[ { "page": 1, "items": [ { "page": 1, "type": "TEXT", "location": { "l": 114.48, "t": 707.28, "r": 509.04, "b": 618.72 }, "text": "STORMWATER MANAGEMENT REPORT\nfor\n156 East Commodore Boulevard Warehouse\nBlock 2202 Lot 3", "reading_order": 0 }, { "page": 1, "type": "TEXT", "location": { "l": 204.96, "t": 574.08, "r": 420, "b": 506.16 }, "text": "JACKSON TOWNSHIP\nOCEAN COUNTY\nNEW JERSEY", "reading_order": 1 }, { "page": 1, "type": "TEXT", "location": { "l": 258.96, "t": 487.68, "r": 366.48, "b": 470.88 }, "text": "PREPARED BY:", "reading_order": 2 }, { "page": 1, "type": "TEXT", "location": { "l": 160.56, "t": 452.88, "r": 464.64, "b": 348.48 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.\n1245 AIRPORT ROAD\nSUITE 1\nLAKEWOOD, NJ 08701\n732-363-0060\nPDS Ref. No. 320157", "reading_order": 3 }, { "page": 1, "type": "TEXT", "location": { "l": 196.32, "t": 342.48, "r": 430.32, "b": 276 }, "text": "Graham J. Macfarlane, P.E., C. M.E.\nNJ License No. 37110", "reading_order": 4 }, { "page": 1, "type": "FORM_FIELD", "location": { "l": 204.312, "t": 355.701, "r": 424.903, "b": 271.86 }, "text": "Graham J. Macfarlane, P.E., C. M.E.", "field_kind": "signature", "label": "Graham J. Macfarlane, P.E., C. M.E.", "pdf_field_name": "Signature2", "pdf_field_type": "Signature", "reading_order": 5 }, { "page": 1, "type": "TEXT", "location": { "l": 257.52, "t": 266.88, "r": 368.64, "b": 250.8 }, "text": "December 9, 2025", "reading_order": 6 } ] }, { "page": 2, "items": [ { "page": 2, "type": "TITLE", "location": { "l": 270.96, "t": 720.24, "r": 341.04, "b": 705.36 }, "text": "CONTENTS", "reading_order": 0, "level": 3 }, { "page": 2, "type": "TEXT", "location": { "l": 70.32, "t": 664.56, "r": 540, "b": 568.32 }, "text": "I PROJECT DESCRIPTION ..... 1\nII EXISTING HYDROLOGY AND SOILS ..... 2\nIII REGULATORY STANDARDS ..... 3\nIV METHODOLOGY ..... 7\nV STORMWATER MANAGEMENT PLAN ..... 9", "reading_order": 1 }, { "page": 2, "type": "TITLE", "location": { "l": 70.56, "t": 540.48, "r": 146.16, "b": 526.56 }, "text": "APPENDICES", "reading_order": 2, "level": 3 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 519.4731, "r": 299.3809, "b": 506.2092 }, "text": "PRE-DEVELOPED CALCULATIONS", "marker": "A.", "list_id": "L1", "level": 0, "reading_order": 3 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 498.7131, "r": 306.5572, "b": 485.4492 }, "text": "POST-DEVELOPED CALCULATIONS", "marker": "B.", "list_id": "L1", "level": 0, "reading_order": 4 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 478.0731, "r": 328.1582, "b": 464.8092 }, "text": "COLLECTION SYSTEM CALCULATIONS", "marker": "C.", "list_id": "L1", "level": 0, "reading_order": 5 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 457.3131, "r": 284.2175, "b": 444.0492 }, "text": "SOIL EROSION CALCULATIONS", "marker": "D.", "list_id": "L1", "level": 0, "reading_order": 6 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 436.6731, "r": 271.2285, "b": 423.4092 }, "text": "GROUNDWATER MOUNDING", "marker": "E.", "list_id": "L1", "level": 0, "reading_order": 7 }, { "page": 2, "type": "TITLE", "location": { "l": 70.08, "t": 395.76, "r": 170.16, "b": 382.08 }, "text": "LIST OF FIGURES", "reading_order": 8, "level": 4 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 374.5131, "r": 170.9281, "b": 361.2492 }, "text": "ROAD MAP", "marker": "1.", "list_id": "L2", "level": 0, "reading_order": 9 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 353.8731, "r": 220.7233, "b": 340.6092 }, "text": "TOPOGRAPHIC MAP", "marker": "2.", "list_id": "L2", "level": 0, "reading_order": 10 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 72, "t": 333.1131, "r": 170.1734, "b": 319.8492 }, "text": "SOILS MAP", "marker": "3.", "list_id": "L2", "level": 0, "reading_order": 11 } ] }, { "page": 3, "items": [ { "page": 3, "type": "TITLE", "location": { "l": 70.08, "t": 719.04, "r": 251.52, "b": 705.84 }, "text": "I PROJECT DESCRIPTION", "reading_order": 0, "level": 4 }, { "page": 3, "type": "TEXT", "location": { "l": 69.6, "t": 691.44, "r": 541.68, "b": 621.6 }, "text": "Development of the subject premises known as Block 2202 Lot 3 within Jackson Township, Ocean County, NJ is proposed. The subject parcel encompasses a total land area of approximately 2.2 acres.", "reading_order": 1 }, { "page": 3, "type": "TEXT", "location": { "l": 69.6, "t": 608.64, "r": 541.92, "b": 454.8 }, "text": "It is proposed to develop the site with a new multi-tenant warehouse building in accordance with the Land Use and Development Regulations of Jackson Township. Construction of a Stormwater Management system is proposed for compliance with current regulations of Jackson Township, Ocean County and the Ocean County SCD, as well as the NJ Stormwater Management Rules, NJAC 7:8. This report outlines the methodologies and results for management of the increased stormwater runoff created as a result of the development.", "reading_order": 2 } ] }, { "page": 4, "items": [ { "page": 4, "type": "TITLE", "location": { "l": 70.32, "t": 718.8, "r": 302.64, "b": 706.08 }, "text": "II EXISTING HYDROLOGY & SOILS", "reading_order": 0, "level": 4 }, { "page": 4, "type": "TEXT", "location": { "l": 68.64, "t": 691.68, "r": 543.12, "b": 482.88 }, "text": "The project site lies within the watershed of the South Branch of the Metedeconk River. Figure 2 is a copy of the USGS Quadrangle Topography Map with the site located. The site generally slopes from the west to east. The existing elevations range from about 110 feet above MSL to 120 feet above MSL. Figure 1 is a copy of the site's Location Map. Figure 2 is a copy of the USGS Quadrangle Topography Map with the site located. Development of the site is not restricted by the presence of freshwater wetlands, flood hazard area or Category One Riparian buffers. According to the Ocean County Soil Survey, the following soil types exist on the project site:", "reading_order": 1 }, { "page": 4, "type": "TABLE", "location": { "l": 105.84, "t": 444.72, "r": 503.52, "b": 373.68 }, "text": "
Soil Type% SlopeDepth to SHWT*HSG*
LasB - Lakewood Sand2-5>6 feetA
BerAr- Berryland Sand0-20-6 inchesA/D
", "rows": [ { "row_index": 0, "location": [ 105.84, 421.04, 503.52, 444.72 ], "cells": [ { "location": [ 105.84, 421.04, 205.26, 444.72 ], "text": "Soil Type", "html_text": "Soil Type", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 205.26, 421.04, 304.68, 444.72 ], "text": "% Slope", "html_text": "% Slope", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.68, 421.04, 404.1, 444.72 ], "text": "Depth to SHWT*", "html_text": "Depth to SHWT*", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 404.1, 421.04, 503.52, 444.72 ], "text": "HSG*", "html_text": "HSG*", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 105.84, 397.36, 503.52, 421.04 ], "cells": [ { "location": [ 105.84, 397.36, 205.26, 421.04 ], "text": "LasB - Lakewood Sand", "html_text": "LasB - Lakewood Sand", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 205.26, 397.36, 304.68, 421.04 ], "text": "2-5", "html_text": "2-5", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.68, 397.36, 404.1, 421.04 ], "text": ">6 feet", "html_text": ">6 feet", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 404.1, 397.36, 503.52, 421.04 ], "text": "A", "html_text": "A", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 105.84, 373.68, 503.52, 397.36 ], "cells": [ { "location": [ 105.84, 373.68, 205.26, 397.36 ], "text": "BerAr- Berryland Sand", "html_text": "BerAr- Berryland Sand", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 205.26, 373.68, 304.68, 397.36 ], "text": "0-2", "html_text": "0-2", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.68, 373.68, 404.1, 397.36 ], "text": "0-6 inches", "html_text": "0-6 inches", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 404.1, 373.68, 503.52, 397.36 ], "text": "A/D", "html_text": "A/D", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/0", "reading_order": 2 }, { "page": 4, "type": "TEXT", "location": { "l": 69.6, "t": 332.16, "r": 542.16, "b": 234.72 }, "text": "Lakewood sand would typically comprised of 90% sand grains. Permeability of the series is rapid, and greater than 2 inches per hour; the series is considered excessively drained. The soil does not retain water for long periods of time. The soil series is not associated with flood plains, and depth to seasonal high water table is typically greater than 6 feet.", "reading_order": 3 }, { "page": 4, "type": "TEXT", "location": { "l": 68.64, "t": 222.24, "r": 541.92, "b": 124.32 }, "text": "Based on the mapping, Berryland Sand is also depicted on site. This soil series is typically poorly drained, and could impose limitations on development based on high water table. However, the site specific soils investigations did not reveal these findings. We would defer to the site specific data and evaluations in lieu of the published data in the Soil Survey.", "reading_order": 4 } ] }, { "page": 5, "items": [ { "page": 5, "type": "FIGURE", "location": { "l": 35.76, "t": 765.12, "r": 575.28, "b": 129.84 }, "text": "", "reading_order": 0 }, { "page": 5, "type": "TEXT", "location": { "l": 433.44, "t": 758.4, "r": 519.6, "b": 742.56 }, "text": "Vista Center", "reading_order": 1 }, { "page": 5, "type": "TEXT", "location": { "l": 44.4, "t": 475.2, "r": 168.48, "b": 444.48 }, "text": "COMMODORE BLVD", "reading_order": 2 }, { "page": 5, "type": "TEXT", "location": { "l": 414.72, "t": 457.2, "r": 514.08, "b": 439.44 }, "text": "Jackson's Mills", "reading_order": 3 }, { "page": 5, "type": "TEXT", "location": { "l": 260.64, "t": 146.16, "r": 337.44, "b": 135.6 }, "text": "SCALE IN FEET", "reading_order": 4 }, { "page": 5, "type": "TEXT", "location": { "l": 54.48, "t": 120.48, "r": 275.28, "b": 19.44 }, "text": "PDS\nPROFESSIONAL DESIGN SERVICES, L.L.C.\nCONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES\n1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400", "reading_order": 5 }, { "page": 5, "type": "TEXT", "location": { "l": 400.8, "t": 120.72, "r": 478.32, "b": 64.56 }, "text": "DCATION MAF\nFOR\nBLOCK 2202\nLOT 3", "reading_order": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 341.04, "t": 54.48, "r": 529.44, "b": 30.48 }, "text": "TOWNSHIP OF JACKSON\nOCEAN COUNTY NEW JERSEY", "reading_order": 7 }, { "page": 5, "type": "TEXT", "location": { "l": 303.12, "t": 26.4, "r": 541.68, "b": 16.56 }, "text": "DATE: 08/25/2025", "reading_order": 8 }, { "page": 5, "type": "TEXT", "location": { "l": 304.08, "t": 26.16, "r": 542.16, "b": 16.8 }, "text": "DRAFTED BY: BK DATE: 08/25/2025 PROJECT: 320157", "reading_order": 9 } ] }, { "page": 6, "items": [ { "page": 6, "type": "FIGURE", "location": { "l": 42.96, "t": 763.92, "r": 570.48, "b": 150.48 }, "text": "", "reading_order": 0 }, { "page": 6, "type": "TEXT", "location": { "l": 436.32, "t": 758.4, "r": 522.96, "b": 742.56 }, "text": "Vista Center", "reading_order": 1 }, { "page": 6, "type": "TEXT", "location": { "l": 238.08, "t": 533.76, "r": 448.32, "b": 497.76 }, "text": "ANRD Jackson's Mills Jacksons Jake Mills Dam", "reading_order": 2 }, { "page": 6, "type": "TEXT", "location": { "l": 45.6, "t": 475.92, "r": 171.12, "b": 445.68 }, "text": "COMMODORE BLVD", "reading_order": 3 }, { "page": 6, "type": "TEXT", "location": { "l": 348.24, "t": 487.2, "r": 391.2, "b": 450.24 }, "text": "ackson\nMills\nLake\nJackson's Mills Mills", "reading_order": 4 }, { "page": 6, "type": "TEXT", "location": { "l": 405.12, "t": 462.48, "r": 559.92, "b": 436.32 }, "text": "Jackson's Mills Mills", "reading_order": 5 }, { "page": 6, "type": "TEXT", "location": { "l": 172.56, "t": 411.12, "r": 231.12, "b": 384 }, "text": "SITE", "reading_order": 6 }, { "page": 6, "type": "TEXT", "location": { "l": 180, "t": 174, "r": 206.16, "b": 163.44 }, "text": "1000", "reading_order": 7 }, { "page": 6, "type": "TEXT", "location": { "l": 260.64, "t": 146.16, "r": 337.44, "b": 135.84 }, "text": "SCALE IN FEET", "reading_order": 8 }, { "page": 6, "type": "FIGURE", "location": { "l": 130.08, "t": 126, "r": 180.24, "b": 106.08 }, "text": "", "reading_order": 9 }, { "page": 6, "type": "TITLE", "location": { "l": 146.16, "t": 123.84, "r": 178.8, "b": 106.56 }, "text": "PDS", "reading_order": 10, "level": 3 }, { "page": 6, "type": "TEXT", "location": { "l": 53.04, "t": 104.88, "r": 271.68, "b": 88.8 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "reading_order": 11 }, { "page": 6, "type": "TEXT", "location": { "l": 71.28, "t": 88.8, "r": 257.76, "b": 20.4 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 0870 PHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400", "reading_order": 12 }, { "page": 6, "type": "TITLE", "location": { "l": 402, "t": 122.16, "r": 469.92, "b": 109.44 }, "text": "QUAD MAP", "reading_order": 13, "level": 4 }, { "page": 6, "type": "TEXT", "location": { "l": 426.72, "t": 105.6, "r": 445.92, "b": 95.04 }, "text": "FOR", "reading_order": 14 }, { "page": 6, "type": "TEXT", "location": { "l": 404.88, "t": 89.52, "r": 467.04, "b": 65.04 }, "text": "BLOCK 2202\nLOT 3", "reading_order": 15 }, { "page": 6, "type": "TEXT", "location": { "l": 341.28, "t": 54.48, "r": 529.44, "b": 30.96 }, "text": "TOWNSHIP OF JACKSON\nOCEAN COUNTY NEW JERSEY", "reading_order": 16 }, { "page": 6, "type": "TEXT", "location": { "l": 304.08, "t": 25.92, "r": 543.36, "b": 16.8 }, "text": "DATE: 08/25/2025", "reading_order": 17 }, { "page": 6, "type": "TEXT", "location": { "l": 303.84, "t": 25.44, "r": 355.68, "b": 17.52 }, "text": "DRAFTED BY: BK", "reading_order": 18 }, { "page": 6, "type": "TEXT", "location": { "l": 488.88, "t": 25.92, "r": 542.16, "b": 17.04 }, "text": "PROJECT: 320157", "reading_order": 19 } ] }, { "page": 7, "items": [ { "page": 7, "type": "FIGURE", "location": { "l": 42, "t": 731.52, "r": 570.96, "b": 137.52 }, "text": "", "reading_order": 0 }, { "page": 7, "type": "TEXT", "location": { "l": 62.88, "t": 723.6, "r": 132.96, "b": 714.24 }, "text": "556500 556600", "reading_order": 1 }, { "page": 7, "type": "TEXT", "location": { "l": 157.44, "t": 723.36, "r": 510.96, "b": 713.76 }, "text": "556700 556800 556900 557000 557100 557200 557300 557400", "reading_order": 2 }, { "page": 7, "type": "TEXT", "location": { "l": 535.44, "t": 722.88, "r": 558, "b": 714 }, "text": "557500", "reading_order": 3 }, { "page": 7, "type": "TEXT", "location": { "l": 260.64, "t": 146.4, "r": 337.44, "b": 135.6 }, "text": "SCALE IN FEET", "reading_order": 4 }, { "page": 7, "type": "TITLE", "location": { "l": 130.32, "t": 125.76, "r": 180.72, "b": 106.08 }, "text": "PDS", "reading_order": 5, "level": 2 }, { "page": 7, "type": "TEXT", "location": { "l": 54.24, "t": 120.72, "r": 275.76, "b": 19.2 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.\nCONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES\n1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400", "reading_order": 6 }, { "page": 7, "type": "TITLE", "location": { "l": 401.76, "t": 122.16, "r": 469.92, "b": 109.2 }, "text": "SOILS MAP", "reading_order": 7, "level": 4 }, { "page": 7, "type": "TEXT", "location": { "l": 426.72, "t": 105.6, "r": 445.68, "b": 95.04 }, "text": "FOR", "reading_order": 8 }, { "page": 7, "type": "TEXT", "location": { "l": 405.12, "t": 89.52, "r": 467.04, "b": 65.04 }, "text": "BLOCK 2202\nLOT 3", "reading_order": 9 }, { "page": 7, "type": "TEXT", "location": { "l": 341.28, "t": 54.48, "r": 529.2, "b": 30.72 }, "text": "TOWNSHIP OF JACKSON\nOCEAN COUNTY NEW JERSEY", "reading_order": 10 }, { "page": 7, "type": "TEXT", "location": { "l": 303.36, "t": 25.92, "r": 542.16, "b": 16.8 }, "text": "DRAFTED BY: BK DATE: 08/25/2025 PROJECT: 320157", "reading_order": 11 }, { "page": 7, "type": "TEXT", "location": { "l": 303.36, "t": 25.92, "r": 541.68, "b": 16.56 }, "text": "DATE: 08/25/2025", "reading_order": 12 } ] }, { "page": 8, "items": [ { "page": 8, "type": "TEXT", "location": { "l": 71.04, "t": 718.56, "r": 86.88, "b": 706.8 }, "text": "Ⅲ", "reading_order": 0 }, { "page": 8, "type": "TEXT", "location": { "l": 106.08, "t": 718.8, "r": 271.44, "b": 706.32 }, "text": "REGULATORY STANDARDS", "reading_order": 1 }, { "page": 8, "type": "TITLE", "location": { "l": 105.84, "t": 690.72, "r": 265.2, "b": 677.76 }, "text": "A. Applicable Regulations", "reading_order": 2, "level": 4 }, { "page": 8, "type": "TEXT", "location": { "l": 105.12, "t": 663.84, "r": 541.44, "b": 621.12 }, "text": "All increased stormwater runoff resulting from the proposed development must be managed both qualitatively and quantitatively in accordance with New Jersey Regulations.", "reading_order": 3 }, { "page": 8, "type": "TEXT", "location": { "l": 105.12, "t": 608.64, "r": 542.4, "b": 400.56 }, "text": "The Flood Hazard Area, Freshwater Wetland Regulations and Residential Site Improvement Standards (RSIS), as administered by the New Jersey Department of Environmental Protection (NJDEP) requires the utilization of best available technology to minimize the amount of stormwater runoff, maintain existing onsite infiltration, simulate natural drainage systems and minimize the discharge of pollutants to ground or surface waters. The overall goal of the post-construction stormwater management system design shall be to meet the erosion control, groundwater recharge, stormwater runoff quantity and quality standards at N.J.A.C. 7:8-5.4 and 5.5.", "reading_order": 4 }, { "page": 8, "type": "TEXT", "location": { "l": 142.08, "t": 387.6, "r": 387.12, "b": 374.16 }, "text": "The stormwater management must be designed to:", "reading_order": 5 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 142.56, "t": 360.24, "r": 475.92, "b": 346.08 }, "text": "Reduce flood damage, including damage to life and property;", "marker": "1.", "list_id": "L3", "level": 0, "reading_order": 6 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 141.36, "t": 332.4, "r": 541.2, "b": 291.36 }, "text": "Minimize, to the extent practical, any increase in stormwater runoff from any new development;", "marker": "2.", "list_id": "L3", "level": 0, "reading_order": 7 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 141.6, "t": 276.96, "r": 501.84, "b": 263.28 }, "text": "Reduce soil erosion from any development or construction project;", "marker": "3.", "list_id": "L3", "level": 0, "reading_order": 8 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 141.6, "t": 249.84, "r": 541.44, "b": 208.8 }, "text": "Assure the adequacy of exiting and proposed culverts and bridges, and other in-stream structures;", "marker": "4.", "list_id": "L3", "level": 0, "reading_order": 9 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 142.08, "t": 194.16, "r": 335.76, "b": 180.96 }, "text": "Maintain groundwater recharge;", "marker": "5.", "list_id": "L3", "level": 0, "reading_order": 10 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 141.84, "t": 167.04, "r": 531.12, "b": 153.12 }, "text": "Prevent, to the greatest extent feasible, an increase in nonpoint pollution;", "marker": "6.", "list_id": "L3", "level": 0, "reading_order": 11 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 142.56, "t": 139.92, "r": 540.96, "b": 97.68 }, "text": "Maintain the integrity of stream channels for their biological functions, as well as for drainage;", "marker": "7.", "list_id": "L3", "level": 0, "reading_order": 12 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 141.6, "t": 84.24, "r": 541.44, "b": 70.08 }, "text": "Minimize pollutants in stormwater runoff from new and existing", "marker": "8.", "list_id": "L3", "level": 0, "reading_order": 13 } ] }, { "page": 9, "items": [ { "page": 9, "type": "TEXT", "location": { "l": 177.12, "t": 719.28, "r": 541.92, "b": 593.76 }, "text": "development in order to restore, enhance and maintain the chemical, physical, and biological integrity of the waters of the State, to protect public health, to safeguard fish and aquatic life and scenic and ecological values and to enhance the domestic, municipal, recreational, industrial and other uses of water; and", "reading_order": 0 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 141.6, "t": 581.52, "r": 541.44, "b": 539.52 }, "text": "Protect public safety through the proper design and operation of stormwater management basins.", "marker": "9.", "list_id": "L3", "level": 0, "reading_order": 1 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 142.32, "t": 526.08, "r": 540.48, "b": 482.88 }, "text": "Utilize Green Infrastructure Standards outlined in NJAC 7:8-5.3 to satisfy groundwater recharge and stormwater runoff quality standards.", "marker": "10.", "list_id": "L3", "level": 0, "reading_order": 2 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 105.36, "t": 470.88, "r": 540.96, "b": 428.16 }, "text": "Analysis will utilize the New Jersey Stormwater Best Management Practices (BMP) Manual as guidance. Overall stormwater management shall take into account the following:", "list_id": "L3", "level": 0, "reading_order": 3 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 105.36, "t": 415.68, "r": 541.2, "b": 345.12 }, "text": "Existing site conditions, including: environmentally critical areas; wetlands; flood prone areas; slopes; depth to SHWT; soil type; permeability; texture; drainage area and drainage patterns; and the presence of limestone.", "marker": "1.", "list_id": "L3", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 140.64, "t": 332.88, "r": 500.4, "b": 317.76 }, "text": "Designed to minimize maintenance and ensure proper functioning.", "marker": "2.", "list_id": "L3", "level": 1, "reading_order": 0 } ], "reading_order": 4 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 105.6, "t": 305.04, "r": 540.96, "b": 263.76 }, "text": "Designed, constructed and installed to be strong, durable and corrosion resistant.", "marker": "3.", "list_id": "L3", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 141.12, "t": 249.84, "r": 396.96, "b": 235.92 }, "text": "Designed to meet minimum safety standards.", "marker": "4.", "list_id": "L3", "level": 1, "reading_order": 0 } ], "reading_order": 5 }, { "page": 9, "type": "TITLE", "location": { "l": 105.84, "t": 222.24, "r": 327.84, "b": 208.08 }, "text": "B. Design and Performance Standards", "reading_order": 6, "level": 3 }, { "page": 9, "type": "TITLE", "location": { "l": 142.08, "t": 194.88, "r": 258.48, "b": 180.72 }, "text": "1. Erosion Control", "reading_order": 7, "level": 3 }, { "page": 9, "type": "TEXT", "location": { "l": 177.6, "t": 167.28, "r": 540.96, "b": 96.96 }, "text": "The minimum design and performance standards for erosion control are those established under the Soil Erosion and Sediment Control Act, N.J.S.A. 4:24-39 et seq. and implementing rules.", "reading_order": 8 } ] }, { "page": 10, "items": [ { "page": 10, "type": "TITLE", "location": { "l": 141.36, "t": 719.04, "r": 293.76, "b": 705.12 }, "text": "2. Groundwater Recharge", "reading_order": 0, "level": 3 }, { "page": 10, "type": "TEXT", "location": { "l": 177.12, "t": 691.68, "r": 540.96, "b": 648.48 }, "text": "The minimum design and performance standards for groundwater recharge require compliance with either of the following:", "reading_order": 1 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 176.64, "t": 636.48, "r": 541.92, "b": 539.52 }, "text": "Demonstrate through hydrologic and hydraulic analysis that the site\nand its stormwater management measures maintain 100 percent of the\naverage annual pre-construction groundwater recharge volume for the\nsite.", "marker": "a.", "list_id": "L4", "level": 0, "reading_order": 2 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 177.12, "t": 525.84, "r": 541.44, "b": 456 }, "text": "Demonstrate through hydrologic and hydraulic analysis that the increase of stormwater runoff volume from pre-construction to post-construction for the two-year storm is infiltrated.", "marker": "b.", "list_id": "L4", "level": 0, "reading_order": 3 }, { "page": 10, "type": "TITLE", "location": { "l": 141.6, "t": 443.76, "r": 261.6, "b": 428.4 }, "text": "3. Runoff Quantity", "reading_order": 4, "level": 3 }, { "page": 10, "type": "TEXT", "location": { "l": 177.12, "t": 415.44, "r": 541.44, "b": 372.96 }, "text": "In order to control stormwater runoff quantity impacts one of the following must be demonstrated:", "reading_order": 5 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 176.88, "t": 360.24, "r": 542.16, "b": 235.68 }, "text": "Demonstrate through hydrologic and hydraulic analysis that for stormwater leaving the site, post-construction runoff hydrographs for the 2, 10 and 100-year storm events do not exceed, at any point in time, the pre-construction runoff hydrographs for the same storm events;", "marker": "a.", "list_id": "L5", "level": 0, "reading_order": 6 }, { "page": 10, "type": "LIST_ITEM", "location": { "l": 175.92, "t": 222.96, "r": 543.6, "b": 68.88 }, "text": "Demonstrate through hydrologic and hydraulic analysis that there is no increase, as compared to the pre-construction condition, in the peak runoff rates of stormwater leaving the site for the 2, 10 and 100-year storm events and that the increase volume or change in timing of stormwater runoff will not increase flood damage at or downstream of the site. This analysis shall include the analysis of impacts of", "marker": "b.", "list_id": "L5", "level": 0, "reading_order": 7 } ] }, { "page": 11, "items": [ { "page": 11, "type": "TEXT", "location": { "l": 213.36, "t": 719.04, "r": 541.68, "b": 676.56 }, "text": "existing land uses and projected land uses assuming full development under existing zoning and land use ordinances in the drainage area;", "reading_order": 0 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 175.44, "t": 662.88, "r": 541.44, "b": 510.72 }, "text": "Design stormwater management measures so that the post-construction peak runoff rates for the 2, 10 and 100-year storm events are 50, 75 and 80 percent, respectively, of the pre-construction peak runoff rates. The percentages apply only to the post-construction stormwater runoff that is attributable to the portion of the site on which the proposed development or project is to be constructed.", "marker": "c.", "list_id": "L5", "level": 0, "reading_order": 1 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 105.6, "t": 498.48, "r": 214.8, "b": 484.08 }, "text": "Water Quality", "marker": "4.", "list_id": "L5", "level": 0, "reading_order": 2 }, { "page": 11, "type": "TEXT", "location": { "l": 140.16, "t": 469.92, "r": 542.4, "b": 344.4 }, "text": "Stormwater management measures shall be designed to reduce the post-construction load of total suspended solids (TSS) in stormwater runoff generated from the water quality design storm by 95 percent of the anticipated load from the development site expressed as an annual average, since the site is located within the watershed of a Category One Waterway.", "reading_order": 3 }, { "page": 11, "type": "TEXT", "location": { "l": 141.36, "t": 304.8, "r": 543.12, "b": 235.68 }, "text": "Direct run-off from building roof tops is not considered contaminated since it has not\ncontacted the pavement or the ground surface, and is not subject to satisfaction of\nthe TSS removal criteria.", "reading_order": 4 } ] }, { "page": 12, "items": [ { "page": 12, "type": "TITLE", "location": { "l": 70.56, "t": 719.04, "r": 209.28, "b": 705.84 }, "text": "IV METHODOLOGY", "reading_order": 0, "level": 4 }, { "page": 12, "type": "TEXT", "location": { "l": 70.56, "t": 709.44, "r": 545.28, "b": 66.96 }, "text": "The overall design will control stormwater runoff and pollutants closer to their source while providing site design measures that can significantly reduce the overall impact of land development on stormwater runoff as required by the Stormwater Management Rules.\nThe methodology typically used to estimate the stormwater runoff peak flows and volumes for the required storm events is the 24-hour storm using the rainfall distribution recommended by the U.S. Department of Agriculture Soil Conservation Service as defined in Technical Release - 55 (TR-55) dated June 1986. The time of concentrations utilized will be calculated for each contributory area utilizing the TR-55 methodology.\nFor the purpose of calculating runoff coefficients and groundwater recharge, a preconstruction condition of a site or portion thereof are assumed to be in good condition. A runoff coefficient or a groundwater recharge land cover for an existing condition may be used on all or a portion of the site if the hydrologic condition has existed on the site or portion of the site for at least five years without interruption prior to the time of application.\nThe runoff computations shall account for all significant land features and structures, such as ponds, wetlands, depressions, hedgerows, or culverts, that may reduce pre-construction stormwater runoff rates and volumes.\nIn computing stormwater runoff from all design storms, the computations consider the relative stormwater runoff rates and/or volumes of pervious and impervious surfaces separately to accurately compute the rates and volume of stormwater runoff from the site.\nThe water quality design storm is 1.25 inches of rainfall in two hours. Water quality calculations shall take into account the distribution of rain from the water quality design storm, as reflected in the Stormwater Rules.\nAll hydrologic and flood routing computations will utilize the HydroCad Stormwater", "reading_order": 1 } ] }, { "page": 13, "items": [ { "page": 13, "type": "TEXT", "location": { "l": 68.64, "t": 719.52, "r": 541.92, "b": 538.8 }, "text": "Modeling Software. The stormwater drainage collection system will be designed in accordance with RSIS standards. The Rational Formula was used to compute peak runoff rates for design of the proposed internal collection system. A 10 year frequency storm was used for design as required by RSIS and the rainfall intensities were obtained from the NJDEP Rainfall Intensity Curves. The sub-areas tributary to each inlet are shown on the Drainage Area Plans. Soil erosion and sediment controls will also be employed as required by the \"Standards for Soil Erosion and Sediment Control in New Jersey.\"", "reading_order": 0 }, { "page": 13, "type": "TEXT", "location": { "l": 70.32, "t": 525.84, "r": 541.2, "b": 482.4 }, "text": "Copies of the TR-55 hydrologic computations, detention basin routings, and Rational Formula computations are contained within the appendices of this report.", "reading_order": 1 } ] }, { "page": 14, "items": [ { "page": 14, "type": "TITLE", "location": { "l": 70.8, "t": 719.04, "r": 327.84, "b": 706.08 }, "text": "V STORMWATER MANAGEMENT PLAN", "reading_order": 0, "level": 4 }, { "page": 14, "type": "TITLE", "location": { "l": 106.32, "t": 691.2, "r": 187.44, "b": 678 }, "text": "Erosion Control", "reading_order": 1, "level": 4 }, { "page": 14, "type": "TEXT", "location": { "l": 105.36, "t": 663.84, "r": 541.68, "b": 594.72 }, "text": "The project complies with the \"New Jersey Standards for Soil Erosion and Sediment Control\". Certification for the project is required from the Ocean County Soil Conservation District.", "reading_order": 2 }, { "page": 14, "type": "TITLE", "location": { "l": 106.32, "t": 580.56, "r": 221.76, "b": 567.84 }, "text": "Groundwater Recharge", "reading_order": 3, "level": 4 }, { "page": 14, "type": "TEXT", "location": { "l": 105.36, "t": 552.96, "r": 542.4, "b": 400.8 }, "text": "All increased run-off from the 2 year storm event will recharge the groundwater through the stormwater management system. In accordance with the NJ Stormwater Management Rules, NJAC 7:8-5.4, the project shall maintain 100 percent of the average annual pre-construction groundwater recharge volume for the site, or demonstrate that the increase of stormwater run-off from pre-construction to post-construction for the two year storm is infiltrated.", "reading_order": 4 }, { "page": 14, "type": "TEXT", "location": { "l": 104.88, "t": 387.84, "r": 542.4, "b": 234.96 }, "text": "As shown in the flood routings, the site will not produce any additional run-off during the 2 year storm event, and will provide for full recharge from any additional impervious surfaces. All run-off generated will be infiltrated on site through the rain garden/bio-retention facility and small scale infiltration basin. Since the design provides groundwater recharge of increased run-off from the 2 year storm event, the design complies with the applicable standard.", "reading_order": 5 }, { "page": 14, "type": "TITLE", "location": { "l": 106.32, "t": 194.88, "r": 189.6, "b": 180.72 }, "text": "Runoff Quantity", "reading_order": 6, "level": 3 }, { "page": 14, "type": "TEXT", "location": { "l": 105.36, "t": 167.28, "r": 541.2, "b": 125.28 }, "text": "Analysis of pre-developed conditions confirms that run-off from the project site is directed to the east property line.", "reading_order": 7 }, { "page": 14, "type": "TEXT", "location": { "l": 105.36, "t": 111.84, "r": 541.68, "b": 70.56 }, "text": "The stormwater management plan consists of on-site collection system and a series of small-scale infiltration basins (SSIB), both surface and sub-surface. Pre-treatment", "reading_order": 8 } ] }, { "page": 15, "items": [ { "page": 15, "type": "TEXT", "location": { "l": 105.12, "t": 719.76, "r": 542.88, "b": 620.64 }, "text": "forebay is provided for the surface SSIB's to provide water quality and TSS removal in accordance with adopted regulations. The overall system will maintain peak discharge rates to less than those required by State adopted Stormwater Management criteria. The following is a summary of the runoff from the site:", "reading_order": 0 }, { "page": 15, "type": "TITLE", "location": { "l": 230.88, "t": 609.12, "r": 381.12, "b": 594.96 }, "text": "A. Pre-developed Conditions", "reading_order": 1, "level": 3 }, { "page": 15, "type": "TABLE", "location": { "l": 172.08, "t": 554.16, "r": 438.48, "b": 411.84 }, "text": "
Storm EventExist Peak Discharge from Site (CFS)Allowable Peak Discharge (CFS)
2 year1.430.71
10 year2.321.74
100 year5.234.18
", "rows": [ { "row_index": 0, "location": [ 172.08, 518.58, 438.48, 554.16 ], "cells": [ { "location": [ 172.08, 518.58, 260.88, 554.16 ], "text": "Storm Event", "html_text": "Storm Event", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 260.88, 518.58, 349.68, 554.16 ], "text": "Exist Peak Discharge from Site (CFS)", "html_text": "Exist Peak Discharge from Site (CFS)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 349.68, 518.58, 438.48, 554.16 ], "text": "Allowable Peak Discharge (CFS)", "html_text": "Allowable Peak Discharge (CFS)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 172.08, 483, 438.48, 518.58 ], "cells": [ { "location": [ 172.08, 483, 260.88, 518.58 ], "text": "2 year", "html_text": "2 year", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 260.88, 483, 349.68, 518.58 ], "text": "1.43", "html_text": "1.43", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 349.68, 483, 438.48, 518.58 ], "text": "0.71", "html_text": "0.71", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 172.08, 447.42, 438.48, 483 ], "cells": [ { "location": [ 172.08, 447.42, 260.88, 483 ], "text": "10 year", "html_text": "10 year", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 260.88, 447.42, 349.68, 483 ], "text": "2.32", "html_text": "2.32", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 349.68, 447.42, 438.48, 483 ], "text": "1.74", "html_text": "1.74", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 172.08, 411.84, 438.48, 447.42 ], "cells": [ { "location": [ 172.08, 411.84, 260.88, 447.42 ], "text": "100 year", "html_text": "100 year", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 260.88, 411.84, 349.68, 447.42 ], "text": "5.23", "html_text": "5.23", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 349.68, 411.84, 438.48, 447.42 ], "text": "4.18", "html_text": "4.18", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 4, "n_cols": 3, "ref": "#/tables/0", "reading_order": 2 }, { "page": 15, "type": "TITLE", "location": { "l": 228.48, "t": 388.08, "r": 383.28, "b": 373.92 }, "text": "C. Post-developed Conditions", "reading_order": 3, "level": 3 }, { "page": 15, "type": "TEXT", "location": { "l": 106.32, "t": 360.72, "r": 366, "b": 346.32 }, "text": "Post-developed run-off rates are tabulated as follows:", "reading_order": 4 }, { "page": 15, "type": "TABLE", "location": { "l": 148.32, "t": 306.24, "r": 463.2, "b": 148.56 }, "text": "
Storm EventAllowable Permissible Peak Discharge (CFS)Post-Developed Discharge (CFS)Status
2 year0.710.24Complies
10 year1.740.95Complies
100 year4.183.71Complies
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Accordingly, the project satisfies the requirement for water quality. The project complies with the applicable standards.", "reading_order": 1 }, { "page": 16, "type": "TEXT", "location": { "l": 104.88, "t": 608.64, "r": 541.68, "b": 538.32 }, "text": "Green Infrastructure is complied with by using small-scale infiltration basins with pre-treatment forebay, and with direct contributory area to any component is limited to 2.5 acres (which is not required to include the component itself), and tabulated as follows:", "reading_order": 2 }, { "page": 16, "type": "TABLE", "location": { "l": 140.4, "t": 526.32, "r": 513.12, "b": 456.24 }, "text": "
IDDrainage AreaPre-treatment
SSIB #11.29 acresyes
SSIB #2 UG0.46 acresyes
SSIB #3 UG0.46 acresN/A for Rooftop
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Structure IDVolume of Storage to First Outlet (CF)Outflow (CF/hr) @ 1.0 in/hrTime to Drain (hrs)
SSIB #13,54417021
SSIB #2 UG2,17821810
SSIB #3 UG4,79130815.5
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Rainfall Events Listing
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YEARNOAA 24-hrDDefault24.0013.422
210 YEARNOAA 24-hrDDefault24.0015.382
3100 YEARNOAA 24-hrDDefault24.0019.482
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Area (acres)CNDescription (subcatchment-numbers)
0.11039>75% Grass cover, Good, HSG A (1S)
0.78072Dirt roads, HSG A (1S)
0.15096Gravel surface, HSG A (2S)
0.30098Paved parking, HSG A (2S)
1.08030Woods, Good, HSG A (1S)
2.42056TOTAL AREA
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Area (acres)Soil GroupSubcatchment Numbers
2.420HSG A1S, 2S
0.000HSG B
0.000HSG C
0.000HSG D
0.000Other
2.420TOTAL AREA
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Ground Covers (all nodes)
HSG-A (acres)HSG-B (acres)HSG-C (acres)HSG-D (acres)Other (acres)Total (acres)Ground CoverSubcatchment Numbers
0.1100.0000.0000.0000.0000.110>75% Grass cover, Good1S
0.7800.0000.0000.0000.0000.780Dirt roads1S
0.1500.0000.0000.0000.0000.150Gravel surface2S
0.3000.0000.0000.0000.0000.300Paved parking2S
1.0800.0000.0000.0000.0001.080Woods, Good1S
2.4200.0000.0000.0000.0002.420TOTAL AREA
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8, "ref": "#/tables/1", "reading_order": 3 } ] }, { "page": 24, "items": [ { "page": 24, "type": "TEXT", "location": { "l": 120.72, "t": 688.08, "r": 490.08, "b": 650.64 }, "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "reading_order": 0 }, { "page": 24, "type": "TEXT", "location": { "l": 49.44, "t": 643.92, "r": 566.64, "b": 508.32 }, "text": "Subcatchment1S: POROUS\nRunoff Area=1.970 ac 0.00% Impervious Runoff Depth>0.08\"\nFlow Length=430' Tc=19.1 min CN=47 Runoff=0.03 cfs 0.012 af\nSubcatchment2S: IMPERVIOUS\nRunoff Area=0.450 ac 66.67% Impervious Runoff Depth>2.84\"\nFlow Length=280' Tc=2.6 min CN=97 Runoff=1.43 cfs 0.106 af\nReach 3R: COMPOSITE\nInflow=1.43 cfs 0.119 af\nOutflow=1.43 cfs 0.119 af\nTotal Runoff Area = 2.420 ac Runoff Volume = 0.119 af Average Runoff Depth = 0.59\"\n87.60% Pervious = 2.120 ac 12.40% Impervious = 0.300 ac", "reading_order": 1 } ] }, { "page": 25, "items": [ { "page": 25, "type": "TITLE", "location": { "l": 183.6, "t": 687.6, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 1 }, { "page": 25, "type": "TEXT", "location": { "l": 53.04, "t": 660, "r": 463.68, "b": 634.32 }, "text": "Runoff = 0.03 cfs @ 14.19 hrs, Volume= 0.012 af, Depth> 0.08\"\nRouted to Reach 3R : COMPOSITE", "reading_order": 1 }, { "page": 25, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 2 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 589.44, "r": 559.2, "b": 571.5055 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 571.5055, "r": 559.2, "b": 553.5709 }, "text": "1.080 30 Woods, Good, HSG A", "reading_order": 4 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 553.5709, "r": 559.2, "b": 535.6364 }, "text": "0.110 39 >75% Grass cover, Good, HSG A", "reading_order": 5 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 535.6364, "r": 559.2, "b": 517.7018 }, "text": "0.780 72 Dirt roads, HSG A", "reading_order": 6 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 517.7018, "r": 559.2, "b": 499.7673 }, "text": "1.970 47 Weighted Average", "reading_order": 7 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 499.7673, "r": 559.2, "b": 481.8327 }, "text": "1.970 100.00% Pervious Area", "reading_order": 8 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 481.8327, "r": 559.2, "b": 463.8982 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 9 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 445.9636, "r": 559.2, "b": 428.0291 }, "text": "2.5 140 0.0350 0.94 Shallow Concentrated Flow, Woodland Kv= 5.0 fps", "reading_order": 10 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 428.0291, "r": 559.2, "b": 410.0945 }, "text": "1.6 190 0.0150 1.97 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps", "reading_order": 11 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 410.0945, "r": 559.2, "b": 392.16 }, "text": "19.1 430 Total", "reading_order": 12 }, { "page": 25, "type": "TEXT", "location": { "l": 52.8, "t": 463.8982, "r": 559.2, "b": 445.9636 }, "text": "15.0 100 0.0450 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42\"", "reading_order": 13 }, { "page": 25, "type": "TEXT", "location": { "l": 222.24, "t": 378, "r": 393.36, "b": 363.12 }, "text": "Subcatchment 1S: POROUS", "reading_order": 14 }, { "page": 25, "type": "FIGURE", "location": { "l": 62.64, "t": 358.56, "r": 551.28, "b": 91.68 }, "text": "", "reading_order": 15 } ] }, { "page": 26, "items": [ { "page": 26, "type": "TITLE", "location": { "l": 171.6, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 26, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 26, "type": "TEXT", "location": { "l": 52.08, "t": 636.48, "r": 462.48, "b": 610.32 }, "text": "Runoff = 1.43 cfs @ 12.10 hrs, Volume= 0.106 af, Depth> 2.84\"\nRouted to Reach 3R : COMPOSITE", "reading_order": 2 }, { "page": 26, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 565.2, "r": 559.2, "b": 547.872 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 547.872, "r": 559.2, "b": 530.544 }, "text": "0.150 96 Gravel surface, HSG A", "reading_order": 5 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 530.544, "r": 559.2, "b": 513.216 }, "text": "0.300 98 Paved parking, HSG A", "reading_order": 6 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 513.216, "r": 559.2, "b": 495.888 }, "text": "0.450 97 Weighted Average", "reading_order": 7 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 495.888, "r": 559.2, "b": 478.56 }, "text": "0.150 33.33% Pervious Area", "reading_order": 8 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 478.56, "r": 559.2, "b": 461.232 }, "text": "0.300 66.67% Impervious Area", "reading_order": 9 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 461.232, "r": 559.2, "b": 443.904 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 10 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 426.576, "r": 559.2, "b": 409.248 }, "text": "1.4 180 0.0110 2.13 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 11 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 409.248, "r": 559.2, "b": 391.92 }, "text": "2.6 280 Total", "reading_order": 12 }, { "page": 26, "type": "TEXT", "location": { "l": 52.8, "t": 443.904, "r": 559.2, "b": 426.576 }, "text": "1.2 100 0.0200 1.42 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 13 }, { "page": 26, "type": "TEXT", "location": { "l": 210.48, "t": 378, "r": 405.6, "b": 363.12 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 14 }, { "page": 26, "type": "FIGURE", "location": { "l": 60.72, "t": 366.96, "r": 552.24, "b": 89.76 }, "text": "", "reading_order": 15 } ] }, { "page": 27, "items": [ { "page": 27, "type": "TITLE", "location": { "l": 196.8, "t": 687.6, "r": 420.96, "b": 672.48 }, "text": "Summary for Reach 3R: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 27, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 250.8, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 27, "type": "TEXT", "location": { "l": 52.56, "t": 636.48, "r": 517.92, "b": 598.08 }, "text": "Inflow Area = 2.420 ac, 12.40% Impervious, Inflow Depth > 0.59\" for 2 YEAR event\nInflow = 1.43 cfs @ 12.10 hrs, Volume= 0.119 af\nOutflow = 1.43 cfs @ 12.10 hrs, Volume= 0.119 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 27, "type": "TEXT", "location": { "l": 51.84, "t": 588.48, "r": 420.96, "b": 574.8 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 27, "type": "TEXT", "location": { "l": 235.68, "t": 563.76, "r": 379.68, "b": 548.64 }, "text": "Reach 3R: COMPOSITE", "reading_order": 4 }, { "page": 27, "type": "FIGURE", "location": { "l": 60.24, "t": 549.6, "r": 553.44, "b": 274.08 }, "text": "", "reading_order": 5 } ] }, { "page": 28, "items": [ { "page": 28, "type": "TEXT", "location": { "l": 49.2, "t": 722.4, "r": 564.72, "b": 508.32 }, "text": "Prepared by Professional Design Services\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC\nPrinted 12/31/2025\nPage 10\nTime span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment1S: POROUS\nFlow Length=430' Tc=19.1 min CN=47 Runoff=0.40 cfs 0.092 af\nSubcatchment2S: IMPERVIOUS\nFlow Length=280' Tc=2.6 min CN=97 Runoff=2.28 cfs 0.172 af\nReach 3R: COMPOSITE\nTotal Runoff Area = 2.420 ac Runoff Volume = 0.264 af Average Runoff Depth = 1.31'\n87.60% Pervious = 2.120 ac 12.40% Impervious = 0.300 ac", "reading_order": 0 } ] }, { "page": 29, "items": [ { "page": 29, "type": "TITLE", "location": { "l": 183.6, "t": 687.6, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 1 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 660, "r": 463.44, "b": 634.32 }, "text": "Runoff = 0.40 cfs @ 12.53 hrs, Volume= 0.092 af, Depth> 0.56\"\nRouted to Reach 3R : COMPOSITE", "reading_order": 1 }, { "page": 29, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 589.2, "r": 559.2, "b": 571.3091 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 571.3091, "r": 559.2, "b": 553.4182 }, "text": "1.080 30 Woods, Good, HSG A", "reading_order": 4 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 553.4182, "r": 559.2, "b": 535.5273 }, "text": "0.110 39 >75% Grass cover, Good, HSG A", "reading_order": 5 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 535.5273, "r": 559.2, "b": 517.6364 }, "text": "0.780 72 Dirt roads, HSG A", "reading_order": 6 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 517.6364, "r": 559.2, "b": 499.7455 }, "text": "1.970 47 Weighted Average", "reading_order": 7 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 499.7455, "r": 559.2, "b": 481.8545 }, "text": "1.970 100.00% Pervious Area", "reading_order": 8 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 481.8545, "r": 559.2, "b": 463.9636 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 9 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 446.0727, "r": 559.2, "b": 428.1818 }, "text": "2.5 140 0.0350 0.94 Shallow Concentrated Flow, Woodland Kv= 5.0 fps", "reading_order": 10 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 428.1818, "r": 559.2, "b": 410.2909 }, "text": "1.6 190 0.0150 1.97 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps", "reading_order": 11 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 410.2909, "r": 559.2, "b": 392.4 }, "text": "19.1 430 Total", "reading_order": 12 }, { "page": 29, "type": "TEXT", "location": { "l": 52.8, "t": 463.9636, "r": 559.2, "b": 446.0727 }, "text": "15.0 100 0.0450 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42\"", "reading_order": 13 }, { "page": 29, "type": "TEXT", "location": { "l": 222.48, "t": 377.76, "r": 393.36, "b": 363.12 }, "text": "Subcatchment 1S: POROUS", "reading_order": 14 }, { "page": 29, "type": "FIGURE", "location": { "l": 62.88, "t": 358.56, "r": 550.08, "b": 90.48 }, "text": "", "reading_order": 15 } ] }, { "page": 30, "items": [ { "page": 30, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 30, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 30, "type": "TEXT", "location": { "l": 51.84, "t": 636.72, "r": 462.72, "b": 610.56 }, "text": "Runoff = 2.28 cfs @ 12.10 hrs, Volume= 0.172 af, Depth> 4.59\"\nRouted to Reach 3R : COMPOSITE", "reading_order": 2 }, { "page": 30, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 565.2, "r": 559.2, "b": 547.824 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 547.824, "r": 559.2, "b": 530.448 }, "text": "0.150 96 Gravel surface, HSG A", "reading_order": 5 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 530.448, "r": 559.2, "b": 513.072 }, "text": "0.300 98 Paved parking, HSG A", "reading_order": 6 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 513.072, "r": 559.2, "b": 495.696 }, "text": "0.450 97 Weighted Average", "reading_order": 7 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 495.696, "r": 559.2, "b": 478.32 }, "text": "0.150 33.33% Pervious Area", "reading_order": 8 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 478.32, "r": 559.2, "b": 460.944 }, "text": "0.300 66.67% Impervious Area", "reading_order": 9 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 460.944, "r": 559.2, "b": 443.568 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 10 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 426.192, "r": 559.2, "b": 408.816 }, "text": "1.4 180 0.0110 2.13 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 11 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 408.816, "r": 559.2, "b": 391.44 }, "text": "2.6 280 Total", "reading_order": 12 }, { "page": 30, "type": "TEXT", "location": { "l": 53.04, "t": 443.568, "r": 559.2, "b": 426.192 }, "text": "1.2 100 0.0200 1.42 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 13 }, { "page": 30, "type": "TEXT", "location": { "l": 210.48, "t": 378, "r": 405.6, "b": 363.12 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 14 }, { "page": 30, "type": "FIGURE", "location": { "l": 60.72, "t": 364.56, "r": 552.48, "b": 90 }, "text": "", "reading_order": 15 } ] }, { "page": 31, "items": [ { "page": 31, "type": "TITLE", "location": { "l": 196.8, "t": 687.6, "r": 420.72, "b": 672.48 }, "text": "Summary for Reach 3R: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 31, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 250.8, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 31, "type": "TEXT", "location": { "l": 52.32, "t": 636.24, "r": 517.92, "b": 598.32 }, "text": "Inflow Area = 2.420 ac, 12.40% Impervious, Inflow Depth > 1.31\" for 10 YEAR event\nInflow = 2.32 cfs @ 12.10 hrs, Volume= 0.264 af\nOutflow = 2.32 cfs @ 12.10 hrs, Volume= 0.264 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 31, "type": "TEXT", "location": { "l": 51.84, "t": 588.72, "r": 420.96, "b": 574.8 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 31, "type": "TEXT", "location": { "l": 235.92, "t": 563.76, "r": 379.44, "b": 548.64 }, "text": "Reach 3R: COMPOSITE", "reading_order": 4 }, { "page": 31, "type": "FIGURE", "location": { "l": 60.72, "t": 549.84, "r": 553.44, "b": 274.32 }, "text": "", "reading_order": 5 } ] }, { "page": 32, "items": [ { "page": 32, "type": "TEXT", "location": { "l": 50.64, "t": 690.72, "r": 560.64, "b": 556.32 }, "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment1S: POROUS\nFlow Length=430' Tc=19.1 min CN=47 Runoff=2.68 cfs 0.406 af\nSubcatchment2S: IMPERVIOUS\nFlow Length=280' Tc=2.6 min CN=97 Runoff=4.05 cfs 0.309 af\nReach 3R: COMPOSITE", "reading_order": 0 }, { "page": 32, "type": "TEXT", "location": { "l": 49.44, "t": 643.44, "r": 566.4, "b": 508.8 }, "text": "Subcatchment1S: POROUS\nRunoff Area=1.970 ac 0.00% Impervious Runoff Depth>2.47\"\nFlow Length=430' Tc=19.1 min CN=47 Runoff=2.68 cfs 0.406 af\nSubcatchment2S: IMPERVIOUS\nRunoff Area=0.450 ac 66.67% Impervious Runoff Depth>8.24\"\nFlow Length=280' Tc=2.6 min CN=97 Runoff=4.05 cfs 0.309 af\nReach 3R: COMPOSITE\nInflow=5.23 cfs 0.715 af\nOutflow=5.23 cfs 0.715 af\nTotal Runoff Area = 2.420 ac Runoff Volume = 0.715 af Average Runoff Depth = 3.55\"\n87.60% Pervious = 2.120 ac 12.40% Impervious = 0.300 ac", "reading_order": 1 } ] }, { "page": 33, "items": [ { "page": 33, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 1 }, { "page": 33, "type": "TEXT", "location": { "l": 52.32, "t": 660, "r": 463.2, "b": 634.32 }, "text": "Runoff = 2.68 cfs @ 12.35 hrs, Volume= 0.406 af, Depth> 2.47\"\nRouted to Reach 3R : COMPOSITE", "reading_order": 1 }, { "page": 33, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 2 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 589.2, "r": 559.2, "b": 571.2655 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 571.2655, "r": 559.2, "b": 553.3309 }, "text": "1.080 30 Woods, Good, HSG A", "reading_order": 4 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 553.3309, "r": 559.2, "b": 535.3964 }, "text": "0.110 39 >75% Grass cover, Good, HSG A", "reading_order": 5 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 535.3964, "r": 559.2, "b": 517.4618 }, "text": "0.780 72 Dirt roads, HSG A", "reading_order": 6 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 517.4618, "r": 559.2, "b": 499.5273 }, "text": "1.970 47 Weighted Average", "reading_order": 7 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 499.5273, "r": 559.2, "b": 481.5927 }, "text": "1.970 100.00% Pervious Area", "reading_order": 8 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 481.5927, "r": 559.2, "b": 463.6582 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 9 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 445.7236, "r": 559.2, "b": 427.7891 }, "text": "2.5 140 0.0350 0.94 Shallow Concentrated Flow, Woodland Kv= 5.0 fps", "reading_order": 10 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 427.7891, "r": 559.2, "b": 409.8545 }, "text": "1.6 190 0.0150 1.97 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps", "reading_order": 11 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 409.8545, "r": 559.2, "b": 391.92 }, "text": "19.1 430 Total", "reading_order": 12 }, { "page": 33, "type": "TEXT", "location": { "l": 52.8, "t": 463.6582, "r": 559.2, "b": 445.7236 }, "text": "15.0 100 0.0450 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.42\"", "reading_order": 13 }, { "page": 33, "type": "TEXT", "location": { "l": 222, "t": 377.76, "r": 393.36, "b": 362.88 }, "text": "Subcatchment 1S: POROUS", "reading_order": 14 }, { "page": 33, "type": "FIGURE", "location": { "l": 61.2, "t": 363.84, "r": 551.76, "b": 90.72 }, "text": "", "reading_order": 15 } ] }, { "page": 34, "items": [ { "page": 34, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 34, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 34, "type": "TEXT", "location": { "l": 51.84, "t": 636.72, "r": 462.24, "b": 610.56 }, "text": "Runoff = 4.05 cfs @ 12.10 hrs, Volume= 0.309 af, Depth> 8.24\"\nRouted to Reach 3R : COMPOSITE", "reading_order": 2 }, { "page": 34, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 565.68, "r": 558.96, "b": 548.328 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 548.328, "r": 558.96, "b": 530.976 }, "text": "0.150 96 Gravel surface, HSG A", "reading_order": 5 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 530.976, "r": 558.96, "b": 513.624 }, "text": "0.300 98 Paved parking, HSG A", "reading_order": 6 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 513.624, "r": 558.96, "b": 496.272 }, "text": "0.450 97 Weighted Average", "reading_order": 7 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 496.272, "r": 558.96, "b": 478.92 }, "text": "0.150 33.33% Pervious Area", "reading_order": 8 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 478.92, "r": 558.96, "b": 461.568 }, "text": "0.300 66.67% Impervious Area", "reading_order": 9 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 461.568, "r": 558.96, "b": 444.216 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 10 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 426.864, "r": 558.96, "b": 409.512 }, "text": "1.4 180 0.0110 2.13 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 11 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 409.512, "r": 558.96, "b": 392.16 }, "text": "2.6 280 Total", "reading_order": 12 }, { "page": 34, "type": "TEXT", "location": { "l": 53.04, "t": 444.216, "r": 558.96, "b": 426.864 }, "text": "1.2 100 0.0200 1.42 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 13 }, { "page": 34, "type": "TEXT", "location": { "l": 210.48, "t": 378, "r": 405.6, "b": 363.12 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 14 }, { "page": 34, "type": "FIGURE", "location": { "l": 60.96, "t": 363.84, "r": 552, "b": 90.24 }, "text": "", "reading_order": 15 } ] }, { "page": 35, "items": [ { "page": 35, "type": "TITLE", "location": { "l": 196.8, "t": 687.6, "r": 420.96, "b": 672.48 }, "text": "Summary for Reach 3R: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 35, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 251.04, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 35, "type": "TEXT", "location": { "l": 52.32, "t": 636.48, "r": 518.64, "b": 598.32 }, "text": "Inflow Area = 2.420 ac, 12.40% Impervious, Inflow Depth > 3.55\" for 100 YEAR event\nInflow = 5.23 cfs @ 12.11 hrs, Volume= 0.715 af\nOutflow = 5.23 cfs @ 12.11 hrs, Volume= 0.715 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 35, "type": "TEXT", "location": { "l": 51.84, "t": 588.72, "r": 420.96, "b": 574.8 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 35, "type": "TEXT", "location": { "l": 235.68, "t": 563.76, "r": 379.68, "b": 548.64 }, "text": "Reach 3R: COMPOSITE", "reading_order": 4 }, { "page": 35, "type": "FIGURE", "location": { "l": 61.44, "t": 549.84, "r": 554.64, "b": 274.32 }, "text": "", "reading_order": 5 } ] }, { "page": 36, "items": [ { "page": 36, "type": "TEXT", "location": { "l": 145.44, "t": 592.08, "r": 464.4, "b": 541.2 }, "text": "APPENDIX B\nPOST-DEVELOPED CONDITION CALCULATIONS", "reading_order": 0 } ] }, { "page": 37, "items": [ { "page": 37, "type": "FIGURE", "location": { "l": 54, "t": 731.04, "r": 558.72, "b": 68.16 }, "text": "", "reading_order": 0 }, { "page": 37, "type": "TEXT", "location": { "l": 311.52, "t": 312.72, "r": 355.2, "b": 302.4 }, "text": "COMPOSITE", "reading_order": 1 }, { "page": 37, "type": "TEXT", "location": { "l": 229.92, "t": 88.08, "r": 257.76, "b": 64.32 }, "text": "Link\nRouting Diagram for POST DEV\nPrepared by Professional Design Services, Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC", "reading_order": 2 }, { "page": 37, "type": "TEXT", "location": { "l": 288, "t": 85.92, "r": 550.32, "b": 56.16 }, "text": "Routing Diagram for POST DEV\nPrepared by Professional Design Services, Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC", "reading_order": 3 } ] }, { "page": 38, "items": [ { "page": 38, "type": "TEXT", "location": { "l": 53.28, "t": 738.48, "r": 571.2, "b": 724.88 }, "text": "POST DEV", "reading_order": 0 }, { "page": 38, "type": "TEXT", "location": { "l": 53.28, "t": 724.88, "r": 571.2, "b": 711.28 }, "text": "Prepared by Professional Design Services Printed 12/31/2025", "reading_order": 1 }, { "page": 38, "type": "TEXT", "location": { "l": 53.28, "t": 711.28, "r": 571.2, "b": 697.68 }, "text": "HydroCAD\\circledR 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 2", "reading_order": 2 }, { "page": 38, "type": "TEXT", "location": { "l": 243.36, "t": 687.6, "r": 371.28, "b": 672.24 }, "text": "Rainfall Events Listing", "reading_order": 3 }, { "page": 38, "type": "TABLE", "location": { "l": 52.32, "t": 682.8, "r": 470.64, "b": 575.52 }, "text": "
Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YEARNOAA 24-hrDDefault24.0013.422
210 YEARNOAA 24-hrDDefault24.0015.382
325 yearNOAA 24-hrDDefault24.0016.682
4100 YEARNOAA 24-hrDDefault24.0019.482
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Area (acres)CNDescription (subcatchment-numbers)
0.82039>75% Grass cover, Good, HSG A (1S, 6S, 10S)
0.79098Paved parking, HSG A (2S, 11S)
0.73098Roofs, HSG A (5S, 8S)
2.34077TOTAL AREA
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Area (acres)Soil GroupSubcatchment Numbers
2.340HSG A1S, 2S, 5S, 6S, 8S, 10S, 11S
0.000HSG B
0.000HSG C
0.000HSG D
0.000Other
2.340TOTAL AREA
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Ground Covers (all nodes)
HSG-A (acres)HSG-B (acres)HSG-C (acres)HSG-D (acres)Other (acres)Total (acres)Ground CoverSubcatchment Numbers
0.8200.0000.0000.0000.0000.820>75% Grass cover, Good1S, 6S, 10S
0.7900.0000.0000.0000.0000.790Paved parking2S, 11S
0.7300.0000.0000.0000.0000.730Roofs5S, 8S
2.3400.0000.0000.0000.0002.340TOTAL AREA
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42, "type": "TEXT", "location": { "l": 42.96, "t": 604.56, "r": 564.48, "b": 591.84 }, "text": "Runoff Area=0.720 ac 100.00% Impervious Runoff Depth>2.91\"", "reading_order": 4 }, { "page": 42, "type": "TEXT", "location": { "l": 51.6, "t": 604.08, "r": 216.96, "b": 592.08 }, "text": "Subcatchment2S: IMPERVIOUS", "reading_order": 5 }, { "page": 42, "type": "TEXT", "location": { "l": 258.96, "t": 605.28, "r": 560.16, "b": 580.8 }, "text": "Runoff Area=0.720 ac 100.00% Impervious Runoff Depth>2.91\" Flow Length=310' Tc=13.1 min CN=98 Runoff=1.36 cfs 0.175 af", "reading_order": 6 }, { "page": 42, "type": "TEXT", "location": { "l": 52.32, "t": 568.8, "r": 559.92, "b": 546 }, "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>2.92\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=0.93 cfs 0.066 af", "reading_order": 7 }, { "page": 42, "type": "TEXT", "location": { "l": 51.6, "t": 532.56, "r": 196.32, "b": 521.04 }, "text": "Subcatchment6S: 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Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 8 }, { "page": 43, "type": "TEXT", "location": { "l": 52.56, "t": 470.55, "r": 414.4457, "b": 451.38 }, "text": "0.3 50 0.0350 2.81", "reading_order": 9 }, { "page": 43, "type": "TEXT", "location": { "l": 52.56, "t": 451.38, "r": 559.2, "b": 432.21 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 43, "type": "TEXT", "location": { "l": 52.56, "t": 432.21, "r": 559.2, "b": 413.04 }, "text": "12.9 310 Total", "reading_order": 11 }, { "page": 43, "type": "TEXT", "location": { "l": 222.48, "t": 401.52, "r": 393.36, "b": 386.88 }, "text": "Subcatchment 1S: POROUS", "reading_order": 12 }, { "page": 43, "type": "FIGURE", "location": { "l": 62.88, "t": 380.88, "r": 548.88, "b": 114.24 }, "text": "", "reading_order": 13 } ] }, { "page": 44, "items": [ { "page": 44, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 447.12, "b": 672.72 }, "text": 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100.00% Impervious Area", "reading_order": 5 }, { "page": 44, "type": "TEXT", "location": { "l": 52.32, "t": 532.56, "r": 559.2, "b": 513.36 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 44, "type": "TEXT", "location": { "l": 52.32, "t": 513.36, "r": 559.2, "b": 474.96 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 7 }, { "page": 44, "type": "TEXT", "location": { "l": 52.32, "t": 494.16, "r": 414.3771, "b": 474.96 }, "text": "0.5 50 0.0110 1.57", "reading_order": 8 }, { "page": 44, "type": "TEXT", "location": { "l": 52.32, "t": 474.96, "r": 559.2, "b": 455.76 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 44, "type": "TEXT", "location": { "l": 52.32, "t": 455.76, "r": 559.2, "b": 436.56 }, "text": "13.1 310 Total", "reading_order": 10 }, { "page": 44, "type": "TEXT", "location": { "l": 210.48, "t": 425.52, "r": 405.6, "b": 410.4 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 11 }, { "page": 44, "type": "FIGURE", "location": { "l": 60.96, "t": 410.16, "r": 553.68, "b": 136.32 }, "text": "", "reading_order": 12 } ] }, { "page": 45, "items": [ { "page": 45, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 5S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 45, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 45, "type": "TEXT", "location": { "l": 52.08, "t": 636.48, "r": 463.44, "b": 610.56 }, "text": "Runoff = 0.93 cfs @ 12.08 hrs, Volume= 0.066 af, Depth> 2.92\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 2 }, { "page": 45, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 565.44, "r": 559.44, "b": 547.1314 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 547.1314, "r": 559.44, "b": 528.8229 }, "text": "0.270 98 Roofs, HSG A", "reading_order": 5 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 528.8229, "r": 559.44, "b": 510.5143 }, "text": "0.270 100.00% Impervious Area", "reading_order": 6 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 510.5143, "r": 559.44, "b": 492.2057 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 492.2057, "r": 559.44, "b": 473.8971 }, "text": "0.9 50 0.0100 0.94 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 473.8971, "r": 559.44, "b": 455.5886 }, "text": "0.7 130 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 45, "type": "TEXT", "location": { "l": 52.56, "t": 455.5886, "r": 559.44, "b": 437.28 }, "text": "1.6 180 Total", "reading_order": 10 }, { "page": 45, "type": "TEXT", "location": { "l": 210.24, "t": 425.52, "r": 405.6, "b": 410.64 }, "text": "Subcatchment 5S: IMPERVIOUS", "reading_order": 11 }, { "page": 45, "type": "FIGURE", "location": { "l": 60.96, "t": 412.32, "r": 553.2, "b": 136.32 }, "text": "", "reading_order": 12 } ] }, { "page": 46, "items": [ { "page": 46, "type": "TITLE", "location": { "l": 183.84, "t": 687.36, "r": 434.4, "b": 672.48 }, "text": "Summary for Subcatchment 6S: POROUS", "reading_order": 0, "level": 1 }, { "page": 46, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 274.08, "b": 646.08 }, "text": "[73] Warning: Peak may fall outside time span", "reading_order": 1 }, { "page": 46, "type": "TEXT", "location": { "l": 52.08, "t": 636.72, "r": 462.72, "b": 610.56 }, "text": "Runoff = 0.00 cfs @ 20.00 hrs, Volume= 0.000 af, Depth> 0.00\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 2 }, { "page": 46, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.44, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 566.16, "r": 559.2, "b": 546.24 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 546.24, "r": 559.2, "b": 526.32 }, "text": "0.190 39 >75% Grass cover, Good, HSG A", "reading_order": 5 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 526.32, "r": 559.2, "b": 506.4 }, "text": "0.190 100.00% Pervious Area", "reading_order": 6 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 506.4, "r": 559.2, "b": 486.48 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 486.48, "r": 559.2, "b": 446.64 }, "text": "11.3 90 0.0270 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 8 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 466.56, "r": 414.4457, "b": 446.64 }, "text": "1.1 160 0.0150 2.49", "reading_order": 9 }, { "page": 46, "type": "TEXT", "location": { "l": 52.56, "t": 446.64, "r": 559.2, "b": 426.72 }, "text": "12.4 250 Total", "reading_order": 10 }, { "page": 46, "type": "TEXT", "location": { "l": 222.24, "t": 413.52, "r": 393.12, "b": 398.4 }, "text": "Subcatchment 6S: POROUS", "reading_order": 11 }, { "page": 46, "type": "FIGURE", "location": { "l": 62.64, "t": 390.48, "r": 549.36, "b": 126.24 }, "text": "", "reading_order": 12 } ] }, { "page": 47, "items": [ { "page": 47, "type": "TITLE", "location": { "l": 131.76, "t": 687.6, "r": 488.88, "b": 672.48 }, "text": "Summary for Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 0, "level": 1 }, { "page": 47, "type": "TEXT", "location": { "l": 51.6, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 47, "type": "TEXT", "location": { "l": 51.84, "t": 636.48, "r": 463.44, "b": 610.56 }, "text": "Runoff = 1.48 cfs @ 12.10 hrs, Volume= 0.112 af, Depth> 2.92\"\nRouted to Pond 9P : SSIB #3 UNDERGROUND", "reading_order": 2 }, { "page": 47, "type": "TEXT", "location": { "l": 51.84, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 566.88, "r": 558.96, "b": 549.8133 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 549.8133, "r": 558.96, "b": 532.7467 }, "text": "0.460 98 Roofs, HSG A", "reading_order": 5 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 532.7467, "r": 558.96, "b": 515.68 }, "text": "0.460 100.00% Impervious Area", "reading_order": 6 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 515.68, "r": 558.96, "b": 498.6133 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 498.6133, "r": 558.96, "b": 481.5467 }, "text": "1.5 100 0.0100 1.08 Sheet Flow,", "reading_order": 8 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 481.5467, "r": 558.96, "b": 464.48 }, "text": "0.3 40 0.0100 2.03 Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 9 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 464.48, "r": 558.96, "b": 447.4133 }, "text": "0.8 140 3.00 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 10 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 447.4133, "r": 558.96, "b": 430.3467 }, "text": "Direct Entry, PIPE FLOW", "reading_order": 11 }, { "page": 47, "type": "TEXT", "location": { "l": 52.56, "t": 430.3467, "r": 558.96, "b": 413.28 }, "text": "2.6 280 Total", "reading_order": 12 }, { "page": 47, "type": "TEXT", "location": { "l": 170.4, "t": 401.52, "r": 448.08, "b": 386.88 }, "text": "Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 13 }, { "page": 47, "type": "FIGURE", "location": { "l": 60.96, "t": 383.76, "r": 553.44, "b": 113.76 }, "text": "", "reading_order": 14 } ] }, { "page": 48, "items": [ { "page": 48, "type": "TITLE", "location": { "l": 151.2, "t": 687.6, "r": 468.48, "b": 672.72 }, "text": "Summary for Subcatchment 10S: BY-PASS POROUS", "reading_order": 0, "level": 1 }, { "page": 48, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 246, "b": 647.28 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 48, "type": "TEXT", "location": { "l": 52.08, "t": 647.04, "r": 274.56, "b": 634.32 }, "text": "[73] Warning: Peak may fall outside time span", "reading_order": 2 }, { "page": 48, "type": "TEXT", "location": { "l": 52.08, "t": 624.72, "r": 463.68, "b": 598.8 }, "text": "Runoff = 0.00 cfs @ 20.00 hrs, Volume= 0.000 af, Depth> 0.00\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 3 }, { "page": 48, "type": "TEXT", "location": { "l": 52.32, "t": 588.96, "r": 541.44, "b": 563.04 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 4 }, { "page": 48, "type": "TABLE", "location": { "l": 52.32, "t": 552.96, "r": 560.4, "b": 461.04 }, "text": "
Area (ac)CNDescription
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0.060100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)
2.0Direct Entry,
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497.808 ], "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "html_text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 461.04, 560.4, 479.424 ], "cells": [ { "location": [ 52.32, 461.04, 221.68, 479.424 ], "text": "2.0", "html_text": "2.0", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.68, 461.04, 560.4, 479.424 ], "text": "Direct Entry,", "html_text": "Direct Entry,", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 3, "ref": "#/tables/0", "reading_order": 5 }, { "page": 48, "type": "TEXT", "location": { "l": 190.08, "t": 451.2, "r": 426.96, "b": 436.56 }, "text": "Subcatchment 10S: BY-PASS POROUS", "reading_order": 6 }, { "page": 48, "type": "FIGURE", "location": { "l": 63.36, "t": 427.68, "r": 551.04, "b": 164.64 }, "text": "", "reading_order": 7 }, { "page": 48, "type": "TEXT", "location": { "l": 254.4, "t": 430.32, "r": 306.72, "b": 419.52 }, "text": "Hydrograph", "reading_order": 8 } ] }, { "page": 49, "items": [ { "page": 49, "type": "TITLE", "location": { "l": 139.68, "t": 687.6, "r": 480.72, "b": 672.48 }, "text": "Summary for Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 49, "type": "TEXT", "location": { "l": 51.84, "t": 659.28, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 49, "type": "TEXT", "location": { "l": 52.08, "t": 636.24, "r": 463.44, "b": 612 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 0.017 af, Depth> 2.92\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 49, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 575.04 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 49, "type": "TEXT", "location": { "l": 52.8, "t": 564.96, "r": 559.44, "b": 546.96 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 49, "type": "TEXT", "location": { "l": 52.8, "t": 546.96, "r": 559.44, "b": 528.96 }, "text": "0.070 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 49, "type": "TEXT", "location": { "l": 52.8, "t": 528.96, "r": 559.44, "b": 510.96 }, "text": "0.070 100.00% Impervious Area", "reading_order": 6 }, { "page": 49, "type": "TEXT", "location": { "l": 52.8, "t": 510.96, "r": 559.44, "b": 492.96 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)", "reading_order": 7 }, { "page": 49, "type": "TEXT", "location": { "l": 52.8, "t": 492.96, "r": 559.44, "b": 474.96 }, "text": "Direct Entry,", "reading_order": 8 }, { "page": 49, "type": "TEXT", "location": { "l": 178.08, "t": 463.2, "r": 439.92, "b": 447.84 }, "text": "Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 9 }, { "page": 49, "type": "FIGURE", "location": { "l": 62.16, "t": 443.04, "r": 551.76, "b": 176.16 }, "text": "", "reading_order": 10 } ] }, { "page": 50, "items": [ { "page": 50, "type": "TITLE", "location": { "l": 198, "t": 687.36, "r": 419.76, "b": 672.48 }, "text": "Summary for Reach 10: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 50, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 250.8, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 50, "type": "TEXT", "location": { "l": 52.32, "t": 636.24, "r": 517.68, "b": 598.08 }, "text": "Inflow Area = 2.340 ac, 64.96% Impervious, Inflow Depth > 0.21\" for 2 YEAR event\nInflow = 0.24 cfs @ 12.09 hrs, Volume= 0.040 af\nOutflow = 0.24 cfs @ 12.09 hrs, Volume= 0.040 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 50, "type": "TEXT", "location": { "l": 51.84, "t": 588.48, "r": 420.96, "b": 574.8 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 50, "type": "TEXT", "location": { "l": 236.64, "t": 563.52, "r": 378.48, "b": 548.64 }, "text": "Reach 10: COMPOSITE", "reading_order": 4 }, { "page": 50, "type": "FIGURE", "location": { "l": 62.4, "t": 549.6, "r": 553.44, "b": 275.04 }, "text": "", "reading_order": 5 } ] }, { "page": 51, "items": [ { "page": 51, "type": "TITLE", "location": { "l": 162.24, "t": 687.84, "r": 457.44, "b": 672.72 }, "text": "Summary for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 51, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 51, "type": "TEXT", "location": { "l": 52.08, "t": 641.76, "r": 549.6, "b": 490.08 }, "text": "Inflow Area = 1.290 ac, 55.81% Impervious, Inflow Depth > 1.63\" for 2 YEAR event\nInflow = 1.36 cfs @ 12.22 hrs, Volume= 0.175 af\nOutflow = 0.28 cfs @ 13.18 hrs, Volume= 0.104 af, Atten= 79%, Lag= 57.6 min\nDiscarded = 0.09 cfs @ 13.18 hrs, Volume= 0.081 af\nPrimary = 0.19 cfs @ 13.18 hrs, Volume= 0.023 af\n\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 111.65' @ 13.18 hrs Surf.Area= 2,939 sf Storage= 3,983 cf\n\nPlug-Flow detention time= 167.6 min calculated for 0.104 af (59% of inflow)\nCenter-of-Mass det. time= 81.6 min ( 831.1 - 749.5 )", "reading_order": 2 }, { "page": 51, "type": "TABLE", "location": { "l": 52.56, "t": 480.96, "r": 558.72, "b": 355.2 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1110.00'12,950 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
110.002,00000
111.002,4502,2252,225
112.003,2002,8255,050
113.004,0003,6008,650
114.004,6004,30012,950
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457.488, 465.24 ], "text": "Custom Stage Data (Prismatic)", "html_text": "Custom Stage Data (Prismatic)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 457.488, 449.52, 558.72, 465.24 ], "text": "Listed below (Recalc)", "html_text": "Listed below (Recalc)", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.56, 433.8, 558.72, 449.52 ], "cells": [ { "location": [ 52.56, 433.8, 153.792, 449.52 ], "text": "Elevation\n(feet)", "html_text": "Elevation\n(feet)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.792, 433.8, 255.024, 449.52 ], "text": "Surf.Area\n(sq-ft)", "html_text": "Surf.Area\n(sq-ft)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 255.024, 433.8, 356.256, 449.52 ], "text": "Inc.Store\n(cubic-feet)", "html_text": "Inc.Store\n(cubic-feet)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.256, 433.8, 558.72, 449.52 ], "text": "Cum.Store\n(cubic-feet)", "html_text": "Cum.Store\n(cubic-feet)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.56, 418.08, 558.72, 433.8 ], "cells": [ { "location": [ 52.56, 418.08, 153.792, 433.8 ], "text": "110.00", "html_text": "110.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.792, 418.08, 255.024, 433.8 ], "text": "2,000", "html_text": "2,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 255.024, 418.08, 356.256, 433.8 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.256, 418.08, 558.72, 433.8 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.56, 402.36, 558.72, 418.08 ], "cells": [ { "location": [ 52.56, 402.36, 153.792, 418.08 ], "text": "111.00", "html_text": "111.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.792, 402.36, 255.024, 418.08 ], "text": "2,450", "html_text": "2,450", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 255.024, 402.36, 356.256, 418.08 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.256, 402.36, 558.72, 418.08 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 52.56, 386.64, 558.72, 402.36 ], "cells": [ { "location": [ 52.56, 386.64, 153.792, 402.36 ], "text": "112.00", "html_text": "112.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.792, 386.64, 255.024, 402.36 ], "text": "3,200", "html_text": "3,200", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 255.024, 386.64, 356.256, 402.36 ], "text": "2,825", "html_text": "2,825", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.256, 386.64, 558.72, 402.36 ], "text": "5,050", "html_text": "5,050", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 52.56, 370.92, 558.72, 386.64 ], "cells": [ { "location": [ 52.56, 370.92, 153.792, 386.64 ], "text": "113.00", "html_text": "113.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.792, 370.92, 255.024, 386.64 ], "text": "4,000", "html_text": "4,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 255.024, 370.92, 356.256, 386.64 ], "text": "3,600", "html_text": "3,600", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.256, 370.92, 558.72, 386.64 ], "text": "8,650", "html_text": "8,650", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 7, "location": [ 52.56, 355.2, 558.72, 370.92 ], "cells": [ { "location": [ 52.56, 355.2, 153.792, 370.92 ], "text": "114.00", "html_text": "114.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.792, 355.2, 255.024, 370.92 ], "text": "4,600", "html_text": "4,600", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 255.024, 355.2, 356.256, 370.92 ], "text": "4,300", "html_text": "4,300", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.256, 355.2, 558.72, 370.92 ], "text": "12,950", "html_text": "12,950", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 8, "n_cols": 5, "ref": "#/tables/0", "reading_order": 3 }, { "page": 51, "type": "TABLE", "location": { "l": 51.6, "t": 347.04, "r": 455.28, "b": 258.96 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.00'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'
#2Primary111.50'12.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
#3Primary113.00'24.0" x 48.0" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
", "rows": [ { "row_index": 0, "location": [ 51.6, 325.02, 455.28, 347.04 ], "cells": [ { "location": [ 51.6, 325.02, 152.52, 347.04 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.52, 325.02, 253.44, 347.04 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.44, 325.02, 354.36, 347.04 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.36, 325.02, 455.28, 347.04 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 51.6, 303, 455.28, 325.02 ], "cells": [ { "location": [ 51.6, 303, 152.52, 325.02 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.52, 303, 253.44, 325.02 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.44, 303, 354.36, 325.02 ], "text": "110.00'", "html_text": "110.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.36, 303, 455.28, 325.02 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 51.6, 280.98, 455.28, 303 ], "cells": [ { "location": [ 51.6, 280.98, 152.52, 303 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.52, 280.98, 253.44, 303 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.44, 280.98, 354.36, 303 ], "text": "111.50'", "html_text": "111.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.36, 280.98, 455.28, 303 ], "text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 51.6, 258.96, 455.28, 280.98 ], "cells": [ { "location": [ 51.6, 258.96, 152.52, 280.98 ], "text": "#3", "html_text": "#3", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.52, 258.96, 253.44, 280.98 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.44, 258.96, 354.36, 280.98 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.36, 258.96, 455.28, 280.98 ], "text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 4, "n_cols": 4, "ref": "#/tables/1", "reading_order": 4 }, { "page": 51, "type": "TEXT", "location": { "l": 51.6, "t": 250.56, "r": 439.2, "b": 224.16 }, "text": "Discarded OutFlow Max=0.09 cfs @ 13.18 hrs HW=111.65' (Free Discharge)\n1=Exfiltration (Controls 0.09 cfs)", "reading_order": 5 }, { "page": 51, "type": "TEXT", "location": { "l": 52.08, "t": 214.8, "r": 426.96, "b": 177.36 }, "text": "Primary OutFlow Max=0.19 cfs @ 13.18 hrs HW=111.65' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.19 cfs @ 1.25 fps)\n3=Orifice/Grate (Controls 0.00 cfs)", "reading_order": 6 } ] }, { "page": 52, "items": [ { "page": 52, "type": "TEXT", "location": { "l": 201.6, "t": 687.84, "r": 415.68, "b": 673.2 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 52, "type": "FIGURE", "location": { "l": 62.16, "t": 670.56, "r": 552.24, "b": 399.12 }, "text": "", "reading_order": 1 } ] }, { "page": 53, "items": [ { "page": 53, "type": "TEXT", "location": { "l": 152.88, "t": 687.6, "r": 467.52, "b": 672.72 }, "text": "Stage-Discharge for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 53, "type": "TABLE", "location": { "l": 55.2, "t": 662.16, "r": 500.16, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.000.000.000.00112.651.720.131.59
110.050.050.050.00112.701.760.131.63
110.100.050.050.00112.751.800.131.67
110.150.050.050.00112.801.840.131.71
110.200.050.050.00112.851.880.131.74
110.250.050.050.00112.901.920.141.78
110.300.050.050.00112.951.950.141.82
110.350.050.050.00113.001.990.141.85
110.400.060.060.00113.052.470.142.33
110.450.060.060.00113.103.300.143.16
110.500.060.060.00113.154.380.144.23
110.550.060.060.00113.205.640.155.50
110.600.060.060.00113.257.070.156.92
110.650.060.060.00113.308.650.158.50
110.700.060.060.00113.3510.360.1510.21
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0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids
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0.105 afTotal Available Storage
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0.072 af Embedded = 0.120 af x 40.0% Voids", "html_text": "0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 398.352, 556.8, 419.424 ], "cells": [ { "location": [ 52.32, 398.352, 178.44, 419.424 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 398.352, 304.56, 419.424 ], "text": "107.83'", "html_text": "107.83'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 398.352, 430.68, 419.424 ], "text": "0.057 af", "html_text": "0.057 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 398.352, 556.8, 419.424 ], "text": "ADS N-12 24\" x 36 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "html_text": "ADS N-12 24\" x 36 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 377.28, 556.8, 398.352 ], "cells": [ { "location": [ 52.32, 377.28, 178.44, 398.352 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 377.28, 304.56, 398.352 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 377.28, 430.68, 398.352 ], "text": "0.105 af", "html_text": "0.105 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 377.28, 556.8, 398.352 ], "text": "Total Available Storage", "html_text": "Total Available Storage", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 3 }, { "page": 55, "type": "TEXT", "location": { "l": 190.32, "t": 382.08, "r": 357.36, "b": 368.88 }, "text": "0.105 af Total Available Storage", "reading_order": 4 }, { "page": 55, "type": "TITLE", "location": { "l": 66.96, "t": 358.8, "r": 295.44, "b": 345.36 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5, "level": 4 }, { "page": 55, "type": "TABLE", "location": { "l": 49.2, "t": 335.76, "r": 563.28, "b": 196.08 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded107.50'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'
#2Primary109.00'8.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.09 cfs @ 12.99 hrsHW=108.37' (Free Discharge)
1=Exfiltration ( Controls 0.09 cfs)
Primary OutFlowMax=0.00 cfs @ 5.00 hrsHW=107.50' (Free Discharge)
2=Orifice/Grate ( Controls 0.00 cfs)
", "rows": [ { "row_index": 0, "location": [ 49.2, 315.8057, 563.28, 335.76 ], "cells": [ { "location": [ 49.2, 315.8057, 177.72, 335.76 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.72, 315.8057, 306.24, 335.76 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306.24, 315.8057, 434.76, 335.76 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.76, 315.8057, 563.28, 335.76 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 49.2, 295.8514, 563.28, 315.8057 ], "cells": [ { "location": [ 49.2, 295.8514, 177.72, 315.8057 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.72, 295.8514, 306.24, 315.8057 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306.24, 295.8514, 434.76, 315.8057 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.76, 295.8514, 563.28, 315.8057 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 49.2, 275.8971, 563.28, 295.8514 ], "cells": [ { "location": [ 49.2, 275.8971, 177.72, 295.8514 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.72, 275.8971, 306.24, 295.8514 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306.24, 275.8971, 434.76, 295.8514 ], "text": "109.00'", "html_text": "109.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.76, 275.8971, 563.28, 295.8514 ], "text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 49.2, 255.9429, 563.28, 275.8971 ], "cells": [ { "location": [ 49.2, 255.9429, 306.24, 275.8971 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306.24, 255.9429, 434.76, 275.8971 ], "text": "Max=0.09 cfs @ 12.99 hrs", "html_text": "Max=0.09 cfs @ 12.99 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.76, 255.9429, 563.28, 275.8971 ], "text": "HW=108.37' (Free Discharge)", "html_text": "HW=108.37' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 49.2, 235.9886, 563.28, 255.9429 ], "cells": [ { "location": [ 49.2, 235.9886, 563.28, 255.9429 ], "text": "1=Exfiltration ( Controls 0.09 cfs)", "html_text": "1=Exfiltration ( Controls 0.09 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 49.2, 216.0343, 563.28, 235.9886 ], "cells": [ { "location": [ 49.2, 216.0343, 306.24, 235.9886 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306.24, 216.0343, 434.76, 235.9886 ], "text": "Max=0.00 cfs @ 5.00 hrs", "html_text": "Max=0.00 cfs @ 5.00 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.76, 216.0343, 563.28, 235.9886 ], "text": "HW=107.50' (Free Discharge)", "html_text": "HW=107.50' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 49.2, 196.08, 563.28, 216.0343 ], "cells": [ { "location": [ 49.2, 196.08, 563.28, 216.0343 ], "text": "2=Orifice/Grate ( Controls 0.00 cfs)", "html_text": "2=Orifice/Grate ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 } ] }, { "page": 56, "items": [ { "page": 56, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.4, "b": 672.72 }, "text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 56, "type": "TEXT", "location": { "l": 49.68, "t": 661.44, "r": 543.12, "b": 406.08 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'", "reading_order": 1 }, { "page": 56, "type": "TEXT", "location": { "l": 52.08, "t": 400.8, "r": 127.92, "b": 360.48 }, "text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone", "reading_order": 2 }, { "page": 56, "type": "FIGURE", "location": { "l": 223.68, "t": 346.8, "r": 387.84, "b": 93.36 }, "text": "", "reading_order": 3 } ] }, { "page": 57, "items": [ { "page": 57, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 57, "type": "FIGURE", "location": { "l": 61.92, "t": 672.72, "r": 552, "b": 400.08 }, "text": "", "reading_order": 1 } ] }, { "page": 58, "items": [ { "page": 58, "type": "TEXT", "location": { "l": 153.84, "t": 687.84, "r": 466.32, "b": 672.72 }, "text": "Stage-Discharge for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 58, "type": "TABLE", "location": { "l": 56.4, "t": 661.92, "r": 275.04, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
107.500.000.000.00
107.550.070.070.00
107.600.070.070.00
107.650.070.070.00
107.700.070.070.00
107.750.070.070.00
107.800.070.070.00
107.850.070.070.00
107.900.070.070.00
107.950.080.080.00
108.000.080.080.00
108.050.080.080.00
108.100.080.080.00
108.150.080.080.00
108.200.080.080.00
108.250.080.080.00
108.300.090.090.00
108.350.090.090.00
108.400.090.090.00
108.450.090.090.00
108.500.090.090.00
108.550.090.090.00
108.600.090.090.00
108.650.090.090.00
108.700.100.100.00
108.750.100.100.00
108.800.100.100.00
108.850.100.100.00
108.900.100.100.00
108.950.100.100.00
109.000.100.100.00
109.050.130.100.02
109.100.170.110.07
109.150.230.110.12
109.200.300.110.19
109.250.380.110.27
109.300.460.110.35
109.350.550.110.44
109.400.620.110.50
109.450.680.110.56
109.500.730.120.61
109.550.770.120.66
109.600.820.120.70
109.650.860.120.74
109.700.900.120.78
109.750.940.120.81
109.800.970.120.85
109.851.010.120.88
109.901.040.130.91
109.951.070.130.95
110.001.100.130.98
110.051.130.131.00
110.101.160.131.03
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Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.151.190.131.06
110.201.220.131.09
110.251.250.141.11
110.301.270.141.14
110.351.300.141.16
110.401.330.141.19
110.451.350.141.21
110.501.380.141.23
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Elevation (feet)Surface (acres)Storage (acre-feet)
107.500.0640.000
107.550.0640.001
107.600.0640.003
107.650.0640.004
107.700.0640.005
107.750.0640.006
107.800.0640.008
107.850.0640.009
107.900.0640.010
107.950.0640.011
108.000.0640.012
108.050.0640.013
108.100.0640.014
108.150.0640.016
108.200.0640.018
108.250.0640.020
108.300.0640.022
108.350.0640.024
108.400.0640.026
108.450.0640.028
108.500.0640.030
108.550.0640.032
108.600.0640.034
108.650.0640.036
108.700.0640.039
108.750.0640.041
108.800.0640.043
108.850.0640.045
108.900.0640.048
108.950.0640.050
109.000.0640.052
109.050.0640.055
109.100.0640.057
109.150.0640.059
109.200.0640.062
109.250.0640.064
109.300.0640.066
109.350.0640.068
109.400.0640.071
109.450.0640.073
109.500.0640.075
109.550.0640.077
109.600.0640.079
109.650.0640.081
109.700.0640.083
109.750.0640.085
109.800.0640.087
109.850.0640.089
109.900.0640.090
109.950.0640.092
110.000.0640.093
110.050.0640.094
110.100.0640.095
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"location": [ 246.48, 637.6533, 306, 650.0267 ], "text": "110.15", "html_text": "110.15", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 637.6533, 365.52, 650.0267 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 637.6533, 425.04, 650.0267 ], "text": "0.096", "html_text": "0.096", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 246.48, 625.28, 425.04, 637.6533 ], "cells": [ { "location": [ 246.48, 625.28, 306, 637.6533 ], "text": "110.20", "html_text": "110.20", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, 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"location": [ 246.48, 563.4133, 425.04, 575.7867 ], "cells": [ { "location": [ 246.48, 563.4133, 306, 575.7867 ], "text": "110.45", "html_text": "110.45", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 563.4133, 365.52, 575.7867 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 563.4133, 425.04, 575.7867 ], "text": "0.104", "html_text": "0.104", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 8, "location": [ 246.48, 551.04, 425.04, 563.4133 ], "cells": [ { "location": [ 246.48, 551.04, 306, 563.4133 ], "text": "110.50", "html_text": "110.50", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 551.04, 365.52, 563.4133 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 551.04, 425.04, 563.4133 ], "text": "0.105", "html_text": "0.105", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 9, "n_cols": 3, "ref": "#/tables/1", "reading_order": 2 } ] }, { "page": 60, "items": [ { "page": 60, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 455.76, "b": 672.72 }, "text": "Summary for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 60, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 60, "type": "TEXT", "location": { "l": 52.32, "t": 638.4, "r": 551.76, "b": 489.84 }, "text": "Inflow Area = 0.460 ac, 100.00% Impervious, Inflow Depth > 2.92\" for 2 YEAR event\nInflow = 1.48 cfs @ 12.10 hrs, Volume= 0.112 af\nOutflow = 0.12 cfs @ 13.25 hrs, Volume= 0.102 af, Atten= 92%, Lag= 69.2 min\nDiscarded = 0.12 cfs @ 13.25 hrs, Volume= 0.102 af\nPrimary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 111.92' @ 13.25 hrs Surf.Area= 0.085 ac Storage= 0.047 af\n\nPlug-Flow detention time= 144.1 min calculated for 0.101 af (91% of inflow)\nCenter-of-Mass det. time= 111.3 min (848.5 - 737.2)", "reading_order": 2 }, { "page": 60, "type": "TABLE", "location": { "l": 52.32, "t": 482.64, "r": 556.8, "b": 375.84 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A110.80'0.063 af55.75'W x 66.33'L x 3.00'H Field A
0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids
#2A111.13'0.076 afADS N-12 24" x 48 Inside #1\nInside = 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside
0.139 afTotal Available Storage
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0.096 af Embedded = 0.159 af x 40.0% Voids", "html_text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 397.2, 556.8, 418.56 ], "cells": [ { "location": [ 52.32, 397.2, 178.44, 418.56 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 397.2, 304.56, 418.56 ], "text": "111.13'", "html_text": "111.13'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 397.2, 430.68, 418.56 ], "text": "0.076 af", "html_text": "0.076 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 397.2, 556.8, 418.56 ], "text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "html_text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 375.84, 556.8, 397.2 ], "cells": [ { "location": [ 52.32, 375.84, 178.44, 397.2 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 375.84, 304.56, 397.2 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 375.84, 430.68, 397.2 ], "text": "0.139 af", "html_text": "0.139 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 375.84, 556.8, 397.2 ], "text": "Total Available Storage", "html_text": "Total Available Storage", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 3 }, { "page": 60, "type": "TEXT", "location": { "l": 190.32, "t": 381.84, "r": 357.36, "b": 368.88 }, "text": "0.139 af Total Available Storage", "reading_order": 4 }, { "page": 60, "type": "TITLE", "location": { "l": 67.2, "t": 358.8, "r": 295.44, "b": 345.36 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5, "level": 4 }, { "page": 60, "type": "TABLE", "location": { "l": 49.2, "t": 335.52, "r": 562.8, "b": 196.8 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.80'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'
#2Primary113.00'12.0" W x 6.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.12 cfs @ 13.25 hrs HW=111.92' (Free Discharge)
1=Exfiltration ( Controls 0.12 cfs)
Primary OutFlowMax=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)
2=Orifice/Grate ( Controls 0.00 cfs)
", "rows": [ { "row_index": 0, "location": [ 49.2, 315.7029, 562.8, 335.52 ], "cells": [ { "location": [ 49.2, 315.7029, 177.6, 335.52 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.6, 315.7029, 306, 335.52 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 315.7029, 434.4, 335.52 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.4, 315.7029, 562.8, 335.52 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 49.2, 295.8857, 562.8, 315.7029 ], "cells": [ { "location": [ 49.2, 295.8857, 177.6, 315.7029 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.6, 295.8857, 306, 315.7029 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 295.8857, 434.4, 315.7029 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.4, 295.8857, 562.8, 315.7029 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 49.2, 276.0686, 562.8, 295.8857 ], "cells": [ { "location": [ 49.2, 276.0686, 177.6, 295.8857 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.6, 276.0686, 306, 295.8857 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 276.0686, 434.4, 295.8857 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.4, 276.0686, 562.8, 295.8857 ], "text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 49.2, 256.2514, 562.8, 276.0686 ], "cells": [ { "location": [ 49.2, 256.2514, 306, 276.0686 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 256.2514, 562.8, 276.0686 ], "text": "Max=0.12 cfs @ 13.25 hrs HW=111.92' (Free Discharge)", "html_text": "Max=0.12 cfs @ 13.25 hrs HW=111.92' (Free Discharge)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 49.2, 236.4343, 562.8, 256.2514 ], "cells": [ { "location": [ 49.2, 236.4343, 562.8, 256.2514 ], "text": "1=Exfiltration ( Controls 0.12 cfs)", "html_text": "1=Exfiltration ( Controls 0.12 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 49.2, 216.6171, 562.8, 236.4343 ], "cells": [ { "location": [ 49.2, 216.6171, 306, 236.4343 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 216.6171, 562.8, 236.4343 ], "text": "Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)", "html_text": "Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 49.2, 196.8, 562.8, 216.6171 ], "cells": [ { "location": [ 49.2, 196.8, 562.8, 216.6171 ], "text": "2=Orifice/Grate ( Controls 0.00 cfs)", "html_text": "2=Orifice/Grate ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 } ] }, { "page": 61, "items": [ { "page": 61, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.4, "b": 672.72 }, "text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 61, "type": "TEXT", "location": { "l": 49.68, "t": 662.64, "r": 544.8, "b": 406.08 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'", "reading_order": 1 }, { "page": 61, "type": "TEXT", "location": { "l": 51.84, "t": 400.56, "r": 127.92, "b": 360.48 }, "text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone", "reading_order": 2 }, { "page": 61, "type": "FIGURE", "location": { "l": 196.8, "t": 348.96, "r": 414.72, "b": 92.88 }, "text": "", "reading_order": 3 } ] }, { "page": 62, "items": [ { "page": 62, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 62, "type": "FIGURE", "location": { "l": 60.96, "t": 670.56, "r": 552.24, "b": 400.08 }, "text": "", "reading_order": 1 } ] }, { "page": 63, "items": [ { "page": 63, "type": "TEXT", "location": { "l": 154.08, "t": 687.84, "r": 466.08, "b": 672.72 }, "text": "Stage-Discharge for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 63, "type": "TABLE", "location": { "l": 56.88, "t": 661.44, "r": 275.28, "b": 56.88 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.800.000.000.00
110.850.090.090.00
110.900.090.090.00
110.950.090.090.00
111.000.090.090.00
111.050.090.090.00
111.100.090.090.00
111.150.100.100.00
111.200.100.100.00
111.250.100.100.00
111.300.100.100.00
111.350.100.100.00
111.400.100.100.00
111.450.110.110.00
111.500.110.110.00
111.550.110.110.00
111.600.110.110.00
111.650.110.110.00
111.700.110.110.00
111.750.110.110.00
111.800.120.120.00
111.850.120.120.00
111.900.120.120.00
111.950.120.120.00
112.000.120.120.00
112.050.120.120.00
112.100.130.130.00
112.150.130.130.00
112.200.130.130.00
112.250.130.130.00
112.300.130.130.00
112.350.130.130.00
112.400.130.130.00
112.450.140.140.00
112.500.140.140.00
112.550.140.140.00
112.600.140.140.00
112.650.140.140.00
112.700.140.140.00
112.750.150.150.00
112.800.150.150.00
112.850.150.150.00
112.900.150.150.00
112.950.150.150.00
113.000.150.150.00
113.050.190.150.04
113.100.260.160.10
113.150.340.160.19
113.200.450.160.29
113.250.560.160.40
113.300.690.160.53
113.350.830.160.66
113.400.980.170.81
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{ "location": [ 220.68, 639.0489, 275.28, 650.2444 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 56.88, 627.8533, 275.28, 639.0489 ], "cells": [ { "location": [ 56.88, 627.8533, 111.48, 639.0489 ], "text": "110.85", "html_text": "110.85", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 627.8533, 166.08, 639.0489 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 627.8533, 220.68, 639.0489 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 627.8533, 275.28, 639.0489 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 56.88, 616.6578, 275.28, 627.8533 ], "cells": [ { "location": [ 56.88, 616.6578, 111.48, 627.8533 ], "text": "110.90", "html_text": "110.90", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 616.6578, 166.08, 627.8533 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 616.6578, 220.68, 627.8533 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 616.6578, 275.28, 627.8533 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 56.88, 605.4622, 275.28, 616.6578 ], "cells": [ { "location": [ 56.88, 605.4622, 111.48, 616.6578 ], "text": "110.95", "html_text": "110.95", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 605.4622, 166.08, 616.6578 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 605.4622, 220.68, 616.6578 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 605.4622, 275.28, 616.6578 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 56.88, 594.2667, 275.28, 605.4622 ], "cells": [ { "location": [ 56.88, 594.2667, 111.48, 605.4622 ], "text": "111.00", "html_text": "111.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 594.2667, 166.08, 605.4622 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 594.2667, 220.68, 605.4622 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 594.2667, 275.28, 605.4622 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 56.88, 583.0711, 275.28, 594.2667 ], "cells": [ { "location": [ 56.88, 583.0711, 111.48, 594.2667 ], "text": "111.05", "html_text": "111.05", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 583.0711, 166.08, 594.2667 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 583.0711, 220.68, 594.2667 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 583.0711, 275.28, 594.2667 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 7, "location": [ 56.88, 571.8756, 275.28, 583.0711 ], "cells": [ { "location": [ 56.88, 571.8756, 111.48, 583.0711 ], "text": "111.10", "html_text": "111.10", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 571.8756, 166.08, 583.0711 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 571.8756, 220.68, 583.0711 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 571.8756, 275.28, 583.0711 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 8, "location": [ 56.88, 560.68, 275.28, 571.8756 ], "cells": [ { "location": [ 56.88, 560.68, 111.48, 571.8756 ], "text": "111.15", "html_text": "111.15", 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"links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 551.04, 365.52, 563.3867 ], "text": "0.085", "html_text": "0.085", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 551.04, 425.04, 563.3867 ], "text": "0.139", "html_text": "0.139", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 9, "n_cols": 3, "ref": "#/tables/1", "reading_order": 2 } ] }, { "page": 65, "items": [ { "page": 65, "type": "TEXT", "location": { "l": 50.88, "t": 738.96, "r": 561.6, "b": 700.56 }, "text": "POST DEV NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 29", "reading_order": 0 }, { "page": 65, "type": "TEXT", "location": { "l": 120.48, "t": 687.36, "r": 490.32, "b": 650.88 }, "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "reading_order": 1 }, { "page": 65, "type": "TEXT", "location": { "l": 51.6, "t": 639.84, "r": 196.56, "b": 627.6 }, "text": "Subcatchment1S: POROUS", "reading_order": 2 }, { "page": 65, "type": "TEXT", "location": { "l": 257.76, "t": 640.08, "r": 560.16, "b": 616.32 }, "text": "Subcatchment1S: POROUS\nRunoff Area=0.570 ac 0.00% Impervious Runoff Depth>0.21\"\nFlow Length=310' Tc=12.9 min CN=39 Runoff=0.03 cfs 0.010 af", "reading_order": 3 }, { "page": 65, "type": "TEXT", "location": { "l": 51.6, "t": 604.08, "r": 216.96, "b": 592.08 }, "text": "Subcatchment2S: IMPERVIOUS", "reading_order": 4 }, { "page": 65, "type": "TEXT", "location": { "l": 259.44, "t": 605.28, "r": 559.92, "b": 580.8 }, "text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>4.66\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=2.16 cfs 0.280 af", "reading_order": 5 }, { "page": 65, "type": "TEXT", "location": { "l": 52.32, "t": 568.8, "r": 560.16, "b": 546 }, "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=1.48 cfs 0.105 af", "reading_order": 6 }, { "page": 65, "type": "TEXT", "location": { "l": 59.52, "t": 533.76, "r": 559.2, "b": 509.52 }, "text": "Runoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.22\" Flow Length=250' Tc=12.4 min CN=39 Runoff=0.01 cfs 0.003 af", "reading_order": 7 }, { "page": 65, "type": "TEXT", "location": { "l": 51.6, "t": 532.56, "r": 196.32, "b": 520.8 }, "text": "Subcatchment6S: POROUS", "reading_order": 8 }, { "page": 65, "type": "TEXT", "location": { "l": 52.56, "t": 497.52, "r": 560.16, "b": 473.52 }, "text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=2.35 cfs 0.179 af", "reading_order": 9 }, { "page": 65, "type": "TEXT", "location": { "l": 52.08, "t": 462.48, "r": 559.68, "b": 439.92 }, "text": "Subcatchment10S: BY-PASSPOROUS Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.22\" Tc=2.0 min CN=39 Runoff=0.00 cfs 0.001 af", "reading_order": 10 }, { "page": 65, "type": "TEXT", "location": { "l": 52.08, "t": 426.48, "r": 559.68, "b": 402.96 }, "text": "Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>4.66\"\nTc=2.0 min CN=98 Runoff=0.37 cfs 0.027 af", "reading_order": 11 }, { "page": 65, "type": "TEXT", "location": { "l": 51.6, "t": 425.52, "r": 203.76, "b": 413.76 }, "text": "Subcatchment11S: BY-PASS", "reading_order": 12 }, { "page": 65, "type": "TEXT", "location": { "l": 441.36, "t": 390.96, "r": 560.64, "b": 366.96 }, "text": "Inflow=1.00 cfs 0.149 af\nOutflow=1.00 cfs 0.149 af", "reading_order": 13 }, { "page": 65, "type": "TEXT", "location": { "l": 51.6, "t": 390, "r": 172.8, "b": 378.48 }, "text": "Reach 10: COMPOSITE", "reading_order": 14 }, { "page": 65, "type": "TEXT", "location": { "l": 52.8, "t": 355.2, "r": 559.44, "b": 330.72 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 112.02' $ Storage=5,118 cf Inflow= $ 2.16 $ cfs 0.290 af Discarded=0.10 cfs 0.089 af Primary=0.95 cfs 0.120 af Outflow=1.05 cfs 0.209 af", "reading_order": 15 }, { "page": 65, "type": "TEXT", "location": { "l": 51.6, "t": 319.44, "r": 559.44, "b": 307.44 }, "text": "Pond 8P: SSIB #2 UNDERGROUND Peak Elev=108.89' Storage=0.047 af Inflow=1.48 cfs 0.108 af", "reading_order": 16 }, { "page": 65, "type": "TEXT", "location": { "l": 182.4, "t": 306.72, "r": 559.44, "b": 295.44 }, "text": "Discarded=0.10 cfs 0.088 af Primary=0.00 cfs 0.000 af Outflow=0.10 cfs 0.088 af", "reading_order": 17 }, { "page": 65, "type": "TEXT", "location": { "l": 52.8, "t": 283.68, "r": 561.36, "b": 259.92 }, "text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=112.59' Storage=0.087 af Inflow=2.35 cfs 0.179 af Discarded=0.14 cfs 0.127 af Primary=0.00 cfs 0.000 af Outflow=0.14 cfs 0.127 af", "reading_order": 18 }, { "page": 65, "type": "TEXT", "location": { "l": 122.64, "t": 247.68, "r": 568.8, "b": 223.92 }, "text": "Total Runoff Area = 2.340 ac Runoff Volume = 0.605 af Average Runoff Depth = 3.10\"\n35.04% Pervious = 0.820 ac 64.96% Impervious = 1.520 ac", "reading_order": 19 } ] }, { "page": 66, "items": [ { "page": 66, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 3 }, { "page": 66, "type": "TEXT", "location": { "l": 52.8, "t": 660, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.03 cfs @ 13.03 hrs, Volume= 0.010 af, Depth> 0.21\"\nRouted to Pond 3P : SSIB #1 SURFACE BASIN", "reading_order": 1 }, { "page": 66, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 589.92, "r": 559.44, "b": 570.78 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 570.78, "r": 559.44, "b": 551.64 }, "text": "0.570 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 551.64, "r": 559.44, "b": 532.5 }, "text": "0.570 100.00% Pervious Area", "reading_order": 5 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 532.5, "r": 559.44, "b": 513.36 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 513.36, "r": 559.44, "b": 494.22 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\"", "reading_order": 7 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 494.22, "r": 559.44, "b": 475.08 }, "text": "0.3 50 0.0350 2.81 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 8 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 475.08, "r": 559.44, "b": 455.94 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 66, "type": "TEXT", "location": { "l": 52.56, "t": 455.94, "r": 559.44, "b": 436.8 }, "text": "12.9 310 Total", "reading_order": 10 }, { "page": 66, "type": "TEXT", "location": { "l": 222.72, "t": 425.28, "r": 393.36, "b": 410.64 }, "text": "Subcatchment 1S: POROUS", "reading_order": 11 }, { "page": 66, "type": "FIGURE", "location": { "l": 62.4, "t": 404.88, "r": 552.72, "b": 138.24 }, "text": "", "reading_order": 12 } ] }, { "page": 67, "items": [ { "page": 67, "type": "TITLE", "location": { "l": 171.84, "t": 687.6, "r": 447.36, "b": 672.72 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 67, "type": "TEXT", "location": { "l": 53.04, "t": 660.48, "r": 466.32, "b": 645.84 }, "text": "Runoff = 2.16 cfs @ 12.22 hrs, Volume=", "reading_order": 1 }, { "page": 67, "type": "TEXT", "location": { "l": 53.28, "t": 660, "r": 306.72, "b": 634.56 }, "text": "Runoff = 2.16 cfs @ 12.22 hrs, Volume=\nRouted to Pond 3P : SSIB #1 SURFACE BASIN\n0.280 af, Depth> 4.66\"", "reading_order": 2 }, { "page": 67, "type": "TEXT", "location": { "l": 345.12, "t": 659.76, "r": 463.68, "b": 646.8 }, "text": "0.280 af, Depth> 4.66\"", "reading_order": 3 }, { "page": 67, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 4 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.75 }, "text": "Area (ac) CN Description", "reading_order": 5 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 570.75, "r": 559.2, "b": 551.58 }, "text": "0.720 98 Paved parking, HSG A", "reading_order": 6 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 551.58, "r": 559.2, "b": 532.41 }, "text": "0.720 100.00% Impervious Area", "reading_order": 7 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 532.41, "r": 559.2, "b": 513.24 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 8 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 513.24, "r": 559.2, "b": 474.9 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 9 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 494.07, "r": 414.3771, "b": 474.9 }, "text": "0.5 50 0.0110 1.57", "reading_order": 10 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 474.9, "r": 559.2, "b": 455.73 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 11 }, { "page": 67, "type": "TEXT", "location": { "l": 52.32, "t": 455.73, "r": 559.2, "b": 436.56 }, "text": "13.1 310 Total", "reading_order": 12 }, { "page": 67, "type": "TEXT", "location": { "l": 210.24, "t": 425.52, "r": 405.6, "b": 410.4 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 13 }, { "page": 67, "type": "FIGURE", "location": { "l": 60.96, "t": 411.36, "r": 553.68, "b": 136.08 }, "text": "", "reading_order": 14 } ] }, { "page": 68, "items": [ { "page": 68, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 5S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 68, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 68, "type": "TEXT", "location": { "l": 52.08, "t": 636.72, "r": 463.68, "b": 610.8 }, "text": "Runoff = 1.48 cfs @ 12.08 hrs, Volume= 0.105 af, Depth> 4.66\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 2 }, { "page": 68, "type": "TEXT", "location": { "l": 52.08, "t": 600.96, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 565.44, "r": 559.44, "b": 547.0629 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 547.0629, "r": 559.44, "b": 528.6857 }, "text": "0.270 98 Roofs, HSG A", "reading_order": 5 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 528.6857, "r": 559.44, "b": 510.3086 }, "text": "0.270 100.00% Impervious Area", "reading_order": 6 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 510.3086, "r": 559.44, "b": 491.9314 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 491.9314, "r": 559.44, "b": 473.5543 }, "text": "0.9 50 0.0100 0.94 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 473.5543, "r": 559.44, "b": 455.1771 }, "text": "0.7 130 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 68, "type": "TEXT", "location": { "l": 52.56, "t": 455.1771, "r": 559.44, "b": 436.8 }, "text": "1.6 180 Total", "reading_order": 10 }, { "page": 68, "type": "TEXT", "location": { "l": 210.24, "t": 425.52, "r": 405.6, "b": 410.64 }, "text": "Subcatchment 5S: IMPERVIOUS", "reading_order": 11 }, { "page": 68, "type": "FIGURE", "location": { "l": 60.48, "t": 412.32, "r": 553.68, "b": 136.32 }, "text": "", "reading_order": 12 } ] }, { "page": 69, "items": [ { "page": 69, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 6S: POROUS", "reading_order": 0, "level": 3 }, { "page": 69, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 463.92, "b": 634.32 }, "text": "Runoff = 0.01 cfs @ 13.01 hrs, Volume= 0.003 af, Depth> 0.22\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 1 }, { "page": 69, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.24 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 570.24, "r": 559.2, "b": 550.56 }, "text": "0.190 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 550.56, "r": 559.2, "b": 530.88 }, "text": "0.190 100.00% Pervious Area", "reading_order": 5 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 530.88, "r": 559.2, "b": 511.2 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 511.2, "r": 559.2, "b": 491.52 }, "text": "11.3 90 0.0270 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\"", "reading_order": 7 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 491.52, "r": 559.2, "b": 471.84 }, "text": "1.1 160 0.0150 2.49 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 8 }, { "page": 69, "type": "TEXT", "location": { "l": 52.32, "t": 471.84, "r": 559.2, "b": 452.16 }, "text": "12.4 250 Total", "reading_order": 9 }, { "page": 69, "type": "TEXT", "location": { "l": 222.72, "t": 437.04, "r": 393.12, "b": 422.4 }, "text": "Subcatchment 6S: POROUS", "reading_order": 10 }, { "page": 69, "type": "FIGURE", "location": { "l": 62.88, "t": 414.24, "r": 552.48, "b": 148.8 }, "text": "", "reading_order": 11 } ] }, { "page": 70, "items": [ { "page": 70, "type": "TITLE", "location": { "l": 131.76, "t": 687.6, "r": 488.88, "b": 672.48 }, "text": "Summary for Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 0, "level": 1 }, { "page": 70, "type": "TEXT", "location": { "l": 51.6, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 70, "type": "TEXT", "location": { "l": 51.84, "t": 636.72, "r": 463.68, "b": 610.56 }, "text": "Runoff = 2.35 cfs @ 12.10 hrs, Volume= 0.179 af, Depth> 4.66\"\nRouted to Pond 9P : SSIB #3 UNDERGROUND", "reading_order": 2 }, { "page": 70, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 566.4, "r": 558.96, "b": 547.29 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 547.29, "r": 558.96, "b": 528.18 }, "text": "0.460 98 Roofs, HSG A", "reading_order": 5 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 528.18, "r": 558.96, "b": 509.07 }, "text": "0.460 100.00% Impervious Area", "reading_order": 6 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 509.07, "r": 558.96, "b": 489.96 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 489.96, "r": 558.96, "b": 470.85 }, "text": "1.5 100 0.0100 1.08 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 470.85, "r": 558.96, "b": 451.74 }, "text": "0.3 40 0.0100 2.03 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 9 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 451.74, "r": 558.96, "b": 432.63 }, "text": "0.8 140 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 70, "type": "TEXT", "location": { "l": 52.32, "t": 432.63, "r": 558.96, "b": 413.52 }, "text": "2.6 280 Total", "reading_order": 11 }, { "page": 70, "type": "TEXT", "location": { "l": 170.4, "t": 401.52, "r": 448.08, "b": 386.88 }, "text": "Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 12 }, { "page": 70, "type": "FIGURE", "location": { "l": 60.96, "t": 384.48, "r": 553.44, "b": 113.76 }, "text": "", "reading_order": 13 } ] }, { "page": 71, "items": [ { "page": 71, "type": "TITLE", "location": { "l": 151.44, "t": 687.6, "r": 468.24, "b": 672.72 }, "text": "Summary for Subcatchment 10S: BY-PASS POROUS", "reading_order": 0, "level": 1 }, { "page": 71, "type": "TEXT", "location": { "l": 51.84, "t": 659.28, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 71, "type": "TEXT", "location": { "l": 52.08, "t": 636.48, "r": 463.2, "b": 610.8 }, "text": "Runoff = 0.00 cfs @ 12.50 hrs, Volume= 0.001 af, Depth> 0.22\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 71, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 575.04 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 71, "type": "TABLE", "location": { "l": 53.28, "t": 564.96, "r": 559.2, "b": 475.2 }, "text": "
Area (ac)CNDescription
0.06039>75% Grass cover, Good, HSG A
0.060100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)
2.0Direct Entry,
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"0.060", "html_text": "0.060", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.92, 529.056, 390.56, 547.008 ], "text": "39", "html_text": "39", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.56, 529.056, 559.2, 547.008 ], "text": ">75% Grass cover, Good, HSG A", "html_text": ">75% Grass cover, Good, HSG A", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 53.28, 511.104, 559.2, 529.056 ], "cells": [ { "location": [ 53.28, 511.104, 221.92, 529.056 ], "text": "0.060", "html_text": "0.060", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.92, 511.104, 559.2, 529.056 ], "text": "100.00% Pervious Area", "html_text": "100.00% Pervious Area", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 53.28, 493.152, 559.2, 511.104 ], "cells": [ { "location": [ 53.28, 493.152, 221.92, 511.104 ], "text": "Tc (min)", "html_text": "Tc (min)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.92, 493.152, 390.56, 511.104 ], "text": "Length (feet)", "html_text": "Length (feet)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.56, 493.152, 559.2, 511.104 ], "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "html_text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 53.28, 475.2, 559.2, 493.152 ], "cells": [ { "location": [ 53.28, 475.2, 221.92, 493.152 ], "text": "2.0", "html_text": "2.0", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.92, 475.2, 559.2, 493.152 ], "text": "Direct Entry,", "html_text": "Direct Entry,", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 3, "ref": "#/tables/0", "reading_order": 4 }, { "page": 71, "type": "TEXT", "location": { "l": 190.32, "t": 462.96, "r": 426.96, "b": 447.84 }, "text": "Subcatchment 10S: BY-PASS POROUS", "reading_order": 5 }, { "page": 71, "type": "FIGURE", "location": { "l": 61.92, "t": 442.8, "r": 555.6, "b": 176.4 }, "text": "", "reading_order": 6 } ] }, { "page": 72, "items": [ { "page": 72, "type": "TITLE", "location": { "l": 139.68, "t": 687.6, "r": 480.72, "b": 672.48 }, "text": "Summary for Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 72, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 72, "type": "TEXT", "location": { "l": 51.84, "t": 636.24, "r": 463.68, "b": 610.8 }, "text": "Runoff = 0.37 cfs @ 12.09 hrs, Volume= 0.027 af, Depth> 4.66\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 72, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 575.04 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 72, "type": "TEXT", "location": { "l": 52.8, "t": 564.96, "r": 559.44, "b": 546.96 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 72, "type": "TEXT", "location": { "l": 52.8, "t": 546.96, "r": 559.44, "b": 528.96 }, "text": "0.070 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 72, "type": "TEXT", "location": { "l": 52.8, "t": 528.96, "r": 559.44, "b": 510.96 }, "text": "0.070 100.00% Impervious Area", "reading_order": 6 }, { "page": 72, "type": "TEXT", "location": { "l": 52.8, "t": 510.96, "r": 559.44, "b": 492.96 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)", "reading_order": 7 }, { "page": 72, "type": "TEXT", "location": { "l": 52.8, "t": 492.96, "r": 559.44, "b": 474.96 }, "text": "Direct Entry,", "reading_order": 8 }, { "page": 72, "type": "TEXT", "location": { "l": 178.08, "t": 463.2, "r": 439.92, "b": 447.84 }, "text": "Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 9 }, { "page": 72, "type": "FIGURE", "location": { "l": 61.92, "t": 442.56, "r": 553.2, "b": 175.44 }, "text": "", "reading_order": 10 } ] }, { "page": 73, "items": [ { "page": 73, "type": "TITLE", "location": { "l": 198, "t": 687.6, "r": 419.76, "b": 672.48 }, "text": "Summary for Reach 10: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 73, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 250.8, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 73, "type": "TEXT", "location": { "l": 52.56, "t": 636.72, "r": 517.92, "b": 598.32 }, "text": "Inflow Area = 2.340 ac, 64.96% Impervious, Inflow Depth > 0.76\" for 10 YEAR event\nInflow = 1.00 cfs @ 12.65 hrs, Volume= 0.149 af\nOutflow = 1.00 cfs @ 12.65 hrs, Volume= 0.149 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 73, "type": "TEXT", "location": { "l": 51.84, "t": 588.72, "r": 421.2, "b": 574.56 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 73, "type": "TEXT", "location": { "l": 236.64, "t": 563.52, "r": 378.48, "b": 548.64 }, "text": "Reach 10: COMPOSITE", "reading_order": 4 }, { "page": 73, "type": "FIGURE", "location": { "l": 63.36, "t": 542.88, "r": 553.92, "b": 273.6 }, "text": "", "reading_order": 5 } ] }, { "page": 74, "items": [ { "page": 74, "type": "TITLE", "location": { "l": 162.24, "t": 687.84, "r": 457.44, "b": 672.72 }, "text": "Summary for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 74, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 74, "type": "TABLE", "location": { "l": 52.56, "t": 637.92, "r": 531.12, "b": 565.92 }, "text": "
Inflow Area =1.290 ac, 55.81% Impervious, Inflow Depth > 2.70" for 10 YEAR event
Inflow =2.16 cfs @ 12.22 hrs, Volume= 0.290 af
Outflow =1.05 cfs @ 12.67 hrs, Volume= 0.209 af, Atten= 51%, Lag= 26.5 min
Discarded =0.10 cfs @ 12.67 hrs, Volume= 0.089 af
Primary =0.95 cfs @ 12.67 hrs, Volume= 0.120 af
Routed to Reach 10 : COMPOSITE
", "rows": [ { "row_index": 0, "location": [ 52.56, 625.92, 531.12, 637.92 ], "cells": [ { "location": [ 52.56, 625.92, 291.84, 637.92 ], "text": "Inflow Area =", "html_text": "Inflow Area =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 291.84, 625.92, 531.12, 637.92 ], "text": "1.290 ac, 55.81% Impervious, Inflow Depth > 2.70\" for 10 YEAR event", "html_text": "1.290 ac, 55.81% Impervious, Inflow Depth > 2.70\" for 10 YEAR event", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 52.56, 613.92, 531.12, 625.92 ], "cells": [ { "location": [ 52.56, 613.92, 291.84, 625.92 ], "text": "Inflow =", "html_text": "Inflow =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 291.84, 613.92, 531.12, 625.92 ], "text": "2.16 cfs @ 12.22 hrs, Volume= 0.290 af", "html_text": "2.16 cfs @ 12.22 hrs, Volume= 0.290 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.56, 601.92, 531.12, 613.92 ], "cells": [ { "location": [ 52.56, 601.92, 291.84, 613.92 ], "text": "Outflow =", "html_text": "Outflow =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 291.84, 601.92, 531.12, 613.92 ], "text": "1.05 cfs @ 12.67 hrs, Volume= 0.209 af, Atten= 51%, Lag= 26.5 min", "html_text": "1.05 cfs @ 12.67 hrs, Volume= 0.209 af, Atten= 51%, Lag= 26.5 min", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.56, 589.92, 531.12, 601.92 ], "cells": [ { "location": [ 52.56, 589.92, 291.84, 601.92 ], "text": "Discarded =", "html_text": "Discarded =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 291.84, 589.92, 531.12, 601.92 ], "text": "0.10 cfs @ 12.67 hrs, Volume= 0.089 af", "html_text": "0.10 cfs @ 12.67 hrs, Volume= 0.089 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.56, 577.92, 531.12, 589.92 ], "cells": [ { "location": [ 52.56, 577.92, 291.84, 589.92 ], "text": "Primary =", "html_text": "Primary =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 291.84, 577.92, 531.12, 589.92 ], "text": "0.95 cfs @ 12.67 hrs, Volume= 0.120 af", "html_text": "0.95 cfs @ 12.67 hrs, Volume= 0.120 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 52.56, 565.92, 531.12, 577.92 ], "cells": [ { "location": [ 52.56, 565.92, 531.12, 577.92 ], "text": "Routed to Reach 10 : COMPOSITE", "html_text": "Routed to Reach 10 : COMPOSITE", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 6, "n_cols": 2, "ref": "#/tables/0", "reading_order": 2 }, { "page": 74, "type": "TEXT", "location": { "l": 51.84, "t": 553.2, "r": 408.72, "b": 526.8 }, "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 112.02' @ 12.67 hrs Surf.Area= 3,217 sf Storage= 5,118 cf", "reading_order": 3 }, { "page": 74, "type": "TEXT", "location": { "l": 52.08, "t": 517.44, "r": 413.52, "b": 491.28 }, "text": "Plug-Flow detention time = 129.4 min calculated for 0.208 af (72% of inflow) Center-of-Mass det. time = 59.2 min (812.0 - 752.7)", "reading_order": 4 }, { "page": 74, "type": "TABLE", "location": { "l": 52.08, "t": 481.2, "r": 558.48, "b": 355.92 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1110.00'12,950 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
110.002,00000
111.002,4502,2252,225
112.003,2002,8255,050
113.004,0003,6008,650
114.004,6004,30012,950
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"colspan": 2, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.08, 449.88, 558.48, 465.54 ], "cells": [ { "location": [ 52.08, 449.88, 153.36, 465.54 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 153.36, 449.88, 254.64, 465.54 ], "text": "110.00'", "html_text": "110.00'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.64, 449.88, 355.92, 465.54 ], "text": "12,950 cf", "html_text": "12,950 cf", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.92, 449.88, 558.48, 465.54 ], "text": 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"html_text": "Inc.Store\n(cubic-feet)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.92, 434.22, 558.48, 449.88 ], "text": "Cum.Store\n(cubic-feet)", "html_text": "Cum.Store\n(cubic-feet)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 52.08, 418.56, 558.48, 434.22 ], "cells": [ { "location": [ 52.08, 418.56, 153.36, 434.22 ], "text": "110.00", "html_text": "110.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 153.36, 418.56, 254.64, 434.22 ], "text": "2,000", "html_text": "2,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, 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DeviceRoutingInvertOutlet Devices
#1Discarded110.00'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'
#2Primary111.50'12.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
#3Primary113.00'24.0" x 48.0" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
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Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 51.36, 259.2, 455.28, 281.16 ], "cells": [ { "location": [ 51.36, 259.2, 152.34, 281.16 ], "text": "#3", "html_text": "#3", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 152.34, 259.2, 253.32, 281.16 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 253.32, 259.2, 354.3, 281.16 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 354.3, 259.2, 455.28, 281.16 ], "text": "24.0\" x 48.0\" Horiz. 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Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 4, "n_cols": 4, "ref": "#/tables/2", "reading_order": 6 }, { "page": 74, "type": "TEXT", "location": { "l": 51.12, "t": 250.56, "r": 439.44, "b": 224.16 }, "text": "Discarded OutFlow Max=0.10 cfs @ 12.67 hrs HW=112.02' (Free Discharge)\n1=Exfiltration (Controls 0.10 cfs)", "reading_order": 7 }, { "page": 74, "type": "TEXT", "location": { "l": 51.84, "t": 214.8, "r": 427.2, "b": 177.12 }, "text": "Primary OutFlow Max=0.95 cfs @ 12.67 hrs HW=112.02' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.95 cfs @ 2.84 fps)\n3=Orifice/Grate (Controls 0.00 cfs)", "reading_order": 8 } ] }, { "page": 75, "items": [ { "page": 75, "type": "TEXT", "location": { "l": 201.36, "t": 687.84, "r": 415.68, "b": 673.2 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 75, "type": "FIGURE", "location": { "l": 62.88, "t": 670.32, "r": 552.48, "b": 399.36 }, "text": "", "reading_order": 1 } ] }, { "page": 76, "items": [ { "page": 76, "type": "TEXT", "location": { "l": 152.88, "t": 687.6, "r": 467.52, "b": 672.72 }, "text": "Stage-Discharge for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 76, "type": "TABLE", "location": { "l": 55.2, "t": 662.16, "r": 500.16, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.000.000.000.00112.651.720.131.59
110.050.050.050.00112.701.760.131.63
110.100.050.050.00112.751.800.131.67
110.150.050.050.00112.801.840.131.71
110.200.050.050.00112.851.880.131.74
110.250.050.050.00112.901.920.141.78
110.300.050.050.00112.951.950.141.82
110.350.050.050.00113.001.990.141.85
110.400.060.060.00113.052.470.142.33
110.450.060.060.00113.103.300.143.16
110.500.060.060.00113.154.380.144.23
110.550.060.060.00113.205.640.155.50
110.600.060.060.00113.257.070.156.92
110.650.060.060.00113.308.650.158.50
110.700.060.060.00113.3510.360.1510.21
110.750.060.060.00113.4012.190.1512.04
110.800.060.060.00113.4514.140.1513.99
110.850.070.070.00113.5016.200.1616.05
110.900.070.070.00113.5518.370.1618.21
110.950.070.070.00113.6020.630.1620.47
111.000.070.070.00113.6522.980.1622.82
111.050.070.070.00113.7025.430.1625.27
111.100.070.070.00113.7527.970.1727.80
111.150.070.070.00113.8030.590.1730.42
111.200.080.080.00113.8533.290.1733.12
111.250.080.080.00113.9036.070.1735.90
111.300.080.080.00113.9538.930.1738.76
111.350.080.080.00114.0041.140.1740.97
111.400.080.080.00
111.450.080.080.00
111.500.090.090.00
111.550.120.090.04
111.600.190.090.10
111.650.280.090.19
111.700.380.090.29
111.750.500.090.40
111.800.620.100.53
111.850.750.100.66
111.900.860.100.76
111.950.940.100.84
112.001.020.100.92
112.051.090.100.99
112.101.160.111.05
112.151.220.111.11
112.201.280.111.17
112.251.330.111.22
112.301.390.111.27
112.351.440.111.32
112.401.490.121.37
112.451.540.121.42
112.501.580.121.46
112.551.630.121.51
112.601.670.121.55
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0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids
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0.105 afTotal Available Storage
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DeviceRoutingInvertOutlet Devices
#1Discarded107.50'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'
#2Primary109.00'8.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.10 cfs @ 13.45 hrs HW=108.89' (Free Discharge)
1=Exfiltration ( Controls 0.10 cfs)
Primary OutFlowMax=0.00 cfs @ 5.00 hrs HW=107.50' (Free Discharge)
2=Orifice/Grate ( Controls 0.00 cfs)
", "rows": [ { "row_index": 0, "location": [ 48.96, 316.08, 562.56, 336 ], "cells": [ { "location": [ 48.96, 316.08, 177.36, 336 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.36, 316.08, 305.76, 336 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 305.76, 316.08, 434.16, 336 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.16, 316.08, 562.56, 336 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 48.96, 296.16, 562.56, 316.08 ], "cells": [ { "location": [ 48.96, 296.16, 177.36, 316.08 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.36, 296.16, 305.76, 316.08 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 305.76, 296.16, 434.16, 316.08 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.16, 296.16, 562.56, 316.08 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 48.96, 276.24, 562.56, 296.16 ], "cells": [ { "location": [ 48.96, 276.24, 177.36, 296.16 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.36, 276.24, 305.76, 296.16 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 305.76, 276.24, 434.16, 296.16 ], "text": "109.00'", "html_text": "109.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.16, 276.24, 562.56, 296.16 ], "text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 48.96, 256.32, 562.56, 276.24 ], "cells": [ { "location": [ 48.96, 256.32, 305.76, 276.24 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 305.76, 256.32, 562.56, 276.24 ], "text": "Max=0.10 cfs @ 13.45 hrs HW=108.89' (Free Discharge)", "html_text": "Max=0.10 cfs @ 13.45 hrs HW=108.89' (Free Discharge)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 48.96, 236.4, 562.56, 256.32 ], "cells": [ { "location": [ 48.96, 236.4, 562.56, 256.32 ], "text": "1=Exfiltration ( Controls 0.10 cfs)", "html_text": "1=Exfiltration ( Controls 0.10 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 48.96, 216.48, 562.56, 236.4 ], "cells": [ { "location": [ 48.96, 216.48, 305.76, 236.4 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 305.76, 216.48, 562.56, 236.4 ], "text": "Max=0.00 cfs @ 5.00 hrs HW=107.50' (Free Discharge)", "html_text": "Max=0.00 cfs @ 5.00 hrs HW=107.50' (Free Discharge)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 48.96, 196.56, 562.56, 216.48 ], "cells": [ { "location": [ 48.96, 196.56, 562.56, 216.48 ], "text": "2=Orifice/Grate ( Controls 0.00 cfs)", "html_text": "2=Orifice/Grate ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 } ] }, { "page": 79, "items": [ { "page": 79, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.16, "b": 672.72 }, "text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 79, "type": "TEXT", "location": { "l": 49.68, "t": 661.44, "r": 543.12, "b": 406.08 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'", "reading_order": 1 }, { "page": 79, "type": "TEXT", "location": { "l": 52.08, "t": 400.8, "r": 127.92, "b": 360.48 }, "text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone", "reading_order": 2 }, { "page": 79, "type": "FIGURE", "location": { "l": 223.68, "t": 346.8, "r": 387.84, "b": 93.36 }, "text": "", "reading_order": 3 } ] }, { "page": 80, "items": [ { "page": 80, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 80, "type": "FIGURE", "location": { "l": 60.96, "t": 672.72, "r": 552.24, "b": 400.08 }, "text": "", "reading_order": 1 } ] }, { "page": 81, "items": [ { "page": 81, "type": "TEXT", "location": { "l": 153.84, "t": 687.84, "r": 466.32, "b": 672.72 }, "text": "Stage-Discharge for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 81, "type": "TABLE", "location": { "l": 56.4, "t": 661.92, "r": 275.04, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
107.500.000.000.00
107.550.070.070.00
107.600.070.070.00
107.650.070.070.00
107.700.070.070.00
107.750.070.070.00
107.800.070.070.00
107.850.070.070.00
107.900.070.070.00
107.950.080.080.00
108.000.080.080.00
108.050.080.080.00
108.100.080.080.00
108.150.080.080.00
108.200.080.080.00
108.250.080.080.00
108.300.090.090.00
108.350.090.090.00
108.400.090.090.00
108.450.090.090.00
108.500.090.090.00
108.550.090.090.00
108.600.090.090.00
108.650.090.090.00
108.700.100.100.00
108.750.100.100.00
108.800.100.100.00
108.850.100.100.00
108.900.100.100.00
108.950.100.100.00
109.000.100.100.00
109.050.130.100.02
109.100.170.110.07
109.150.230.110.12
109.200.300.110.19
109.250.380.110.27
109.300.460.110.35
109.350.550.110.44
109.400.620.110.50
109.450.680.110.56
109.500.730.120.61
109.550.770.120.66
109.600.820.120.70
109.650.860.120.74
109.700.900.120.78
109.750.940.120.81
109.800.970.120.85
109.851.010.120.88
109.901.040.130.91
109.951.070.130.95
110.001.100.130.98
110.051.130.131.00
110.101.160.131.03
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"location": [ 220.38, 639.5022, 275.04, 650.7111 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 56.4, 628.2933, 275.04, 639.5022 ], "cells": [ { "location": [ 56.4, 628.2933, 111.06, 639.5022 ], "text": "107.55", "html_text": "107.55", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.06, 628.2933, 165.72, 639.5022 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 165.72, 628.2933, 220.38, 639.5022 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, 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Elevation (feet)Surface (acres)Storage (acre-feet)
107.500.0640.000
107.550.0640.001
107.600.0640.003
107.650.0640.004
107.700.0640.005
107.750.0640.006
107.800.0640.008
107.850.0640.009
107.900.0640.010
107.950.0640.011
108.000.0640.012
108.050.0640.013
108.100.0640.014
108.150.0640.016
108.200.0640.018
108.250.0640.020
108.300.0640.022
108.350.0640.024
108.400.0640.026
108.450.0640.028
108.500.0640.030
108.550.0640.032
108.600.0640.034
108.650.0640.036
108.700.0640.039
108.750.0640.041
108.800.0640.043
108.850.0640.045
108.900.0640.048
108.950.0640.050
109.000.0640.052
109.050.0640.055
109.100.0640.057
109.150.0640.059
109.200.0640.062
109.250.0640.064
109.300.0640.066
109.350.0640.068
109.400.0640.071
109.450.0640.073
109.500.0640.075
109.550.0640.077
109.600.0640.079
109.650.0640.081
109.700.0640.083
109.750.0640.085
109.800.0640.087
109.850.0640.089
109.900.0640.090
109.950.0640.092
110.000.0640.093
110.050.0640.094
110.100.0640.095
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"location": [ 246.48, 637.6533, 306, 650.0267 ], "text": "110.15", "html_text": "110.15", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 637.6533, 365.52, 650.0267 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 637.6533, 425.04, 650.0267 ], "text": "0.096", "html_text": "0.096", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 246.48, 625.28, 425.04, 637.6533 ], "cells": [ { "location": [ 246.48, 625.28, 306, 637.6533 ], "text": "110.20", "html_text": "110.20", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, 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"location": [ 246.48, 563.4133, 425.04, 575.7867 ], "cells": [ { "location": [ 246.48, 563.4133, 306, 575.7867 ], "text": "110.45", "html_text": "110.45", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 563.4133, 365.52, 575.7867 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 563.4133, 425.04, 575.7867 ], "text": "0.104", "html_text": "0.104", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 8, "location": [ 246.48, 551.04, 425.04, 563.4133 ], "cells": [ { "location": [ 246.48, 551.04, 306, 563.4133 ], "text": "110.50", "html_text": "110.50", 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"l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 83, "type": "TEXT", "location": { "l": 51.84, "t": 639.36, "r": 551.52, "b": 490.32 }, "text": "Inflow Area = 0.460 ac,100.00% Impervious, Inflow Depth > 4.66\" for 10 YEAR event\nInflow = 2.35 cfs @ 12.10 hrs, Volume= 0.179 af\nOutflow = 0.14 cfs @ 13.59 hrs, Volume= 0.127 af, Atten= 94%, Lag= 89.8 min\nDiscarded = 0.14 cfs @ 13.59 hrs, Volume= 0.127 af\nPrimary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 112.59' @ 13.59 hrs Surf.Area= 0.085 ac Storage= 0.087 af\n\nPlug-Flow detention time= 170.1 min calculated for 0.127 af (71% of inflow)\nCenter-of-Mass det. time= 99.5 min ( 833.8 - 734.2 )", "reading_order": 2 }, { "page": 83, "type": "TABLE", "location": { "l": 52.32, "t": 482.64, "r": 556.8, "b": 376.08 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A110.80'0.063 af55.75'W x 66.33'L x 3.00'H Field A
0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids
#2A111.13'0.076 afADS N-12 24" x 48 Inside #1\nInside = 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside
0.139 afTotal Available Storage
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0.096 af Embedded = 0.159 af x 40.0% Voids", "html_text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 397.392, 556.8, 418.704 ], "cells": [ { "location": [ 52.32, 397.392, 178.44, 418.704 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 397.392, 304.56, 418.704 ], "text": "111.13'", "html_text": "111.13'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 397.392, 430.68, 418.704 ], "text": "0.076 af", "html_text": "0.076 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 397.392, 556.8, 418.704 ], "text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "html_text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 376.08, 556.8, 397.392 ], "cells": [ { "location": [ 52.32, 376.08, 178.44, 397.392 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 376.08, 304.56, 397.392 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 376.08, 430.68, 397.392 ], "text": "0.139 af", "html_text": "0.139 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 376.08, 556.8, 397.392 ], "text": "Total Available Storage", "html_text": "Total Available Storage", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 3 }, { "page": 83, "type": "TEXT", "location": { "l": 190.32, "t": 381.84, "r": 357.36, "b": 368.88 }, "text": "0.139 af Total Available Storage", "reading_order": 4 }, { "page": 83, "type": "TITLE", "location": { "l": 67.2, "t": 358.8, "r": 295.44, "b": 345.36 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5, "level": 4 }, { "page": 83, "type": "TABLE", "location": { "l": 49.2, "t": 336.96, "r": 562.8, "b": 195.12 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.80'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'
#2Primary113.00'12.0" W x 6.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.14 cfs @ 13.59 hrs HW=112.59' (Free Discharge)
1=Exfiltration ( Controls 0.14 cfs)
Primary OutFlowMax=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)
2=Orifice/Grate ( Controls 0.00 cfs)
", "rows": [ { "row_index": 0, "location": [ 49.2, 316.6971, 562.8, 336.96 ], "cells": [ { "location": [ 49.2, 316.6971, 177.6, 336.96 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.6, 316.6971, 306, 336.96 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 316.6971, 434.4, 336.96 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.4, 316.6971, 562.8, 336.96 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 49.2, 296.4343, 562.8, 316.6971 ], "cells": [ { "location": [ 49.2, 296.4343, 177.6, 316.6971 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.6, 296.4343, 306, 316.6971 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 296.4343, 434.4, 316.6971 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.4, 296.4343, 562.8, 316.6971 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 49.2, 276.1714, 562.8, 296.4343 ], "cells": [ { "location": [ 49.2, 276.1714, 177.6, 296.4343 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 177.6, 276.1714, 306, 296.4343 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 276.1714, 434.4, 296.4343 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 434.4, 276.1714, 562.8, 296.4343 ], "text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 49.2, 255.9086, 562.8, 276.1714 ], "cells": [ { "location": [ 49.2, 255.9086, 306, 276.1714 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 255.9086, 562.8, 276.1714 ], "text": "Max=0.14 cfs @ 13.59 hrs HW=112.59' (Free Discharge)", "html_text": "Max=0.14 cfs @ 13.59 hrs HW=112.59' (Free Discharge)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 49.2, 235.6457, 562.8, 255.9086 ], "cells": [ { "location": [ 49.2, 235.6457, 562.8, 255.9086 ], "text": "1=Exfiltration ( Controls 0.14 cfs)", "html_text": "1=Exfiltration ( Controls 0.14 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 49.2, 215.3829, 562.8, 235.6457 ], "cells": [ { "location": [ 49.2, 215.3829, 306, 235.6457 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 215.3829, 562.8, 235.6457 ], "text": "Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)", "html_text": "Max=0.00 cfs @ 5.00 hrs HW=110.80' (Free Discharge)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 49.2, 195.12, 562.8, 215.3829 ], "cells": [ { "location": [ 49.2, 195.12, 562.8, 215.3829 ], "text": "2=Orifice/Grate ( Controls 0.00 cfs)", "html_text": "2=Orifice/Grate ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 } ] }, { "page": 84, "items": [ { "page": 84, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.4, "b": 672.72 }, "text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 84, "type": "TEXT", "location": { "l": 49.68, "t": 662.4, "r": 544.8, "b": 405.84 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'", "reading_order": 1 }, { "page": 84, "type": "TEXT", "location": { "l": 51.84, "t": 400.56, "r": 127.92, "b": 360.48 }, "text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone", "reading_order": 2 }, { "page": 84, "type": "FIGURE", "location": { "l": 196.8, "t": 348.96, "r": 414.72, "b": 92.88 }, "text": "", "reading_order": 3 } ] }, { "page": 85, "items": [ { "page": 85, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 85, "type": "FIGURE", "location": { "l": 61.2, "t": 673.2, "r": 552.24, "b": 399.84 }, "text": "", "reading_order": 1 } ] }, { "page": 86, "items": [ { "page": 86, "type": "TEXT", "location": { "l": 154.08, "t": 687.84, "r": 466.08, "b": 672.72 }, "text": "Stage-Discharge for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 86, "type": "TABLE", "location": { "l": 56.88, "t": 661.68, "r": 275.28, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.800.000.000.00
110.850.090.090.00
110.900.090.090.00
110.950.090.090.00
111.000.090.090.00
111.050.090.090.00
111.100.090.090.00
111.150.100.100.00
111.200.100.100.00
111.250.100.100.00
111.300.100.100.00
111.350.100.100.00
111.400.100.100.00
111.450.110.110.00
111.500.110.110.00
111.550.110.110.00
111.600.110.110.00
111.650.110.110.00
111.700.110.110.00
111.750.110.110.00
111.800.120.120.00
111.850.120.120.00
111.900.120.120.00
111.950.120.120.00
112.000.120.120.00
112.050.120.120.00
112.100.130.130.00
112.150.130.130.00
112.200.130.130.00
112.250.130.130.00
112.300.130.130.00
112.350.130.130.00
112.400.130.130.00
112.450.140.140.00
112.500.140.140.00
112.550.140.140.00
112.600.140.140.00
112.650.140.140.00
112.700.140.140.00
112.750.150.150.00
112.800.150.150.00
112.850.150.150.00
112.900.150.150.00
112.950.150.150.00
113.000.150.150.00
113.050.190.150.04
113.100.260.160.10
113.150.340.160.19
113.200.450.160.29
113.250.560.160.40
113.300.690.160.53
113.350.830.160.66
113.400.980.170.81
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{ "location": [ 220.68, 639.2711, 275.28, 650.4756 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 56.88, 628.0667, 275.28, 639.2711 ], "cells": [ { "location": [ 56.88, 628.0667, 111.48, 639.2711 ], "text": "110.85", "html_text": "110.85", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 628.0667, 166.08, 639.2711 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 628.0667, 220.68, 639.2711 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 628.0667, 275.28, 639.2711 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 56.88, 616.8622, 275.28, 628.0667 ], "cells": [ { "location": [ 56.88, 616.8622, 111.48, 628.0667 ], "text": "110.90", "html_text": "110.90", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 616.8622, 166.08, 628.0667 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 616.8622, 220.68, 628.0667 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 616.8622, 275.28, 628.0667 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 56.88, 605.6578, 275.28, 616.8622 ], "cells": [ { "location": [ 56.88, 605.6578, 111.48, 616.8622 ], "text": "110.95", "html_text": "110.95", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 605.6578, 166.08, 616.8622 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 605.6578, 220.68, 616.8622 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 605.6578, 275.28, 616.8622 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 56.88, 594.4533, 275.28, 605.6578 ], "cells": [ { "location": [ 56.88, 594.4533, 111.48, 605.6578 ], "text": "111.00", "html_text": "111.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 594.4533, 166.08, 605.6578 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 594.4533, 220.68, 605.6578 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 594.4533, 275.28, 605.6578 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 56.88, 583.2489, 275.28, 594.4533 ], "cells": [ { "location": [ 56.88, 583.2489, 111.48, 594.4533 ], "text": "111.05", "html_text": "111.05", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 583.2489, 166.08, 594.4533 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 583.2489, 220.68, 594.4533 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 583.2489, 275.28, 594.4533 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 7, "location": [ 56.88, 572.0444, 275.28, 583.2489 ], "cells": [ { "location": [ 56.88, 572.0444, 111.48, 583.2489 ], "text": "111.10", "html_text": "111.10", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 572.0444, 166.08, 583.2489 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 572.0444, 220.68, 583.2489 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 572.0444, 275.28, 583.2489 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 8, "location": [ 56.88, 560.84, 275.28, 572.0444 ], "cells": [ { "location": [ 56.88, 560.84, 111.48, 572.0444 ], "text": "111.15", "html_text": "111.15", 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"links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 551.04, 365.52, 563.3867 ], "text": "0.085", "html_text": "0.085", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 551.04, 425.04, 563.3867 ], "text": "0.139", "html_text": "0.139", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 9, "n_cols": 3, "ref": "#/tables/1", "reading_order": 2 } ] }, { "page": 88, "items": [ { "page": 88, "type": "TEXT", "location": { "l": 51.36, "t": 738.96, "r": 561.36, "b": 700.32 }, "text": "POST DEV NOAA 24-hr D 25 year Rainfall=6.68\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 52", "reading_order": 0 }, { "page": 88, "type": "TEXT", "location": { "l": 120.48, "t": 687.36, "r": 490.32, "b": 650.88 }, "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "reading_order": 1 }, { "page": 88, "type": "TEXT", "location": { "l": 51.6, "t": 639.84, "r": 196.56, "b": 627.6 }, "text": "Subcatchment1S: POROUS", "reading_order": 2 }, { "page": 88, "type": "TEXT", "location": { "l": 257.76, "t": 640.08, "r": 560.16, "b": 616.32 }, "text": "Subcatchment1S: POROUS\nRunoff Area=0.570 ac 0.00% Impervious Runoff Depth>0.53\"\nFlow Length=310' Tc=12.9 min CN=39 Runoff=0.11 cfs 0.025 af", "reading_order": 3 }, { "page": 88, "type": "TEXT", "location": { "l": 51.6, "t": 604.08, "r": 216.96, "b": 592.08 }, "text": "Subcatchment2S: IMPERVIOUS", "reading_order": 4 }, { "page": 88, "type": "TEXT", "location": { "l": 259.92, "t": 605.28, "r": 559.68, "b": 581.52 }, "text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>5.81\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=2.68 cfs 0.349 af", "reading_order": 5 }, { "page": 88, "type": "TEXT", "location": { "l": 52.32, "t": 568.8, "r": 560.16, "b": 546 }, "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>5.82\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=1.84 cfs 0.131 af", "reading_order": 6 }, { "page": 88, "type": "TEXT", "location": { "l": 47.52, "t": 534.96, "r": 562.32, "b": 520.56 }, "text": "Runoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.53\"", "reading_order": 7 }, { "page": 88, "type": "TEXT", "location": { "l": 51.6, "t": 532.56, "r": 196.32, "b": 520.8 }, "text": "Subcatchment6S: POROUS", "reading_order": 8 }, { "page": 88, "type": "TEXT", "location": { "l": 256.8, "t": 521.04, "r": 560.4, "b": 509.28 }, "text": "Flow Length=250' Tc=12.4 min CN=39 Runoff=0.04 cfs 0.008 af", "reading_order": 9 }, { "page": 88, "type": "TEXT", "location": { "l": 52.56, "t": 497.76, "r": 560.16, "b": 473.52 }, "text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>5.82\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=2.92 cfs 0.223 af", "reading_order": 10 }, { "page": 88, "type": "TEXT", "location": { "l": 52.32, "t": 462.24, "r": 559.92, "b": 440.4 }, "text": "Subcatchment10S: BY-PASS POROUS Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.54\" Tc=2.0 min CN=39 Runoff=0.02 cfs 0.003 af", "reading_order": 11 }, { "page": 88, "type": "TEXT", "location": { "l": 52.32, "t": 426.24, "r": 559.92, "b": 403.2 }, "text": "Subcatchment11S: BY-PASS Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>5.82\" Tc=2.0 min CN=98 Runoff=0.46 cfs 0.034 af", "reading_order": 12 }, { "page": 88, "type": "TEXT", "location": { "l": 446.64, "t": 390.96, "r": 559.92, "b": 379.2 }, "text": "Inflow=1.47 cfs 0.252 af", "reading_order": 13 }, { "page": 88, "type": "TEXT", "location": { "l": 440.64, "t": 378, "r": 560.16, "b": 366.72 }, "text": "Outflow=1.47 cfs 0.252 af", "reading_order": 14 }, { "page": 88, "type": "TEXT", "location": { "l": 51.6, "t": 390, "r": 172.8, "b": 378.48 }, "text": "Reach 10: COMPOSITE", "reading_order": 15 }, { "page": 88, "type": "TEXT", "location": { "l": 52.56, "t": 355.2, "r": 559.68, "b": 330.48 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 112.33' $ Storage= $ 6,132 $ cf Inflow= $ 2.75 $ cfs 0.374 af Discarded= $ 0.11 $ cfs 0.093 af Primary= $ 1.30 $ cfs 0.199 af Outflow= $ 1.41 $ cfs 0.291 af", "reading_order": 16 }, { "page": 88, "type": "TEXT", "location": { "l": 51.36, "t": 319.68, "r": 559.44, "b": 307.44 }, "text": "Pond 8P: SSIB #2 UNDERGROUND Peak Elev=109.14' Storage=0.059 af Inflow=1.84 cfs 0.139 af", "reading_order": 17 }, { "page": 88, "type": "TEXT", "location": { "l": 182.4, "t": 306.72, "r": 559.68, "b": 295.44 }, "text": "Discarded=0.11 cfs 0.096 af Primary=0.12 cfs 0.012 af Outflow=0.22 cfs 0.108 af", "reading_order": 18 }, { "page": 88, "type": "TEXT", "location": { "l": 53.04, "t": 283.92, "r": 559.44, "b": 259.92 }, "text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=113.06' Storage=0.114 af Inflow=2.92 cfs 0.223 af Discarded=0.15 cfs 0.141 af Primary=0.05 cfs 0.004 af Outflow=0.21 cfs 0.146 af", "reading_order": 19 }, { "page": 88, "type": "TEXT", "location": { "l": 122.64, "t": 247.68, "r": 568.8, "b": 223.68 }, "text": "Total Runoff Area = 2.340 ac Runoff Volume = 0.773 af Average Runoff Depth = 3.97\"\n35.04% Pervious = 0.820 ac 64.96% Impervious = 1.520 ac", "reading_order": 20 } ] }, { "page": 89, "items": [ { "page": 89, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 1 }, { "page": 89, "type": "TEXT", "location": { "l": 51.84, "t": 660.72, "r": 467.28, "b": 645.12 }, "text": "Runoff = 0.11 cfs @ 12.55 hrs, Volume=", "reading_order": 1 }, { "page": 89, "type": "TEXT", "location": { "l": 53.52, "t": 659.76, "r": 306.24, "b": 634.56 }, "text": "Runoff = 0.11 cfs @ 12.55 hrs, Volume=\nRouted to Pond 3P : SSIB #1 SURFACE BASIN\n0.025 af, Depth> 0.53\"", "reading_order": 2 }, { "page": 89, "type": "TEXT", "location": { "l": 345.12, "t": 659.76, "r": 463.68, "b": 647.04 }, "text": "0.025 af, Depth> 0.53\"", "reading_order": 3 }, { "page": 89, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 4 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 590.16, "r": 559.44, "b": 570.99 }, "text": "Area (ac) CN Description", "reading_order": 5 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 570.99, "r": 559.44, "b": 551.82 }, "text": "0.570 39 >75% Grass cover, Good, HSG A", "reading_order": 6 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 551.82, "r": 559.44, "b": 532.65 }, "text": "0.570 100.00% Pervious Area", "reading_order": 7 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 532.65, "r": 559.44, "b": 513.48 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 8 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 513.48, "r": 559.44, "b": 494.31 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n=0.240 P2=3.42\"", "reading_order": 9 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 494.31, "r": 559.44, "b": 475.14 }, "text": "0.3 50 0.0350 2.81 Shallow Concentrated Flow, Grassed Waterway Kv=15.0 fps", "reading_order": 10 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 475.14, "r": 559.44, "b": 455.97 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 11 }, { "page": 89, "type": "TEXT", "location": { "l": 52.32, "t": 455.97, "r": 559.44, "b": 436.8 }, "text": "12.9 310 Total", "reading_order": 12 }, { "page": 89, "type": "TEXT", "location": { "l": 222.24, "t": 425.28, "r": 393.36, "b": 410.64 }, "text": "Subcatchment 1S: POROUS", "reading_order": 13 }, { "page": 89, "type": "FIGURE", "location": { "l": 64.08, "t": 409.44, "r": 552.24, "b": 137.28 }, "text": "", "reading_order": 14 } ] }, { "page": 90, "items": [ { "page": 90, "type": "TITLE", "location": { "l": 171.84, "t": 687.6, "r": 447.36, "b": 672.72 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 90, "type": "TEXT", "location": { "l": 52.56, "t": 660.24, "r": 463.92, "b": 634.32 }, "text": "Runoff = 2.68 cfs @ 12.22 hrs, Volume= 0.349 af, Depth> 5.81\"\nRouted to Pond 3P : SSIB #1 SURFACE BASIN", "reading_order": 1 }, { "page": 90, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 2 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 590.16, "r": 559.2, "b": 570.96 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 570.96, "r": 559.2, "b": 551.76 }, "text": "0.720 98 Paved parking, HSG A", "reading_order": 4 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 551.76, "r": 559.2, "b": 532.56 }, "text": "0.720 100.00% Impervious Area", "reading_order": 5 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 532.56, "r": 559.2, "b": 513.36 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 513.36, "r": 559.2, "b": 474.96 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 7 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 494.16, "r": 414.3771, "b": 474.96 }, "text": "0.5 50 0.0110 1.57", "reading_order": 8 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 474.96, "r": 559.2, "b": 455.76 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 90, "type": "TEXT", "location": { "l": 52.32, "t": 455.76, "r": 559.2, "b": 436.56 }, "text": "13.1 310 Total", "reading_order": 10 }, { "page": 90, "type": "TEXT", "location": { "l": 210.48, "t": 425.52, "r": 405.6, "b": 410.4 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 11 }, { "page": 90, "type": "FIGURE", "location": { "l": 61.2, "t": 412.32, "r": 553.2, "b": 136.32 }, "text": "", "reading_order": 12 } ] }, { "page": 91, "items": [ { "page": 91, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 5S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 91, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 91, "type": "TEXT", "location": { "l": 52.08, "t": 636.48, "r": 463.2, "b": 610.56 }, "text": "Runoff = 1.84 cfs @ 12.08 hrs, Volume= 0.131 af, Depth> 5.82\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 2 }, { "page": 91, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 3 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 565.44, "r": 559.44, "b": 547.0971 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 547.0971, "r": 559.44, "b": 528.7543 }, "text": "0.270 98 Roofs, HSG A", "reading_order": 5 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 528.7543, "r": 559.44, "b": 510.4114 }, "text": "0.270 100.00% Impervious Area", "reading_order": 6 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 510.4114, "r": 559.44, "b": 492.0686 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 492.0686, "r": 559.44, "b": 473.7257 }, "text": "0.9 50 0.0100 0.94 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 473.7257, "r": 559.44, "b": 455.3829 }, "text": "0.7 130 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 91, "type": "TEXT", "location": { "l": 52.56, "t": 455.3829, "r": 559.44, "b": 437.04 }, "text": "1.6 180 Total", "reading_order": 10 }, { "page": 91, "type": "TEXT", "location": { "l": 210.24, "t": 425.52, "r": 405.84, "b": 410.4 }, "text": "Subcatchment 5S: IMPERVIOUS", "reading_order": 11 }, { "page": 91, "type": "FIGURE", "location": { "l": 61.2, "t": 414, "r": 553.68, "b": 136.8 }, "text": "", "reading_order": 12 } ] }, { "page": 92, "items": [ { "page": 92, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 6S: POROUS", "reading_order": 0, "level": 3 }, { "page": 92, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.04 cfs @ 12.46 hrs, Volume= 0.008 af, Depth> 0.53\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 1 }, { "page": 92, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 2 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.1714 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 570.1714, "r": 559.2, "b": 550.4229 }, "text": "0.190 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 550.4229, "r": 559.2, "b": 530.6743 }, "text": "0.190 100.00% Pervious Area", "reading_order": 5 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 530.6743, "r": 559.2, "b": 510.9257 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 510.9257, "r": 559.2, "b": 471.4286 }, "text": "11.3 90 0.0270 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 7 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 491.1771, "r": 414.3771, "b": 471.4286 }, "text": "1.1 160 0.0150 2.49", "reading_order": 8 }, { "page": 92, "type": "TEXT", "location": { "l": 52.32, "t": 471.4286, "r": 559.2, "b": 451.68 }, "text": "12.4 250 Total", "reading_order": 9 }, { "page": 92, "type": "TEXT", "location": { "l": 222.48, "t": 437.04, "r": 393.12, "b": 422.4 }, "text": "Subcatchment 6S: POROUS", "reading_order": 10 }, { "page": 92, "type": "FIGURE", "location": { "l": 63.84, "t": 422.64, "r": 552.96, "b": 149.28 }, "text": "", "reading_order": 11 } ] }, { "page": 93, "items": [ { "page": 93, "type": "TITLE", "location": { "l": 131.76, "t": 687.6, "r": 488.88, "b": 672.48 }, "text": "Summary for Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 0, "level": 1 }, { "page": 93, "type": "TEXT", "location": { "l": 51.6, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 93, "type": "TEXT", "location": { "l": 51.84, "t": 636.48, "r": 463.44, "b": 610.56 }, "text": "Runoff = 2.92 cfs @ 12.10 hrs, Volume= 0.223 af, Depth> 5.82\"\nRouted to Pond 9P : SSIB #3 UNDERGROUND", "reading_order": 2 }, { "page": 93, "type": "TEXT", "location": { "l": 51.84, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 3 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 566.64, "r": 558.96, "b": 547.47 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 547.47, "r": 558.96, "b": 528.3 }, "text": "0.460 98 Roofs, HSG A", "reading_order": 5 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 528.3, "r": 558.96, "b": 509.13 }, "text": "0.460 100.00% Impervious Area", "reading_order": 6 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 509.13, "r": 558.96, "b": 489.96 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 489.96, "r": 558.96, "b": 470.79 }, "text": "1.5 100 0.0100 1.08 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 470.79, "r": 558.96, "b": 451.62 }, "text": "0.3 40 0.0100 2.03 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 9 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 451.62, "r": 558.96, "b": 432.45 }, "text": "0.8 140 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 93, "type": "TEXT", "location": { "l": 52.32, "t": 432.45, "r": 558.96, "b": 413.28 }, "text": "2.6 280 Total", "reading_order": 11 }, { "page": 93, "type": "TEXT", "location": { "l": 170.4, "t": 401.52, "r": 448.08, "b": 386.88 }, "text": "Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 12 }, { "page": 93, "type": "FIGURE", "location": { "l": 61.92, "t": 384.24, "r": 553.44, "b": 113.76 }, "text": "", "reading_order": 13 } ] }, { "page": 94, "items": [ { "page": 94, "type": "TITLE", "location": { "l": 151.44, "t": 687.6, "r": 468.24, "b": 672.48 }, "text": "Summary for Subcatchment 10S: BY-PASS POROUS", "reading_order": 0, "level": 1 }, { "page": 94, "type": "TEXT", "location": { "l": 51.6, "t": 659.28, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 94, "type": "TEXT", "location": { "l": 51.84, "t": 636, "r": 463.44, "b": 610.8 }, "text": "Runoff = 0.02 cfs @ 12.12 hrs, Volume= 0.003 af, Depth> 0.54\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 94, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 3 }, { "page": 94, "type": "TABLE", "location": { "l": 53.04, "t": 565.2, "r": 559.2, "b": 474.96 }, "text": "
Area (ac)CNDescription
0.06039>75% Grass cover, Good, HSG A
0.060100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)
2.0Direct Entry,
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"html_text": "0.060", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 529.104, 390.48, 547.152 ], "text": "39", "html_text": "39", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.48, 529.104, 559.2, 547.152 ], "text": ">75% Grass cover, Good, HSG A", "html_text": ">75% Grass cover, Good, HSG A", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 53.04, 511.056, 559.2, 529.104 ], "cells": [ { "location": [ 53.04, 511.056, 221.76, 529.104 ], "text": "0.060", "html_text": "0.060", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 511.056, 559.2, 529.104 ], "text": "100.00% Pervious Area", "html_text": "100.00% Pervious Area", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 53.04, 493.008, 559.2, 511.056 ], "cells": [ { "location": [ 53.04, 493.008, 221.76, 511.056 ], "text": "Tc (min)", "html_text": "Tc (min)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 493.008, 390.48, 511.056 ], "text": "Length (feet)", "html_text": "Length (feet)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.48, 493.008, 559.2, 511.056 ], "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "html_text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 53.04, 474.96, 559.2, 493.008 ], "cells": [ { "location": [ 53.04, 474.96, 221.76, 493.008 ], "text": "2.0", "html_text": "2.0", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 474.96, 559.2, 493.008 ], "text": "Direct Entry,", "html_text": "Direct Entry,", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 3, "ref": "#/tables/0", "reading_order": 4 }, { "page": 94, "type": "TEXT", "location": { "l": 190.08, "t": 463.2, "r": 426.96, "b": 447.84 }, "text": "Subcatchment 10S: BY-PASS POROUS", "reading_order": 5 }, { "page": 94, "type": "FIGURE", "location": { "l": 62.16, "t": 446.64, "r": 553.44, "b": 176.64 }, "text": "", "reading_order": 6 } ] }, { "page": 95, "items": [ { "page": 95, "type": "TITLE", "location": { "l": 139.68, "t": 687.6, "r": 480.72, "b": 672.48 }, "text": "Summary for Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 95, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 95, "type": "TEXT", "location": { "l": 51.84, "t": 636.48, "r": 463.44, "b": 610.8 }, "text": "Runoff = 0.46 cfs @ 12.09 hrs, Volume= 0.034 af, Depth> 5.82\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 95, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 25 year Rainfall=6.68\"", "reading_order": 3 }, { "page": 95, "type": "TEXT", "location": { "l": 52.8, "t": 564.96, "r": 559.2, "b": 546.912 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 95, "type": "TEXT", "location": { "l": 52.8, "t": 546.912, "r": 559.2, "b": 528.864 }, "text": "0.070 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 95, "type": "TEXT", "location": { "l": 52.8, "t": 528.864, "r": 559.2, "b": 510.816 }, "text": "0.070 100.00% Impervious Area", "reading_order": 6 }, { "page": 95, "type": "TEXT", "location": { "l": 52.8, "t": 510.816, "r": 559.2, "b": 492.768 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)", "reading_order": 7 }, { "page": 95, "type": "TEXT", "location": { "l": 52.8, "t": 492.768, "r": 559.2, "b": 474.72 }, "text": "Direct Entry,", "reading_order": 8 }, { "page": 95, "type": "TEXT", "location": { "l": 178.08, "t": 463.2, "r": 439.92, "b": 447.84 }, "text": "Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 9 }, { "page": 95, "type": "FIGURE", "location": { "l": 62.88, "t": 443.52, "r": 553.2, "b": 175.68 }, "text": "", "reading_order": 10 } ] }, { "page": 96, "items": [ { "page": 96, "type": "TITLE", "location": { "l": 198, "t": 687.6, "r": 419.76, "b": 672.48 }, "text": "Summary for Reach 10: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 96, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 250.8, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 96, "type": "TEXT", "location": { "l": 52.32, "t": 636.48, "r": 517.68, "b": 598.08 }, "text": "Inflow Area = 2.340 ac, 64.96% Impervious, Inflow Depth > 1.29\" for 25 year event\nInflow = 1.47 cfs @ 12.68 hrs, Volume= 0.252 af\nOutflow = 1.47 cfs @ 12.68 hrs, Volume= 0.252 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 96, "type": "TEXT", "location": { "l": 51.84, "t": 588.72, "r": 420.96, "b": 574.56 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 96, "type": "TEXT", "location": { "l": 236.88, "t": 563.52, "r": 378.48, "b": 548.64 }, "text": "Reach 10: COMPOSITE", "reading_order": 4 }, { "page": 96, "type": "FIGURE", "location": { "l": 62.16, "t": 543.36, "r": 554.16, "b": 273.36 }, "text": "", "reading_order": 5 } ] }, { "page": 97, "items": [ { "page": 97, "type": "TITLE", "location": { "l": 162, "t": 687.84, "r": 457.44, "b": 672.48 }, "text": "Summary for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 97, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 97, "type": "TEXT", "location": { "l": 53.04, "t": 641.04, "r": 550.32, "b": 489.84 }, "text": "Inflow Area = 1.290 ac, 55.81% Impervious, Inflow Depth > 3.48\" for 25 year event\nInflow = 2.75 cfs @ 12.23 hrs, Volume= 0.374 af\nOutflow = 1.41 cfs @ 12.65 hrs, Volume= 0.291 af, Atten=49%, Lag=25.4 min\nDiscarded = 0.11 cfs @ 12.65 hrs, Volume= 0.093 af\nPrimary = 1.30 cfs @ 12.65 hrs, Volume= 0.199 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 112.33' @ 12.65 hrs Surf.Area= 3,460 sf Storage= 6,132 cf\n\nPlug-Flow detention time= 120.4 min calculated for 0.290 af (78% of inflow)\nCenter-of-Mass det. time= 58.6 min ( 813.8 - 755.2 )", "reading_order": 2 }, { "page": 97, "type": "TABLE", "location": { "l": 52.32, "t": 481.2, "r": 558.72, "b": 355.2 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1110.00'12,950 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
110.002,00000
111.002,4502,2252,225
112.003,2002,8255,050
113.004,0003,6008,650
114.004,6004,30012,950
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Stage Data (Prismatic)Listed below (Recalc)", "html_text": "Custom Stage Data (Prismatic)Listed below (Recalc)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.32, 433.95, 558.72, 449.7 ], "cells": [ { "location": [ 52.32, 433.95, 153.6, 449.7 ], "text": "Elevation\n(feet)", "html_text": "Elevation\n(feet)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.6, 433.95, 254.88, 449.7 ], "text": "Surf.Area\n(sq-ft)", "html_text": "Surf.Area\n(sq-ft)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.88, 433.95, 356.16, 449.7 ], "text": "Inc.Store\n(cubic-feet)", "html_text": "Inc.Store\n(cubic-feet)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 356.16, 433.95, 558.72, 449.7 ], "text": "Cum.Store\n(cubic-feet)", "html_text": "Cum.Store\n(cubic-feet)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 418.2, 558.72, 433.95 ], "cells": [ { "location": [ 52.32, 418.2, 153.6, 433.95 ], "text": "110.00", "html_text": "110.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.6, 418.2, 254.88, 433.95 ], "text": "2,000", "html_text": "2,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, 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DeviceRoutingInvertOutlet Devices
#1Discarded110.00'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'
#2Primary111.50'12.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
#3Primary113.00'24.0" x 48.0" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
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Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 4.0\" H Vert. 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Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 4, "n_cols": 4, "ref": "#/tables/1", "reading_order": 4 }, { "page": 97, "type": "TEXT", "location": { "l": 51.12, "t": 250.56, "r": 439.44, "b": 224.16 }, "text": "Discarded OutFlow Max=0.11 cfs @ 12.65 hrs HW=112.32' (Free Discharge)\n1=Exfiltration (Controls 0.11 cfs)", "reading_order": 5 }, { "page": 97, "type": "TEXT", "location": { "l": 51.84, "t": 214.8, "r": 427.2, "b": 177.12 }, "text": "Primary OutFlow Max=1.30 cfs @ 12.65 hrs HW=112.32' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 1.30 cfs @ 3.90 fps)\n3=Orifice/Grate (Controls 0.00 cfs)", "reading_order": 6 } ] }, { "page": 98, "items": [ { "page": 98, "type": "TEXT", "location": { "l": 201.6, "t": 687.84, "r": 415.68, "b": 673.2 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 98, "type": "FIGURE", "location": { "l": 62.64, "t": 672.72, "r": 552.24, "b": 399.12 }, "text": "", "reading_order": 1 } ] }, { "page": 99, "items": [ { "page": 99, "type": "TEXT", "location": { "l": 152.88, "t": 687.6, "r": 467.52, "b": 672.72 }, "text": "Stage-Discharge for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 99, "type": "TABLE", "location": { "l": 55.2, "t": 662.16, "r": 500.16, "b": 56.88 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.000.000.000.00112.651.720.131.59
110.050.050.050.00112.701.760.131.63
110.100.050.050.00112.751.800.131.67
110.150.050.050.00112.801.840.131.71
110.200.050.050.00112.851.880.131.74
110.250.050.050.00112.901.920.141.78
110.300.050.050.00112.951.950.141.82
110.350.050.050.00113.001.990.141.85
110.400.060.060.00113.052.470.142.33
110.450.060.060.00113.103.300.143.16
110.500.060.060.00113.154.380.144.23
110.550.060.060.00113.205.640.155.50
110.600.060.060.00113.257.070.156.92
110.650.060.060.00113.308.650.158.50
110.700.060.060.00113.3510.360.1510.21
110.750.060.060.00113.4012.190.1512.04
110.800.060.060.00113.4514.140.1513.99
110.850.070.070.00113.5016.200.1616.05
110.900.070.070.00113.5518.370.1618.21
110.950.070.070.00113.6020.630.1620.47
111.000.070.070.00113.6522.980.1622.82
111.050.070.070.00113.7025.430.1625.27
111.100.070.070.00113.7527.970.1727.80
111.150.070.070.00113.8030.590.1730.42
111.200.080.080.00113.8533.290.1733.12
111.250.080.080.00113.9036.070.1735.90
111.300.080.080.00113.9538.930.1738.76
111.350.080.080.00114.0041.140.1740.97
111.400.080.080.00
111.450.080.080.00
111.500.090.090.00
111.550.120.090.04
111.600.190.090.10
111.650.280.090.19
111.700.380.090.29
111.750.500.090.40
111.800.620.100.53
111.850.750.100.66
111.900.860.100.76
111.950.940.100.84
112.001.020.100.92
112.051.090.100.99
112.101.160.111.05
112.151.220.111.11
112.201.280.111.17
112.251.330.111.22
112.301.390.111.27
112.351.440.111.32
112.401.490.121.37
112.451.540.121.42
112.501.580.121.46
112.551.630.121.51
112.601.670.121.55
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VolumeInvertAvail.StorageStorage Description
#1A107.50'0.048 af41.95"W x 66.33"L x 3.00"H Field A
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0.105 afTotal Available Storage
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DeviceRoutingInvertOutlet Devices
#1Discarded107.50'1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 105.00'
#2Primary109.00'8.0" W × 4.0" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads
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Orifice/Grate C= 0.600\\nLimited to weir flow at low heads", "html_text": "8.0\" W × 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 }, { "page": 101, "type": "TEXT", "location": { "l": 50.64, "t": 262.32, "r": 438, "b": 235.92 }, "text": "Discarded OutFlow Max=0.11 cfs @ 12.88 hrs HW=109.14' (Free Discharge)\n1=Exfiltration (Controls 0.11 cfs)", "reading_order": 7 }, { "page": 101, "type": "TEXT", "location": { "l": 51.84, "t": 226.8, "r": 426.72, "b": 200.88 }, "text": "Primary OutFlow Max=0.12 cfs @ 12.88 hrs HW=109.14' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.12 cfs @ 1.21 fps)", "reading_order": 8 } ] }, { "page": 102, "items": [ { "page": 102, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.4, "b": 672.72 }, "text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 102, "type": "TEXT", "location": { "l": 49.68, "t": 661.44, "r": 543.12, "b": 406.08 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'", "reading_order": 1 }, { "page": 102, "type": "TEXT", "location": { "l": 52.08, "t": 400.8, "r": 127.92, "b": 360.48 }, "text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone", "reading_order": 2 }, { "page": 102, "type": "FIGURE", "location": { "l": 223.44, "t": 346.8, "r": 387.84, "b": 93.36 }, "text": "", "reading_order": 3 } ] }, { "page": 103, "items": [ { "page": 103, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 103, "type": "FIGURE", "location": { "l": 62.64, "t": 675.12, "r": 552.24, "b": 399.12 }, "text": "", "reading_order": 1 } ] }, { "page": 104, "items": [ { "page": 104, "type": "TEXT", "location": { "l": 153.84, "t": 687.84, "r": 466.32, "b": 672.72 }, "text": "Stage-Discharge for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 104, "type": "TABLE", "location": { "l": 56.4, "t": 661.92, "r": 275.04, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
107.500.000.000.00
107.550.070.070.00
107.600.070.070.00
107.650.070.070.00
107.700.070.070.00
107.750.070.070.00
107.800.070.070.00
107.850.070.070.00
107.900.070.070.00
107.950.080.080.00
108.000.080.080.00
108.050.080.080.00
108.100.080.080.00
108.150.080.080.00
108.200.080.080.00
108.250.080.080.00
108.300.090.090.00
108.350.090.090.00
108.400.090.090.00
108.450.090.090.00
108.500.090.090.00
108.550.090.090.00
108.600.090.090.00
108.650.090.090.00
108.700.100.100.00
108.750.100.100.00
108.800.100.100.00
108.850.100.100.00
108.900.100.100.00
108.950.100.100.00
109.000.100.100.00
109.050.130.100.02
109.100.170.110.07
109.150.230.110.12
109.200.300.110.19
109.250.380.110.27
109.300.460.110.35
109.350.550.110.44
109.400.620.110.50
109.450.680.110.56
109.500.730.120.61
109.550.770.120.66
109.600.820.120.70
109.650.860.120.74
109.700.900.120.78
109.750.940.120.81
109.800.970.120.85
109.851.010.120.88
109.901.040.130.91
109.951.070.130.95
110.001.100.130.98
110.051.130.131.00
110.101.160.131.03
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"location": [ 220.38, 639.5022, 275.04, 650.7111 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 56.4, 628.2933, 275.04, 639.5022 ], "cells": [ { "location": [ 56.4, 628.2933, 111.06, 639.5022 ], "text": "107.55", "html_text": "107.55", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.06, 628.2933, 165.72, 639.5022 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 165.72, 628.2933, 220.38, 639.5022 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.38, 628.2933, 275.04, 639.5022 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 56.4, 617.0844, 275.04, 628.2933 ], "cells": [ { "location": [ 56.4, 617.0844, 111.06, 628.2933 ], "text": "107.60", "html_text": "107.60", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.06, 617.0844, 165.72, 628.2933 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 165.72, 617.0844, 220.38, 628.2933 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.38, 617.0844, 275.04, 628.2933 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 56.4, 605.8756, 275.04, 617.0844 ], "cells": [ { "location": [ 56.4, 605.8756, 111.06, 617.0844 ], "text": "107.65", "html_text": "107.65", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.06, 605.8756, 165.72, 617.0844 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 165.72, 605.8756, 220.38, 617.0844 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.38, 605.8756, 275.04, 617.0844 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 56.4, 594.6667, 275.04, 605.8756 ], "cells": [ { "location": [ 56.4, 594.6667, 111.06, 605.8756 ], "text": "107.70", "html_text": "107.70", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.06, 594.6667, 165.72, 605.8756 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 165.72, 594.6667, 220.38, 605.8756 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.38, 594.6667, 275.04, 605.8756 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 56.4, 583.4578, 275.04, 594.6667 ], "cells": [ { "location": [ 56.4, 583.4578, 111.06, 594.6667 ], "text": "107.75", "html_text": "107.75", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.06, 583.4578, 165.72, 594.6667 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 165.72, 583.4578, 220.38, 594.6667 ], "text": "0.07", "html_text": "0.07", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.38, 583.4578, 275.04, 594.6667 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 7, "location": [ 56.4, 572.2489, 275.04, 583.4578 ], "cells": [ { "location": [ 56.4, 572.2489, 111.06, 583.4578 ], "text": "107.80", "html_text": "107.80", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, 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"location": [ 246.48, 563.4133, 425.04, 575.7867 ], "cells": [ { "location": [ 246.48, 563.4133, 306, 575.7867 ], "text": "110.45", "html_text": "110.45", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 563.4133, 365.52, 575.7867 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 563.4133, 425.04, 575.7867 ], "text": "0.104", "html_text": "0.104", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 8, "location": [ 246.48, 551.04, 425.04, 563.4133 ], "cells": [ { "location": [ 246.48, 551.04, 306, 563.4133 ], "text": "110.50", "html_text": "110.50", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 306, 551.04, 365.52, 563.4133 ], "text": "0.064", "html_text": "0.064", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 365.52, 551.04, 425.04, 563.4133 ], "text": "0.105", "html_text": "0.105", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 9, "n_cols": 3, "ref": "#/tables/1", "reading_order": 2 } ] }, { "page": 106, "items": [ { "page": 106, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 455.76, "b": 672.72 }, "text": "Summary for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 106, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 106, "type": "TEXT", "location": { "l": 53.76, "t": 640.08, "r": 554.64, "b": 490.32 }, "text": "Inflow Area = 0.460 ac, 100.00% Impervious, Inflow Depth > 5.82\" for 25 year event\nInflow = 2.92 cfs @ 12.10 hrs, Volume= 0.223 af\nOutflow = 0.21 cfs @ 13.40 hrs, Volume= 0.146 af, Atten= 93%, Lag= 78.6 min\nDiscarded = 0.15 cfs @ 13.40 hrs, Volume= 0.141 af\nPrimary = 0.05 cfs @ 13.40 hrs, Volume= 0.004 af\nRouted to Reach 10 : COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 113.06' @ 13.40 hrs Surf.Area= 0.085 ac Storage= 0.114 af\n\nPlug-Flow detention time= 171.6 min calculated for 0.145 af (65% of inflow)\nCenter-of-Mass det. time= 94.1 min ( 827.4 - 733.4 )", "reading_order": 2 }, { "page": 106, "type": "TABLE", "location": { "l": 52.32, "t": 482.64, "r": 556.8, "b": 375.6 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A110.80'0.063 af55.75'W x 66.33'L x 3.00'H Field A
0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids
#2A111.13'0.076 afADS N-12 24" x 48 Inside #1\nInside = 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside
0.139 afTotal Available Storage
", "rows": [ { "row_index": 0, "location": [ 52.32, 461.232, 556.8, 482.64 ], "cells": [ { "location": [ 52.32, 461.232, 178.44, 482.64 ], "text": "Volume", "html_text": "Volume", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 461.232, 304.56, 482.64 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 461.232, 430.68, 482.64 ], "text": "Avail.Storage", "html_text": "Avail.Storage", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 461.232, 556.8, 482.64 ], "text": "Storage Description", "html_text": "Storage Description", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 52.32, 418.416, 556.8, 461.232 ], "cells": [ { "location": [ 52.32, 418.416, 178.44, 461.232 ], "text": "#1A", "html_text": "#1A", "links": [], "cell_header_index": 0, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 418.416, 304.56, 461.232 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 1, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 418.416, 430.68, 461.232 ], "text": "0.063 af", "html_text": "0.063 af", "links": [], "cell_header_index": 2, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 439.824, 556.8, 461.232 ], "text": "55.75'W x 66.33'L x 3.00'H Field A", "html_text": "55.75'W x 66.33'L x 3.00'H Field A", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 430.68, 418.416, 556.8, 439.824 ], "cells": [ { "location": [ 430.68, 418.416, 556.8, 439.824 ], "text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "html_text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 397.008, 556.8, 418.416 ], "cells": [ { "location": [ 52.32, 397.008, 178.44, 418.416 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 397.008, 304.56, 418.416 ], "text": "111.13'", "html_text": "111.13'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 397.008, 430.68, 418.416 ], "text": "0.076 af", "html_text": "0.076 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 397.008, 556.8, 418.416 ], "text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "html_text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 375.6, 556.8, 397.008 ], "cells": [ { "location": [ 52.32, 375.6, 178.44, 397.008 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 375.6, 304.56, 397.008 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 375.6, 430.68, 397.008 ], "text": "0.139 af", "html_text": "0.139 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 375.6, 556.8, 397.008 ], "text": "Total Available Storage", "html_text": "Total Available Storage", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 3 }, { "page": 106, "type": "TEXT", "location": { "l": 190.32, "t": 381.84, "r": 357.36, "b": 368.88 }, "text": "0.139 af Total Available Storage", "reading_order": 4 }, { "page": 106, "type": "TITLE", "location": { "l": 67.2, "t": 358.8, "r": 295.44, "b": 345.36 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5, "level": 4 }, { "page": 106, "type": "TABLE", "location": { "l": 52.08, "t": 335.76, "r": 556.8, "b": 270 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.80'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'
#2Primary113.00'12.0" W x 6.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
", "rows": [ { "row_index": 0, "location": [ 52.08, 313.84, 556.8, 335.76 ], "cells": [ { "location": [ 52.08, 313.84, 178.26, 335.76 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 313.84, 304.44, 335.76 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 313.84, 430.62, 335.76 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 313.84, 556.8, 335.76 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.08, 291.92, 556.8, 313.84 ], "cells": [ { "location": [ 52.08, 291.92, 178.26, 313.84 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 291.92, 304.44, 313.84 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 291.92, 430.62, 313.84 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 291.92, 556.8, 313.84 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 52.08, 270, 556.8, 291.92 ], "cells": [ { "location": [ 52.08, 270, 178.26, 291.92 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 270, 304.44, 291.92 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 270, 430.62, 291.92 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 270, 556.8, 291.92 ], "text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 }, { "page": 106, "type": "TEXT", "location": { "l": 50.64, "t": 262.32, "r": 438, "b": 235.68 }, "text": "Discarded OutFlow Max=0.15 cfs @ 13.40 hrs HW=113.06' (Free Discharge)\n1=Exfiltration (Controls 0.15 cfs)", "reading_order": 7 }, { "page": 106, "type": "TEXT", "location": { "l": 51.84, "t": 227.04, "r": 426, "b": 200.64 }, "text": "Primary OutFlow Max=0.05 cfs @ 13.40 hrs HW=113.06' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.05 cfs @ 0.81 fps)", "reading_order": 8 } ] }, { "page": 107, "items": [ { "page": 107, "type": "TEXT", "location": { "l": 516.72, "t": 711.36, "r": 559.2, "b": 698.88 }, "text": "Page 71", "reading_order": 0 }, { "page": 107, "type": "TITLE", "location": { "l": 126.72, "t": 687.6, "r": 494.4, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A", "reading_order": 1, "level": 1 }, { "page": 107, "type": "TEXT", "location": { "l": 49.68, "t": 662.4, "r": 544.8, "b": 405.84 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'", "reading_order": 2 }, { "page": 107, "type": "TEXT", "location": { "l": 51.84, "t": 400.56, "r": 127.92, "b": 360.72 }, "text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone", "reading_order": 3 }, { "page": 107, "type": "FIGURE", "location": { "l": 196.8, "t": 348.96, "r": 414.72, "b": 92.88 }, "text": "", "reading_order": 4 } ] }, { "page": 108, "items": [ { "page": 108, "type": "TEXT", "location": { "l": 203.04, "t": 688.08, "r": 413.76, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 108, "type": "FIGURE", "location": { "l": 62.16, "t": 671.28, "r": 552.48, "b": 398.64 }, "text": "", "reading_order": 1 } ] }, { "page": 109, "items": [ { "page": 109, "type": "TEXT", "location": { "l": 154.08, "t": 687.84, "r": 466.08, "b": 672.72 }, "text": "Stage-Discharge for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 109, "type": "TABLE", "location": { "l": 56.88, "t": 661.44, "r": 275.28, "b": 56.88 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.800.000.000.00
110.850.090.090.00
110.900.090.090.00
110.950.090.090.00
111.000.090.090.00
111.050.090.090.00
111.100.090.090.00
111.150.100.100.00
111.200.100.100.00
111.250.100.100.00
111.300.100.100.00
111.350.100.100.00
111.400.100.100.00
111.450.110.110.00
111.500.110.110.00
111.550.110.110.00
111.600.110.110.00
111.650.110.110.00
111.700.110.110.00
111.750.110.110.00
111.800.120.120.00
111.850.120.120.00
111.900.120.120.00
111.950.120.120.00
112.000.120.120.00
112.050.120.120.00
112.100.130.130.00
112.150.130.130.00
112.200.130.130.00
112.250.130.130.00
112.300.130.130.00
112.350.130.130.00
112.400.130.130.00
112.450.140.140.00
112.500.140.140.00
112.550.140.140.00
112.600.140.140.00
112.650.140.140.00
112.700.140.140.00
112.750.150.150.00
112.800.150.150.00
112.850.150.150.00
112.900.150.150.00
112.950.150.150.00
113.000.150.150.00
113.050.190.150.04
113.100.260.160.10
113.150.340.160.19
113.200.450.160.29
113.250.560.160.40
113.300.690.160.53
113.350.830.160.66
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Elevation (feet)Surface (acres)Storage (acre-feet)
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110.850.0850.002
110.900.0850.003
110.950.0850.005
111.000.0850.007
111.050.0850.008
111.100.0850.010
111.150.0850.012
111.200.0850.013
111.250.0850.015
111.300.0850.016
111.350.0850.017
111.400.0850.019
111.450.0850.021
111.500.0850.024
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111.600.0850.029
111.650.0850.031
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111.750.0850.037
111.800.0850.040
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112.000.0850.051
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112.200.0850.064
112.250.0850.067
112.300.0850.070
112.350.0850.073
112.400.0850.076
112.450.0850.079
112.500.0850.082
112.550.0850.085
112.600.0850.088
112.650.0850.091
112.700.0850.094
112.750.0850.097
112.800.0850.100
112.850.0850.103
112.900.0850.105
112.950.0850.108
113.000.0850.111
113.050.0850.113
113.100.0850.116
113.150.0850.118
113.200.0850.120
113.250.0850.122
113.300.0850.124
113.350.0850.125
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Stor-Ind+Trans method - Pond routing by Stor-Ind method", "reading_order": 0 }, { "page": 111, "type": "TEXT", "location": { "l": 51.6, "t": 639.84, "r": 196.56, "b": 627.6 }, "text": "Subcatchment1S: POROUS", "reading_order": 1 }, { "page": 111, "type": "TEXT", "location": { "l": 257.76, "t": 640.08, "r": 560.16, "b": 616.32 }, "text": "Subcatchment1S: POROUS\nRunoff Area=0.570 ac 0.00% Impervious Runoff Depth>1.57\"\nFlow Length=310' Tc=12.9 min CN=39 Runoff=0.52 cfs 0.075 af", "reading_order": 2 }, { "page": 111, "type": "TEXT", "location": { "l": 51.6, "t": 604.08, "r": 216.96, "b": 592.08 }, "text": "Subcatchment2S: IMPERVIOUS", "reading_order": 3 }, { "page": 111, "type": "TEXT", "location": { "l": 259.44, "t": 605.28, "r": 559.92, "b": 580.56 }, "text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>8.29\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=3.82 cfs 0.498 af", "reading_order": 4 }, { "page": 111, "type": "TEXT", "location": { "l": 52.32, "t": 569.04, "r": 560.16, "b": 546 }, "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>8.30\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=2.61 cfs 0.187 af", "reading_order": 5 }, { "page": 111, "type": "TEXT", "location": { "l": 51.6, "t": 532.56, "r": 196.32, "b": 520.8 }, "text": "Subcatchment6S: POROUS", "reading_order": 6 }, { "page": 111, "type": "TEXT", "location": { "l": 275.76, "t": 533.52, "r": 559.92, "b": 521.76 }, "text": "Subcatchment6S: POROUS\nRunoff Area=0.190 ac 0.00% Impervious Runoff Depth>1.57\"", "reading_order": 7 }, { "page": 111, "type": "TEXT", "location": { "l": 256.8, "t": 521.04, "r": 560.4, "b": 509.28 }, "text": "Flow Length=250' Tc=12.4 min CN=39 Runoff=0.18 cfs 0.025 af", "reading_order": 8 }, { "page": 111, "type": "TEXT", "location": { "l": 52.32, "t": 497.28, "r": 560.4, "b": 473.76 }, "text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>8.30\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=4.15 cfs 0.318 af", "reading_order": 9 }, { "page": 111, "type": "TEXT", "location": { "l": 52.08, "t": 462.48, "r": 559.92, "b": 440.4 }, "text": "Subcatchment10S: BY-PASSPOROUS Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>1.59\" Tc=2.0 min CN=39 Runoff=0.12 cfs 0.008 af", "reading_order": 10 }, { "page": 111, "type": "TEXT", "location": { "l": 52.32, "t": 426.48, "r": 559.44, "b": 403.2 }, "text": "Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>8.30\"\nTc=2.0 min CN=98 Runoff=0.66 cfs 0.048 af", "reading_order": 11 }, { "page": 111, "type": "TEXT", "location": { "l": 51.6, "t": 425.52, "r": 203.76, "b": 413.76 }, "text": "Subcatchment11S: BY-PASS", "reading_order": 12 }, { "page": 111, "type": "TEXT", "location": { "l": 447.84, "t": 390.72, "r": 559.92, "b": 379.44 }, "text": "Inflow=3.71 cfs 0.581 af", "reading_order": 13 }, { "page": 111, "type": "TEXT", "location": { "l": 440.4, "t": 378, "r": 560.16, "b": 366.72 }, "text": "Outflow=3.71 cfs 0.581 af", "reading_order": 14 }, { "page": 111, "type": "TEXT", "location": { "l": 51.6, "t": 390, "r": 172.8, "b": 378.48 }, "text": "Reach 10: COMPOSITE", "reading_order": 15 }, { "page": 111, "type": "TEXT", "location": { "l": 52.56, "t": 355.2, "r": 559.68, "b": 330.72 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 113.01' $ Storage= $ 8,676 $ cf Inflow= $ 4.30 $ cfs 0.572 af Discarded= $ 0.14 $ cfs 0.101 af Primary= $ 1.91 $ cfs 0.385 af Outflow= $ 2.05 $ cfs 0.486 af", "reading_order": 16 }, { "page": 111, "type": "TEXT", "location": { "l": 51.36, "t": 319.68, "r": 559.68, "b": 307.2 }, "text": "Pond 8P: SSIB #2 UNDERGROUND Peak Elev=109.52' Storage=0.076 af Inflow=2.68 cfs 0.212 af", "reading_order": 17 }, { "page": 111, "type": "TEXT", "location": { "l": 182.4, "t": 306.72, "r": 559.44, "b": 295.68 }, "text": "Discarded=0.12 cfs 0.105 af Primary=0.63 cfs 0.065 af Outflow=0.74 cfs 0.170 af", "reading_order": 18 }, { "page": 111, "type": "TEXT", "location": { "l": 52.56, "t": 283.68, "r": 561.84, "b": 260.16 }, "text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=113.57' Storage=0.132 af Inflow=4.15 cfs 0.318 af Discarded=0.17 cfs 0.153 af Primary=1.32 cfs 0.075 af Outflow=1.49 cfs 0.228 af", "reading_order": 19 }, { "page": 111, "type": "TEXT", "location": { "l": 122.64, "t": 247.68, "r": 568.8, "b": 223.92 }, "text": "Total Runoff Area = 2.340 ac Runoff Volume = 1.158 af Average Runoff Depth = 5.94\"\n35.04% Pervious = 0.820 ac 64.96% Impervious = 1.520 ac", "reading_order": 20 } ] }, { "page": 112, "items": [ { "page": 112, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 3 }, { "page": 112, "type": "TEXT", "location": { "l": 52.8, "t": 659.52, "r": 306.24, "b": 634.32 }, "text": "Runoff = 0.52 cfs @ 12.27 hrs, Volume=\nRouted to Pond 3P : SSIB #1 SURFACE BASIN\n0.075 af, Depth> 1.57\"", "reading_order": 1 }, { "page": 112, "type": "TEXT", "location": { "l": 345.12, "t": 659.76, "r": 463.44, "b": 647.04 }, "text": "0.075 af, Depth> 1.57\"", "reading_order": 2 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 589.68, "r": 559.2, "b": 570.6 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 570.6, "r": 559.2, "b": 551.52 }, "text": "0.570 39 >75% Grass cover, Good, HSG A", "reading_order": 5 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 551.52, "r": 559.2, "b": 532.44 }, "text": "0.570 100.00% Pervious Area", "reading_order": 6 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 532.44, "r": 559.2, "b": 513.36 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 513.36, "r": 559.2, "b": 475.2 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 8 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 494.28, "r": 414.3771, "b": 475.2 }, "text": "0.3 50 0.0350 2.81", "reading_order": 9 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 475.2, "r": 559.2, "b": 456.12 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 112, "type": "TEXT", "location": { "l": 52.32, "t": 456.12, "r": 559.2, "b": 437.04 }, "text": "12.9 310 Total", "reading_order": 11 }, { "page": 112, "type": "TEXT", "location": { "l": 222.48, "t": 425.28, "r": 393.36, "b": 410.64 }, "text": "Subcatchment 1S: POROUS", "reading_order": 12 }, { "page": 112, "type": "FIGURE", "location": { "l": 62.4, "t": 408, "r": 553.68, "b": 137.52 }, "text": "", "reading_order": 13 } ] }, { "page": 113, "items": [ { "page": 113, "type": "TITLE", "location": { "l": 171.84, "t": 687.6, "r": 447.36, "b": 672.72 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 113, "type": "TEXT", "location": { "l": 53.04, "t": 660, "r": 306.48, "b": 634.56 }, "text": "Runoff = 3.82 cfs @ 12.22 hrs, Volume=\nRouted to Pond 3P : SSIB #1 SURFACE BASIN\n0.498 af, Depth> 8.29\"", "reading_order": 1 }, { "page": 113, "type": "TEXT", "location": { "l": 344.88, "t": 659.76, "r": 463.92, "b": 646.8 }, "text": "0.498 af, Depth> 8.29\"", "reading_order": 2 }, { "page": 113, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.75 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 570.75, "r": 559.2, "b": 551.58 }, "text": "0.720 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 551.58, "r": 559.2, "b": 532.41 }, "text": "0.720 100.00% Impervious Area", "reading_order": 6 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 532.41, "r": 559.2, "b": 513.24 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 513.24, "r": 559.2, "b": 474.9 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 8 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 494.07, "r": 414.3771, "b": 474.9 }, "text": "0.5 50 0.0110 1.57", "reading_order": 9 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 474.9, "r": 559.2, "b": 455.73 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 113, "type": "TEXT", "location": { "l": 52.32, "t": 455.73, "r": 559.2, "b": 436.56 }, "text": "13.1 310 Total", "reading_order": 11 }, { "page": 113, "type": "TEXT", "location": { "l": 210.24, "t": 425.52, "r": 405.6, "b": 410.4 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 12 }, { "page": 113, "type": "FIGURE", "location": { "l": 61.44, "t": 410.16, "r": 553.44, "b": 136.8 }, "text": "", "reading_order": 13 } ] }, { "page": 114, "items": [ { "page": 114, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 446.88, "b": 672.48 }, "text": "Summary for Subcatchment 5S: IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 114, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 114, "type": "TEXT", "location": { "l": 52.08, "t": 636.48, "r": 463.44, "b": 610.8 }, "text": "Runoff = 2.61 cfs @ 12.08 hrs, Volume= 0.187 af, Depth> 8.30\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 2 }, { "page": 114, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 565.44, "r": 559.44, "b": 547.0971 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 547.0971, "r": 559.44, "b": 528.7543 }, "text": "0.270 98 Roofs, HSG A", "reading_order": 5 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 528.7543, "r": 559.44, "b": 510.4114 }, "text": "0.270 100.00% Impervious Area", "reading_order": 6 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 510.4114, "r": 559.44, "b": 492.0686 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 492.0686, "r": 559.44, "b": 473.7257 }, "text": "0.9 50 0.0100 0.94 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 473.7257, "r": 559.44, "b": 455.3829 }, "text": "0.7 130 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 114, "type": "TEXT", "location": { "l": 52.56, "t": 455.3829, "r": 559.44, "b": 437.04 }, "text": "1.6 180 Total", "reading_order": 10 }, { "page": 114, "type": "TEXT", "location": { "l": 210.48, "t": 425.52, "r": 405.6, "b": 410.64 }, "text": "Subcatchment 5S: IMPERVIOUS", "reading_order": 11 }, { "page": 114, "type": "FIGURE", "location": { "l": 60.48, "t": 412.32, "r": 553.68, "b": 136.56 }, "text": "", "reading_order": 12 } ] }, { "page": 115, "items": [ { "page": 115, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 6S: POROUS", "reading_order": 0, "level": 3 }, { "page": 115, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.18 cfs @ 12.27 hrs, Volume= 0.025 af, Depth> 1.57\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 1 }, { "page": 115, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 2 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.2057 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 570.2057, "r": 559.2, "b": 550.4914 }, "text": "0.190 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 550.4914, "r": 559.2, "b": 530.7771 }, "text": "0.190 100.00% Pervious Area", "reading_order": 5 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 530.7771, "r": 559.2, "b": 511.0629 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 511.0629, "r": 559.2, "b": 471.6343 }, "text": "11.3 90 0.0270 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 7 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 491.3486, "r": 414.3771, "b": 471.6343 }, "text": "1.1 160 0.0150 2.49", "reading_order": 8 }, { "page": 115, "type": "TEXT", "location": { "l": 52.32, "t": 471.6343, "r": 559.2, "b": 451.92 }, "text": "12.4 250 Total", "reading_order": 9 }, { "page": 115, "type": "TEXT", "location": { "l": 222.48, "t": 437.04, "r": 393.12, "b": 422.4 }, "text": "Subcatchment 6S: POROUS", "reading_order": 10 }, { "page": 115, "type": "FIGURE", "location": { "l": 62.4, "t": 420, "r": 552.48, "b": 149.04 }, "text": "", "reading_order": 11 } ] }, { "page": 116, "items": [ { "page": 116, "type": "TITLE", "location": { "l": 131.76, "t": 687.6, "r": 488.88, "b": 672.48 }, "text": "Summary for Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 0, "level": 1 }, { "page": 116, "type": "TEXT", "location": { "l": 51.6, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 116, "type": "TEXT", "location": { "l": 51.84, "t": 636.72, "r": 463.68, "b": 610.56 }, "text": "Runoff = 4.15 cfs @ 12.10 hrs, Volume= 0.318 af, Depth> 8.30\"\nRouted to Pond 9P : SSIB #3 UNDERGROUND", "reading_order": 2 }, { "page": 116, "type": "TEXT", "location": { "l": 51.84, "t": 600.72, "r": 541.68, "b": 574.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 566.4, "r": 558.96, "b": 549.4133 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 549.4133, "r": 558.96, "b": 532.4267 }, "text": "0.460 98 Roofs, HSG A", "reading_order": 5 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 532.4267, "r": 558.96, "b": 515.44 }, "text": "0.460 100.00% Impervious Area", "reading_order": 6 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 515.44, "r": 558.96, "b": 498.4533 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 498.4533, "r": 558.96, "b": 481.4667 }, "text": "1.5 100 0.0100 1.08 Sheet Flow,", "reading_order": 8 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 481.4667, "r": 558.96, "b": 464.48 }, "text": "0.3 40 0.0100 2.03 Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 9 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 464.48, "r": 558.96, "b": 447.4933 }, "text": "0.8 140 3.00 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 10 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 447.4933, "r": 558.96, "b": 430.5067 }, "text": "Direct Entry, PIPE FLOW", "reading_order": 11 }, { "page": 116, "type": "TEXT", "location": { "l": 52.56, "t": 430.5067, "r": 558.96, "b": 413.52 }, "text": "2.6 280 Total", "reading_order": 12 }, { "page": 116, "type": "TEXT", "location": { "l": 170.4, "t": 401.76, "r": 447.84, "b": 386.88 }, "text": "Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 13 }, { "page": 116, "type": "FIGURE", "location": { "l": 61.2, "t": 380.16, "r": 553.68, "b": 113.52 }, "text": "", "reading_order": 14 } ] }, { "page": 117, "items": [ { "page": 117, "type": "TITLE", "location": { "l": 151.44, "t": 687.6, "r": 468.24, "b": 672.48 }, "text": "Summary for Subcatchment 10S: BY-PASS POROUS", "reading_order": 0, "level": 1 }, { "page": 117, "type": "TEXT", "location": { "l": 51.84, "t": 659.28, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 117, "type": "TEXT", "location": { "l": 52.08, "t": 636.48, "r": 463.68, "b": 610.56 }, "text": "Runoff = 0.12 cfs @ 12.10 hrs, Volume= 0.008 af, Depth> 1.59\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 117, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 575.04 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 117, "type": "TABLE", 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0.060100.00% Pervious Area
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"row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 511.056, 559.2, 529.104 ], "text": "100.00% Pervious Area", "html_text": "100.00% Pervious Area", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 53.04, 493.008, 559.2, 511.056 ], "cells": [ { "location": [ 53.04, 493.008, 221.76, 511.056 ], "text": "Tc (min)", "html_text": "Tc (min)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 493.008, 390.48, 511.056 ], "text": "Length (feet)", "html_text": "Length (feet)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.48, 493.008, 559.2, 511.056 ], "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "html_text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 53.04, 474.96, 559.2, 493.008 ], "cells": [ { "location": [ 53.04, 474.96, 221.76, 493.008 ], "text": "2.0", "html_text": "2.0", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.76, 474.96, 559.2, 493.008 ], "text": "Direct Entry,", "html_text": "Direct Entry,", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 3, "ref": "#/tables/0", "reading_order": 4 }, { "page": 117, "type": "TEXT", "location": { "l": 190.08, "t": 463.2, "r": 426.96, "b": 447.84 }, "text": "Subcatchment 10S: BY-PASS POROUS", "reading_order": 5 }, { "page": 117, "type": "FIGURE", "location": { "l": 61.68, "t": 443.04, "r": 555.36, "b": 176.64 }, "text": "", "reading_order": 6 } ] }, { "page": 118, "items": [ { "page": 118, "type": "TITLE", "location": { "l": 139.68, "t": 687.6, "r": 480.72, "b": 672.48 }, "text": "Summary for Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 0, "level": 1 }, { "page": 118, "type": "TEXT", "location": { "l": 51.84, "t": 659.52, "r": 245.04, "b": 646.32 }, "text": "[49] Hint: Tc<2dt may require smaller dt", "reading_order": 1 }, { "page": 118, "type": "TEXT", "location": { "l": 51.84, "t": 636.24, "r": 463.68, "b": 610.8 }, "text": "Runoff = 0.66 cfs @ 12.09 hrs, Volume= 0.048 af, Depth> 8.30\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 2 }, { "page": 118, "type": "TEXT", "location": { "l": 52.08, "t": 600.72, "r": 541.68, "b": 575.04 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 100 YEAR Rainfall=9.48\"", "reading_order": 3 }, { "page": 118, "type": "TEXT", "location": { "l": 52.8, "t": 564.96, "r": 559.2, "b": 546.96 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 118, "type": "TEXT", "location": { "l": 52.8, "t": 546.96, "r": 559.2, "b": 528.96 }, "text": "0.070 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 118, "type": "TEXT", "location": { "l": 52.8, "t": 528.96, "r": 559.2, "b": 510.96 }, "text": "0.070 100.00% Impervious Area", "reading_order": 6 }, { "page": 118, "type": "TEXT", "location": { "l": 52.8, "t": 510.96, "r": 559.2, "b": 492.96 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)", "reading_order": 7 }, { "page": 118, "type": "TEXT", "location": { "l": 52.8, "t": 492.96, "r": 559.2, "b": 474.96 }, "text": "Direct Entry,", "reading_order": 8 }, { "page": 118, "type": "TEXT", "location": { "l": 178.32, "t": 463.2, "r": 439.92, "b": 447.84 }, "text": "Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 9 }, { "page": 118, "type": "FIGURE", "location": { "l": 61.2, "t": 443.52, "r": 551.76, "b": 175.44 }, "text": "", "reading_order": 10 } ] }, { "page": 119, "items": [ { "page": 119, "type": "TITLE", "location": { "l": 198, "t": 687.36, "r": 419.52, "b": 672.48 }, "text": "Summary for Reach 10: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 119, "type": "TEXT", "location": { "l": 52.08, "t": 659.52, "r": 250.8, "b": 646.08 }, "text": "[40] Hint: Not Described (Outflow=Inflow)", "reading_order": 1 }, { "page": 119, "type": "TEXT", "location": { "l": 52.32, "t": 636.48, "r": 518.4, "b": 598.32 }, "text": "Inflow Area = 2.340 ac, 64.96% Impervious, Inflow Depth > 2.98\" for 100 YEAR event\nInflow = 3.71 cfs @ 12.31 hrs, Volume= 0.581 af\nOutflow = 3.71 cfs @ 12.31 hrs, Volume= 0.581 af, Atten=0%, Lag=0.0 min", "reading_order": 2 }, { "page": 119, "type": "TEXT", "location": { "l": 52.08, "t": 588.48, "r": 420.96, "b": 574.8 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 3 }, { "page": 119, "type": "TEXT", "location": { "l": 236.88, "t": 563.76, "r": 378.48, "b": 548.64 }, "text": "Reach 10: COMPOSITE", "reading_order": 4 }, { "page": 119, "type": "FIGURE", "location": { "l": 61.68, "t": 547.2, "r": 554.16, "b": 273.84 }, "text": "", "reading_order": 5 } ] }, { "page": 120, "items": [ { "page": 120, "type": "TITLE", "location": { "l": 162.24, "t": 687.84, "r": 457.44, "b": 672.72 }, "text": "Summary for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 120, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 120, "type": "TEXT", "location": { "l": 51.6, "t": 642, "r": 550.08, "b": 488.88 }, "text": "Inflow Area = 1.290 ac, 55.81% Impervious, Inflow Depth > 5.32\" for 100 YEAR event\nInflow = 4.30 cfs @ 12.23 hrs, Volume= 0.572 af\nOutflow = 2.05 cfs @ 12.70 hrs, Volume= 0.486 af, Atten= 52%, Lag= 28.4 min\nDiscarded = 0.14 cfs @ 12.70 hrs, Volume= 0.101 af\nPrimary = 1.91 cfs @ 12.70 hrs, Volume= 0.385 af\n\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 113.01' @ 12.70 hrs Surf.Area= 4,004 sf Storage= 8,676 cf\n\nPlug-Flow detention time= 108.1 min calculated for 0.486 af (85% of inflow)\nCenter-of-Mass det. time= 59.5 min (818.6 - 759.0)", "reading_order": 2 }, { "page": 120, "type": "TABLE", "location": { "l": 52.32, "t": 480.96, "r": 558.24, "b": 355.68 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1110.00'12,950 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
110.002,00000
111.002,4502,2252,225
112.003,2002,8255,050
113.004,0003,6008,650
114.004,6004,30012,950
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465.3 ], "text": "Custom Stage Data (Prismatic)Listed below (Recalc)", "html_text": "Custom Stage Data (Prismatic)Listed below (Recalc)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.32, 433.98, 558.24, 449.64 ], "cells": [ { "location": [ 52.32, 433.98, 153.504, 449.64 ], "text": "Elevation\n(feet)", "html_text": "Elevation\n(feet)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.504, 433.98, 254.688, 449.64 ], "text": "Surf.Area\n(sq-ft)", "html_text": "Surf.Area\n(sq-ft)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.688, 433.98, 355.872, 449.64 ], "text": "Inc.Store\n(cubic-feet)", "html_text": "Inc.Store\n(cubic-feet)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 355.872, 433.98, 558.24, 449.64 ], "text": "Cum.Store\n(cubic-feet)", "html_text": "Cum.Store\n(cubic-feet)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 418.32, 558.24, 433.98 ], "cells": [ { "location": [ 52.32, 418.32, 153.504, 433.98 ], "text": "110.00", "html_text": "110.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.504, 418.32, 254.688, 433.98 ], "text": "2,000", "html_text": "2,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.688, 418.32, 355.872, 433.98 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 355.872, 418.32, 558.24, 433.98 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 402.66, 558.24, 418.32 ], "cells": [ { "location": [ 52.32, 402.66, 153.504, 418.32 ], "text": "111.00", "html_text": "111.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.504, 402.66, 254.688, 418.32 ], "text": "2,450", "html_text": "2,450", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.688, 402.66, 355.872, 418.32 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 355.872, 402.66, 558.24, 418.32 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 52.32, 387, 558.24, 402.66 ], "cells": [ { "location": [ 52.32, 387, 153.504, 402.66 ], "text": "112.00", "html_text": "112.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.504, 387, 254.688, 402.66 ], "text": "3,200", "html_text": "3,200", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.688, 387, 355.872, 402.66 ], "text": "2,825", "html_text": "2,825", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 355.872, 387, 558.24, 402.66 ], "text": "5,050", "html_text": "5,050", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 52.32, 371.34, 558.24, 387 ], "cells": [ { "location": [ 52.32, 371.34, 153.504, 387 ], "text": "113.00", "html_text": "113.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.504, 371.34, 254.688, 387 ], "text": "4,000", "html_text": "4,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.688, 371.34, 355.872, 387 ], "text": "3,600", "html_text": "3,600", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 355.872, 371.34, 558.24, 387 ], "text": "8,650", "html_text": "8,650", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 7, "location": [ 52.32, 355.68, 558.24, 371.34 ], "cells": [ { "location": [ 52.32, 355.68, 153.504, 371.34 ], "text": "114.00", "html_text": "114.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 153.504, 355.68, 254.688, 371.34 ], "text": "4,600", "html_text": "4,600", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 254.688, 355.68, 355.872, 371.34 ], "text": "4,300", "html_text": "4,300", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 355.872, 355.68, 558.24, 371.34 ], "text": "12,950", "html_text": "12,950", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 8, "n_cols": 5, "ref": "#/tables/0", "reading_order": 3 }, { "page": 120, "type": "TABLE", "location": { "l": 51.36, "t": 347.04, "r": 455.28, "b": 259.2 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.00'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'
#2Primary111.50'12.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
#3Primary113.00'24.0" x 48.0" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
", "rows": [ { "row_index": 0, "location": [ 51.36, 325.08, 455.28, 347.04 ], "cells": [ { "location": [ 51.36, 325.08, 152.34, 347.04 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.34, 325.08, 253.32, 347.04 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.32, 325.08, 354.3, 347.04 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.3, 325.08, 455.28, 347.04 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 51.36, 303.12, 455.28, 325.08 ], "cells": [ { "location": [ 51.36, 303.12, 152.34, 325.08 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.34, 303.12, 253.32, 325.08 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.32, 303.12, 354.3, 325.08 ], "text": "110.00'", "html_text": "110.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.3, 303.12, 455.28, 325.08 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 106.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 51.36, 281.16, 455.28, 303.12 ], "cells": [ { "location": [ 51.36, 281.16, 152.34, 303.12 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.34, 281.16, 253.32, 303.12 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.32, 281.16, 354.3, 303.12 ], "text": "111.50'", "html_text": "111.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.3, 281.16, 455.28, 303.12 ], "text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 51.36, 259.2, 455.28, 281.16 ], "cells": [ { "location": [ 51.36, 259.2, 152.34, 281.16 ], "text": "#3", "html_text": "#3", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.34, 259.2, 253.32, 281.16 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 253.32, 259.2, 354.3, 281.16 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 354.3, 259.2, 455.28, 281.16 ], "text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 4, "n_cols": 4, "ref": "#/tables/1", "reading_order": 4 }, { "page": 120, "type": "TEXT", "location": { "l": 51.12, "t": 250.56, "r": 439.2, "b": 224.16 }, "text": "Discarded OutFlow Max=0.14 cfs @ 12.70 hrs HW=113.01' (Free Discharge)\n1=Exfiltration (Controls 0.14 cfs)", "reading_order": 5 }, { "page": 120, "type": "TEXT", "location": { "l": 51.6, "t": 214.56, "r": 426.96, "b": 177.12 }, "text": "Primary OutFlow Max=1.88 cfs @ 12.70 hrs HW=113.01' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 1.86 cfs @ 5.57 fps)\n3=Orifice/Grate (Weir Controls 0.02 cfs @ 0.26 fps)", "reading_order": 6 } ] }, { "page": 121, "items": [ { "page": 121, "type": "TEXT", "location": { "l": 201.6, "t": 687.84, "r": 415.68, "b": 673.2 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 121, "type": "FIGURE", "location": { "l": 62.4, "t": 671.52, "r": 552.24, "b": 399.12 }, "text": "", "reading_order": 1 } ] }, { "page": 122, "items": [ { "page": 122, "type": "TEXT", "location": { "l": 152.88, "t": 687.6, "r": 467.52, "b": 672.72 }, "text": "Stage-Discharge for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 122, "type": "TABLE", "location": { "l": 54.96, "t": 662.4, "r": 500.16, "b": 55.92 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.000.000.000.00112.651.720.131.59
110.050.050.050.00112.701.760.131.63
110.100.050.050.00112.751.800.131.67
110.150.050.050.00112.801.840.131.71
110.200.050.050.00112.851.880.131.74
110.250.050.050.00112.901.920.141.78
110.300.050.050.00112.951.950.141.82
110.350.050.050.00113.001.990.141.85
110.400.060.060.00113.052.470.142.33
110.450.060.060.00113.103.300.143.16
110.500.060.060.00113.154.380.144.23
110.550.060.060.00113.205.640.155.50
110.600.060.060.00113.257.070.156.92
110.650.060.060.00113.308.650.158.50
110.700.060.060.00113.3510.360.1510.21
110.750.060.060.00113.4012.190.1512.04
110.800.060.060.00113.4514.140.1513.99
110.850.070.070.00113.5016.200.1616.05
110.900.070.070.00113.5518.370.1618.21
110.950.070.070.00113.6020.630.1620.47
111.000.070.070.00113.6522.980.1622.82
111.050.070.070.00113.7025.430.1625.27
111.100.070.070.00113.7527.970.1727.80
111.150.070.070.00113.8030.590.1730.42
111.200.080.080.00113.8533.290.1733.12
111.250.080.080.00113.9036.070.1735.90
111.300.080.080.00113.9538.930.1738.76
111.350.080.080.00114.0041.140.1740.97
111.400.080.080.00
111.450.080.080.00
111.500.090.090.00
111.550.120.090.04
111.600.190.090.10
111.650.280.090.19
111.700.380.090.29
111.750.500.090.40
111.800.620.100.53
111.850.750.100.66
111.900.860.100.76
111.950.940.100.84
112.001.020.100.92
112.051.090.100.99
112.101.160.111.05
112.151.220.111.11
112.201.280.111.17
112.251.330.111.22
112.301.390.111.27
112.351.440.111.32
112.401.490.121.37
112.451.540.121.42
112.501.580.121.46
112.551.630.121.51
112.601.670.121.55
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false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 398.48, 365.8014, 464.64, 377.2552 ], "text": "12,267", "html_text": "12,267", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 26, "location": [ 266.16, 354.3476, 464.64, 365.8014 ], "cells": [ { "location": [ 266.16, 354.3476, 332.32, 365.8014 ], "text": "113.90", "html_text": "113.90", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 332.32, 354.3476, 398.48, 365.8014 ], "text": "4,540", "html_text": "4,540", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 398.48, 354.3476, 464.64, 365.8014 ], "text": "12,493", "html_text": "12,493", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 27, "location": [ 266.16, 342.8938, 464.64, 354.3476 ], "cells": [ { "location": [ 266.16, 342.8938, 332.32, 354.3476 ], "text": "113.95", "html_text": "113.95", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 332.32, 342.8938, 398.48, 354.3476 ], "text": "4,570", "html_text": "4,570", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 398.48, 342.8938, 464.64, 354.3476 ], "text": "12,721", "html_text": "12,721", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 28, "location": [ 266.16, 331.44, 464.64, 342.8938 ], "cells": [ { "location": [ 266.16, 331.44, 332.32, 342.8938 ], "text": "114.00", "html_text": "114.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 332.32, 331.44, 398.48, 342.8938 ], "text": "4,600", "html_text": "4,600", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 398.48, 331.44, 464.64, 342.8938 ], "text": "12,950", "html_text": "12,950", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 29, "n_cols": 3, "ref": "#/tables/1", "reading_order": 2 } ] }, { "page": 124, "items": [ { "page": 124, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 455.52, "b": 672.72 }, "text": "Summary for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 124, "type": "TITLE", "location": { "l": 52.32, "t": 659.52, "r": 301.44, "b": 645.84 }, "text": "[82] Warning: Early inflow requires earlier time span", "reading_order": 1, "level": 4 }, { "page": 124, "type": "TEXT", "location": { "l": 52.32, "t": 640.56, "r": 550.32, "b": 493.2 }, "text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 5.52\" for 100 YEAR event\nInflow = 2.68 cfs @ 12.08 hrs, Volume= 0.212 af\nOutflow = 0.74 cfs @ 12.35 hrs, Volume= 0.170 af, Atten=72%, Lag=15.9 min\nDiscarded = 0.12 cfs @ 12.35 hrs, Volume= 0.105 af\nPrimary = 0.63 cfs @ 12.35 hrs, Volume= 0.065 af\nRouted to Reach 10: COMPOSITE\n\nRouting by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nPeak Elev= 109.52' @ 12.35 hrs Surf.Area= 0.064 ac Storage= 0.076 af\n\nPlug-Flow detention time= 113.4 min calculated for 0.169 af (80% of inflow)\nCenter-of-Mass det. time= 54.7 min (800.7 - 746.0)", "reading_order": 2 }, { "page": 124, "type": "TABLE", "location": { "l": 52.32, "t": 482.64, "r": 556.8, "b": 377.28 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A107.50'0.048 af41.95"W x 66.33"L x 3.00"H Field A
0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids
#2A107.83'0.057 afADS N-12 24" x 36 Inside #1\nInside= 23.8"W x 23.8"H => 3.10 sf x 20.00"L = 62.0 cf\nOutside= 28.0"W x 28.0"H => 3.92 sf x 20.00"L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside
0.105 afTotal Available Storage
", "rows": [ { "row_index": 0, "location": [ 52.32, 461.568, 556.8, 482.64 ], "cells": [ { "location": [ 52.32, 461.568, 178.44, 482.64 ], "text": "Volume", "html_text": "Volume", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 461.568, 304.56, 482.64 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 461.568, 430.68, 482.64 ], "text": "Avail.Storage", "html_text": "Avail.Storage", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 461.568, 556.8, 482.64 ], "text": "Storage Description", "html_text": "Storage Description", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 52.32, 419.424, 556.8, 461.568 ], "cells": [ { "location": [ 52.32, 419.424, 178.44, 461.568 ], "text": "#1A", "html_text": "#1A", "links": [], "cell_header_index": 0, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 419.424, 304.56, 461.568 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 1, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 419.424, 430.68, 461.568 ], "text": "0.048 af", "html_text": "0.048 af", "links": [], "cell_header_index": 2, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 440.496, 556.8, 461.568 ], "text": "41.95\"W x 66.33\"L x 3.00\"H Field A", "html_text": "41.95\"W x 66.33\"L x 3.00\"H Field A", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 430.68, 419.424, 556.8, 440.496 ], "cells": [ { "location": [ 430.68, 419.424, 556.8, 440.496 ], "text": "0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "html_text": "0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 398.352, 556.8, 419.424 ], "cells": [ { "location": [ 52.32, 398.352, 178.44, 419.424 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 398.352, 304.56, 419.424 ], "text": "107.83'", "html_text": "107.83'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 398.352, 430.68, 419.424 ], "text": "0.057 af", "html_text": "0.057 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 398.352, 556.8, 419.424 ], "text": "ADS N-12 24\" x 36 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "html_text": "ADS N-12 24\" x 36 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 377.28, 556.8, 398.352 ], "cells": [ { "location": [ 52.32, 377.28, 178.44, 398.352 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 377.28, 304.56, 398.352 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 377.28, 430.68, 398.352 ], "text": "0.105 af", "html_text": "0.105 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 377.28, 556.8, 398.352 ], "text": "Total Available Storage", "html_text": "Total Available Storage", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 3 }, { "page": 124, "type": "TEXT", "location": { "l": 190.32, "t": 381.84, "r": 357.36, "b": 368.88 }, "text": "0.105 af Total Available Storage", "reading_order": 4 }, { "page": 124, "type": "TITLE", "location": { "l": 66.96, "t": 358.8, "r": 295.44, "b": 345.36 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5, "level": 4 }, { "page": 124, "type": "TABLE", "location": { "l": 52.08, "t": 335.76, "r": 556.8, "b": 270.24 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded107.50'1.000 in/hr Exfiltration over Surface area\\nConductivity to Groundwater Elevation = 105.00'
#2Primary109.00'8.0" W × 4.0" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads
", "rows": [ { "row_index": 0, "location": [ 52.08, 313.92, 556.8, 335.76 ], "cells": [ { "location": [ 52.08, 313.92, 178.26, 335.76 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 313.92, 304.44, 335.76 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 313.92, 430.62, 335.76 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 313.92, 556.8, 335.76 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.08, 292.08, 556.8, 313.92 ], "cells": [ { "location": [ 52.08, 292.08, 178.26, 313.92 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 292.08, 304.44, 313.92 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 292.08, 430.62, 313.92 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 292.08, 556.8, 313.92 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 105.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 52.08, 270.24, 556.8, 292.08 ], "cells": [ { "location": [ 52.08, 270.24, 178.26, 292.08 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 270.24, 304.44, 292.08 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 270.24, 430.62, 292.08 ], "text": "109.00'", "html_text": "109.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 270.24, 556.8, 292.08 ], "text": "8.0\" W × 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads", "html_text": "8.0\" W × 4.0\" H Vert. Orifice/Grate C= 0.600\\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 }, { "page": 124, "type": "TEXT", "location": { "l": 50.64, "t": 262.32, "r": 438, "b": 235.68 }, "text": "Discarded OutFlow Max=0.12 cfs @ 12.35 hrs HW=109.52' (Free Discharge)\n1=Exfiltration (Controls 0.12 cfs)", "reading_order": 7 }, { "page": 124, "type": "TEXT", "location": { "l": 51.84, "t": 227.04, "r": 426.72, "b": 200.88 }, "text": "Primary OutFlow Max=0.63 cfs @ 12.35 hrs HW=109.52' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.63 cfs @ 2.82 fps)", "reading_order": 8 } ] }, { "page": 125, "items": [ { "page": 125, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.16, "b": 672.72 }, "text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 125, "type": "TEXT", "location": { "l": 49.68, "t": 661.68, "r": 544.08, "b": 406.08 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'", "reading_order": 1 }, { "page": 125, "type": "TEXT", "location": { "l": 52.08, "t": 400.8, "r": 127.92, "b": 360.48 }, "text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone", "reading_order": 2 }, { "page": 125, "type": "FIGURE", "location": { "l": 223.68, "t": 346.8, "r": 387.84, "b": 93.36 }, "text": "", "reading_order": 3 } ] }, { "page": 126, "items": [ { "page": 126, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 126, "type": "FIGURE", "location": { "l": 62.4, "t": 676.8, "r": 552.48, "b": 398.88 }, "text": "", "reading_order": 1 } ] }, { "page": 127, "items": [ { "page": 127, "type": "TEXT", "location": { "l": 153.84, "t": 687.84, "r": 466.32, "b": 672.72 }, "text": "Stage-Discharge for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 127, "type": "TABLE", "location": { "l": 56.4, "t": 661.92, "r": 275.04, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
107.500.000.000.00
107.550.070.070.00
107.600.070.070.00
107.650.070.070.00
107.700.070.070.00
107.750.070.070.00
107.800.070.070.00
107.850.070.070.00
107.900.070.070.00
107.950.080.080.00
108.000.080.080.00
108.050.080.080.00
108.100.080.080.00
108.150.080.080.00
108.200.080.080.00
108.250.080.080.00
108.300.090.090.00
108.350.090.090.00
108.400.090.090.00
108.450.090.090.00
108.500.090.090.00
108.550.090.090.00
108.600.090.090.00
108.650.090.090.00
108.700.100.100.00
108.750.100.100.00
108.800.100.100.00
108.850.100.100.00
108.900.100.100.00
108.950.100.100.00
109.000.100.100.00
109.050.130.100.02
109.100.170.110.07
109.150.230.110.12
109.200.300.110.19
109.250.380.110.27
109.300.460.110.35
109.350.550.110.44
109.400.620.110.50
109.450.680.110.56
109.500.730.120.61
109.550.770.120.66
109.600.820.120.70
109.650.860.120.74
109.700.900.120.78
109.750.940.120.81
109.800.970.120.85
109.851.010.120.88
109.901.040.130.91
109.951.070.130.95
110.001.100.130.98
110.051.130.131.00
110.101.160.131.03
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107.550.0640.001
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107.650.0640.004
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108.150.0640.016
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108.250.0640.020
108.300.0640.022
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108.850.0640.045
108.900.0640.048
108.950.0640.050
109.000.0640.052
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109.750.0640.085
109.800.0640.087
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VolumeInvertAvail.StorageStorage Description
#1A110.80'0.063 af55.75'W x 66.33'L x 3.00'H Field A
0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids
#2A111.13'0.076 afADS N-12 24" x 48 Inside #1\nInside= 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside
0.139 afTotal Available Storage
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0.096 af Embedded = 0.159 af x 40.0% Voids", "html_text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.32, 397.584, 556.8, 418.848 ], "cells": [ { "location": [ 52.32, 397.584, 178.44, 418.848 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 397.584, 304.56, 418.848 ], "text": "111.13'", "html_text": "111.13'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 397.584, 430.68, 418.848 ], "text": "0.076 af", "html_text": "0.076 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 397.584, 556.8, 418.848 ], "text": "ADS N-12 24\" x 48 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "html_text": "ADS N-12 24\" x 48 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.32, 376.32, 556.8, 397.584 ], "cells": [ { "location": [ 52.32, 376.32, 178.44, 397.584 ], "text": "", "html_text": "", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 178.44, 376.32, 304.56, 397.584 ], "text": "", "html_text": "", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 304.56, 376.32, 430.68, 397.584 ], "text": "0.139 af", "html_text": "0.139 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 430.68, 376.32, 556.8, 397.584 ], "text": "Total Available Storage", "html_text": "Total Available Storage", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 3 }, { "page": 129, "type": "TEXT", "location": { "l": 190.32, "t": 381.84, "r": 357.36, "b": 368.88 }, "text": "0.139 af Total Available Storage", "reading_order": 4 }, { "page": 129, "type": "TITLE", "location": { "l": 66.96, "t": 358.8, "r": 295.44, "b": 345.36 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 5, "level": 4 }, { "page": 129, "type": "TABLE", "location": { "l": 52.08, "t": 335.76, "r": 556.8, "b": 270 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.80'1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'
#2Primary113.00'12.0" W x 6.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
", "rows": [ { "row_index": 0, "location": [ 52.08, 313.84, 556.8, 335.76 ], "cells": [ { "location": [ 52.08, 313.84, 178.26, 335.76 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 313.84, 304.44, 335.76 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 313.84, 430.62, 335.76 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 313.84, 556.8, 335.76 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.08, 291.92, 556.8, 313.84 ], "cells": [ { "location": [ 52.08, 291.92, 178.26, 313.84 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 291.92, 304.44, 313.84 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 291.92, 430.62, 313.84 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 291.92, 556.8, 313.84 ], "text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "html_text": "1.000 in/hr Exfiltration over Surface area\nConductivity to Groundwater Elevation = 108.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 52.08, 270, 556.8, 291.92 ], "cells": [ { "location": [ 52.08, 270, 178.26, 291.92 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.26, 270, 304.44, 291.92 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 270, 430.62, 291.92 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.62, 270, 556.8, 291.92 ], "text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 6 }, { "page": 129, "type": "TEXT", "location": { "l": 50.64, "t": 262.32, "r": 438, "b": 235.68 }, "text": "Discarded OutFlow Max=0.17 cfs @ 12.27 hrs HW=113.56' (Free Discharge)\n1=Exfiltration (Controls 0.17 cfs)", "reading_order": 7 }, { "page": 129, "type": "TEXT", "location": { "l": 51.6, "t": 227.28, "r": 426.72, "b": 200.64 }, "text": "Primary OutFlow Max=1.30 cfs @ 12.27 hrs HW=113.56' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 1.30 cfs @ 2.61 fps)", "reading_order": 8 } ] }, { "page": 130, "items": [ { "page": 130, "type": "TITLE", "location": { "l": 126.48, "t": 687.84, "r": 494.4, "b": 672.72 }, "text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 130, "type": "TEXT", "location": { "l": 49.68, "t": 662.64, "r": 545.04, "b": 405.84 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'", "reading_order": 1 }, { "page": 130, "type": "TEXT", "location": { "l": 51.84, "t": 400.56, "r": 127.92, "b": 360.48 }, "text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone", "reading_order": 2 }, { "page": 130, "type": "FIGURE", "location": { "l": 196.8, "t": 348.96, "r": 414.72, "b": 92.88 }, "text": "", "reading_order": 3 }, { "page": 130, "type": "TEXT", "location": { "l": 197.04, "t": 66.48, "r": 414.48, "b": 53.76 }, "text": "[○1○1○", "reading_order": 4 } ] }, { "page": 131, "items": [ { "page": 131, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 131, "type": "FIGURE", "location": { "l": 62.4, "t": 674.64, "r": 552.48, "b": 398.88 }, "text": "", "reading_order": 1 } ] }, { "page": 132, "items": [ { "page": 132, "type": "TEXT", "location": { "l": 154.08, "t": 687.84, "r": 466.08, "b": 672.72 }, "text": "Stage-Discharge for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 132, "type": "TABLE", "location": { "l": 56.88, "t": 661.68, "r": 275.28, "b": 56.64 }, "text": "
Elevation (feet)Discharge (cfs)Discarded (cfs)Primary (cfs)
110.800.000.000.00
110.850.090.090.00
110.900.090.090.00
110.950.090.090.00
111.000.090.090.00
111.050.090.090.00
111.100.090.090.00
111.150.100.100.00
111.200.100.100.00
111.250.100.100.00
111.300.100.100.00
111.350.100.100.00
111.400.100.100.00
111.450.110.110.00
111.500.110.110.00
111.550.110.110.00
111.600.110.110.00
111.650.110.110.00
111.700.110.110.00
111.750.110.110.00
111.800.120.120.00
111.850.120.120.00
111.900.120.120.00
111.950.120.120.00
112.000.120.120.00
112.050.120.120.00
112.100.130.130.00
112.150.130.130.00
112.200.130.130.00
112.250.130.130.00
112.300.130.130.00
112.350.130.130.00
112.400.130.130.00
112.450.140.140.00
112.500.140.140.00
112.550.140.140.00
112.600.140.140.00
112.650.140.140.00
112.700.140.140.00
112.750.150.150.00
112.800.150.150.00
112.850.150.150.00
112.900.150.150.00
112.950.150.150.00
113.000.150.150.00
113.050.190.150.04
113.100.260.160.10
113.150.340.160.19
113.200.450.160.29
113.250.560.160.40
113.300.690.160.53
113.350.830.160.66
113.400.980.170.81
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{ "location": [ 220.68, 639.2711, 275.28, 650.4756 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 56.88, 628.0667, 275.28, 639.2711 ], "cells": [ { "location": [ 56.88, 628.0667, 111.48, 639.2711 ], "text": "110.85", "html_text": "110.85", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 628.0667, 166.08, 639.2711 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 628.0667, 220.68, 639.2711 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 220.68, 628.0667, 275.28, 639.2711 ], "text": "0.00", "html_text": "0.00", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 56.88, 616.8622, 275.28, 628.0667 ], "cells": [ { "location": [ 56.88, 616.8622, 111.48, 628.0667 ], "text": "110.90", "html_text": "110.90", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 111.48, 616.8622, 166.08, 628.0667 ], "text": "0.09", "html_text": "0.09", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 166.08, 616.8622, 220.68, 628.0667 ], "text": 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111.000.0850.007
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113.000.0850.111
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Elevation (feet)Surface (acres)Storage (acre-feet)
113.450.0850.128
113.500.0850.129
113.550.0850.131
113.600.0850.133
113.650.0850.134
113.700.0850.136
113.750.0850.138
113.800.0850.139
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"TITLE", "location": { "l": 292.8, "t": 589.44, "r": 498.24, "b": 573.84 }, "text": "STORM SEWER TABULATION", "reading_order": 0, "level": 3 }, { "page": 135, "type": "TEXT", "location": { "l": 51.6, "t": 556.8, "r": 244.56, "b": 513.12 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.\n1245 AIRPORT ROAD, SUITE 1\nLAKEWOOD, NJ 08701\n(732) 363-0060", "reading_order": 1 }, { "page": 135, "type": "TEXT", "location": { "l": 475.68, "t": 554.88, "r": 754.8, "b": 542.64 }, "text": "COMPUTED BY: ___ DATE: 12/9/2025", "reading_order": 2 }, { "page": 135, "type": "TEXT", "location": { "l": 475.44, "t": 536.64, "r": 716.16, "b": 524.16 }, "text": "DESIGN STORM FREQUENCY: 25____ YEAR", "reading_order": 3 }, { "page": 135, "type": "TEXT", "location": { "l": 475.68, "t": 519.6, "r": 718.8, "b": 506.64 }, "text": "INTENSITY CURVE: ___", "reading_order": 4 }, { "page": 135, "type": "TEXT", "location": { "l": 483.6, "t": 496.32, "r": 550.32, "b": 485.04 }, "text": "PDS# 320157", "reading_order": 5 }, { "page": 135, "type": "TEXT", "location": { "l": 21.84, "t": 472.32, "r": 775.2, "b": 452.3429 }, "text": "LOCATION RUNOFF DATA SEWER DESIGN DATA", "reading_order": 6 }, { "page": 135, "type": "TEXT", "location": { "l": 21.84, "t": 452.3429, "r": 775.2, "b": 432.3657 }, "text": "STRUCTURE # TIME OF CONCENTRATION PIPE MATERIAL MANNINGS AN 3", "reading_order": 7 }, { "page": 135, "type": "TEXT", "location": { "l": 21.84, "t": 432.3657, "r": 775.2, "b": 392.4114 }, "text": "UPSTREAM DOWNSTREAM AREA WEIGHT OF RUNOFF COEFFICIENT TOTAL OVERLAND THROUGH AREA (7 A) THROUGH AREA (T P) ACCUMULATED RAINFALL INTENSITY PEAK RUNOFF DIAMETER LENGTH SLOPE CAPACITY AT FULL FLOW VELOCITY AT FULL FLOW VELOCITY ACTUAL", "reading_order": 8 }, { "page": 135, "type": "TEXT", "location": { "l": 110.4706, "t": 412.3886, "r": 775.2, "b": 392.4114 }, "text": "(AC) C A × C (3A × C) (MIN) (MIN) (MIN) (IN/HR) (CFS) (INCHES) (FT) (%) (CFS) (FPS)", "reading_order": 9 }, { "page": 135, "type": "LIST_ITEM", 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Event#Event NameStorm TypeCurveModeDuration (hours)B/BDepth (inches)AMC
12 YEARNOAA 24-hrDDefault24.0013.422
210 YEARNOAA 24-hrDDefault24.0015.382
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Area (acres)CNDescription (subcatchment-numbers)
0.60039>75% Grass cover, Good, HSG A (1S, 6S, 10S)
0.79098Paved parking, HSG A (2S, 11S)
0.73098Roofs, HSG A (5S, 8S)
2.12081TOTAL AREA
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Area (acres)Soil GroupSubcatchment Numbers
2.120HSG A1S, 2S, 5S, 6S, 8S, 10S, 11S
0.000HSG B
0.000HSG C
0.000HSG D
0.000Other
2.120TOTAL AREA
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Ground Covers (all nodes)
HSG-A (acres)HSG-B (acres)HSG-C (acres)HSG-D (acres)Other (acres)Total (acres)Ground CoverSubcatchment Numbers
0.6000.0000.0000.0000.0000.600>75% Grass cover, Good1S, 6S, 10S
0.7900.0000.0000.0000.0000.790Paved parking2S, 11S
0.7300.0000.0000.0000.0000.730Roofs5S, 8S
2.1200.0000.0000.0000.0002.120TOTAL AREA
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120.72, "t": 687.12, "r": 490.32, "b": 651.12 }, "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "reading_order": 0 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 639.84, "r": 196.56, "b": 627.6 }, "text": "Subcatchment1S: POROUS", "reading_order": 1 }, { "page": 143, "type": "TEXT", "location": { "l": 257.76, "t": 640.08, "r": 560.16, "b": 616.32 }, "text": "Subcatchment1S: POROUS\nRunoff Area=0.350 ac 0.00% Impervious Runoff Depth>0.00\"\nFlow Length=310' Tc=12.9 min CN=39 Runoff=0.00 cfs 0.000 af", "reading_order": 2 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 604.08, "r": 216.96, "b": 592.08 }, "text": "Subcatchment2S: IMPERVIOUS", "reading_order": 3 }, { "page": 143, "type": "TEXT", "location": { "l": 259.44, "t": 605.52, "r": 559.68, "b": 581.04 }, "text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>2.91\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=1.36 cfs 0.175 af", "reading_order": 4 }, { "page": 143, "type": "TEXT", "location": { "l": 52.56, "t": 568.8, "r": 559.92, "b": 546 }, "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>2.92\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=0.93 cfs 0.066 af", "reading_order": 5 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 532.56, "r": 196.32, "b": 521.04 }, "text": "Subcatchment6S: POROUS", "reading_order": 6 }, { "page": 143, "type": "TEXT", "location": { "l": 277.2, "t": 533.28, "r": 559.68, "b": 522 }, "text": "Subcatchment6S: POROUS\nRunoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.00\"", "reading_order": 7 }, { "page": 143, "type": "TEXT", "location": { "l": 256.8, "t": 520.8, "r": 560.16, "b": 509.28 }, "text": "Flow Length=250' Tc=12.4 min CN=39 Runoff=0.00 cfs 0.000 af", "reading_order": 8 }, { "page": 143, "type": "TEXT", "location": { "l": 52.8, "t": 497.28, "r": 560.4, "b": 473.76 }, "text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>2.92\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=1.48 cfs 0.112 af", "reading_order": 9 }, { "page": 143, "type": "TEXT", "location": { "l": 52.32, "t": 462.48, "r": 560.16, "b": 440.16 }, "text": "Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.00\"\nTc=2.0 min CN=39 Runoff=0.00 cfs 0.000 af", "reading_order": 10 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 461.52, "r": 251.76, "b": 449.52 }, "text": "Subcatchment10S: BY-PASS POROUS", "reading_order": 11 }, { "page": 143, "type": "TEXT", "location": { "l": 52.32, "t": 426.24, "r": 559.44, "b": 403.2 }, "text": "Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>2.92\"\nTc=2.0 min CN=98 Runoff=0.24 cfs 0.017 af", "reading_order": 12 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 425.52, "r": 203.76, "b": 413.76 }, "text": "Subcatchment11S: BY-PASS", "reading_order": 13 }, { "page": 143, "type": "TEXT", "location": { "l": 447.12, "t": 390.72, "r": 559.92, "b": 379.2 }, "text": "Inflow=2.25 cfs 0.362 af", "reading_order": 14 }, { "page": 143, "type": "TEXT", "location": { "l": 440.64, "t": 378, "r": 560.16, "b": 366.72 }, "text": "Outflow=2.25 cfs 0.362 af", "reading_order": 15 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 390, "r": 172.8, "b": 378.48 }, "text": "Reach 10: COMPOSITE", "reading_order": 16 }, { "page": 143, "type": "TEXT", "location": { "l": 52.56, "t": 354.48, "r": 560.16, "b": 331.44 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev=111.97' Storage=4,951 cf Inflow=1.36 cfs 0.175 af Discarded=0.00 cfs 0.000 af Primary=0.87 cfs 0.171 af Outflow=0.87 cfs 0.171 af", "reading_order": 17 }, { "page": 143, "type": "TEXT", "location": { "l": 51.6, "t": 319.44, "r": 559.2, "b": 307.44 }, "text": "Pond 8P: SSIB #2 UNDERGROUND Peak Elev=109.35' Storage=0.068 af Inflow=0.93 cfs 0.066 af", "reading_order": 18 }, { "page": 143, "type": "TEXT", "location": { "l": 182.4, "t": 306.72, "r": 559.2, "b": 295.68 }, "text": "Discarded=0.00 cfs 0.000 af Primary=0.44 cfs 0.064 af Outflow=0.44 cfs 0.064 af", "reading_order": 19 }, { "page": 143, "type": "TEXT", "location": { "l": 53.04, "t": 283.92, "r": 559.44, "b": 259.68 }, "text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=113.49' Storage=0.129 af Inflow=1.48 cfs 0.112 af Discarded=0.00 cfs 0.000 af Primary=1.09 cfs 0.110 af Outflow=1.09 cfs 0.110 af", "reading_order": 20 }, { "page": 143, "type": "TEXT", "location": { "l": 122.64, "t": 247.68, "r": 568.56, "b": 223.92 }, "text": "Total Runoff Area = 2.120 ac Runoff Volume = 0.369 af Average Runoff Depth = 2.09\"\n28.30% Pervious = 0.600 ac 71.70% Impervious = 1.520 ac", "reading_order": 21 } ] }, { "page": 144, "items": [ { "page": 144, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 3 }, { "page": 144, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.00 cfs @ 20.00 hrs, Volume= 0.000 af, Depth> 0.00\"\nRouted to Pond 3P : SSIB #1 SURFACE BASIN", "reading_order": 1 }, { "page": 144, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 2 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.75 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 570.75, "r": 559.2, "b": 551.58 }, "text": "0.350 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 551.58, "r": 559.2, "b": 532.41 }, "text": "0.350 100.00% Pervious Area", "reading_order": 5 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 532.41, "r": 559.2, "b": 513.24 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 513.24, "r": 559.2, "b": 494.07 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\"", "reading_order": 7 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 494.07, "r": 559.2, "b": 474.9 }, "text": "0.3 50 0.0350 2.81 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 8 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 474.9, "r": 559.2, "b": 455.73 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 144, "type": "TEXT", "location": { "l": 52.32, "t": 455.73, "r": 559.2, "b": 436.56 }, "text": "12.9 310 Total", "reading_order": 10 }, { "page": 144, "type": "TEXT", "location": { "l": 222.48, "t": 425.28, "r": 393.12, "b": 410.64 }, "text": "Subcatchment 1S: POROUS", "reading_order": 11 }, { "page": 144, "type": "FIGURE", "location": { "l": 63.84, "t": 404.4, "r": 550.08, "b": 138 }, "text": "", "reading_order": 12 } ] }, { "page": 145, "items": [ { "page": 145, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 447.12, "b": 672.72 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 145, "type": "TEXT", "location": { "l": 52.08, "t": 660, "r": 306.72, "b": 634.56 }, "text": "Runoff = 1.36 cfs @ 12.22 hrs, Volume=\nRouted to Pond 3P : SSIB #1 SURFACE BASIN\n0.175 af, Depth> 2.91\"", "reading_order": 1 }, { "page": 145, "type": "TEXT", "location": { "l": 344.88, "t": 659.76, "r": 463.68, "b": 646.8 }, "text": "0.175 af, Depth> 2.91\"", "reading_order": 2 }, { "page": 145, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 590.16, "r": 559.2, "b": 570.96 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 570.96, "r": 559.2, "b": 551.76 }, "text": "0.720 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 551.76, "r": 559.2, "b": 532.56 }, "text": "0.720 100.00% Impervious Area", "reading_order": 6 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 532.56, "r": 559.2, "b": 513.36 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 513.36, "r": 559.2, "b": 474.96 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 8 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 494.16, "r": 414.3771, "b": 474.96 }, "text": "0.5 50 0.0110 1.57", "reading_order": 9 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 474.96, "r": 559.2, "b": 455.76 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 145, "type": "TEXT", "location": { "l": 52.32, "t": 455.76, "r": 559.2, "b": 436.56 }, "text": "13.1 310 Total", "reading_order": 11 }, { "page": 145, "type": "TEXT", "location": { "l": 210.48, "t": 425.52, "r": 405.6, "b": 410.4 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 12 }, { "page": 145, "type": "FIGURE", "location": { "l": 60.96, "t": 410.16, "r": 553.68, "b": 136.32 }, "text": "", "reading_order": 13 } ] }, { "page": 146, "items": [ { "page": 146, "type": "TITLE", "location": { "l": 171.84, "t": 687.36, "r": 447.36, "b": 672.72 }, "text": "Summary for Subcatchment 5S: IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 146, "type": "TEXT", "location": { "l": 52.56, "t": 660.24, "r": 464.16, "b": 634.32 }, "text": "Runoff = 0.93 cfs @ 12.08 hrs, Volume= 0.066 af, Depth> 2.92\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 1 }, { "page": 146, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 2 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 589.44, "r": 559.2, "b": 571.1314 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 571.1314, "r": 559.2, "b": 552.8229 }, "text": "0.270 98 Roofs, HSG A", "reading_order": 4 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 552.8229, "r": 559.2, "b": 534.5143 }, "text": "0.270 100.00% Impervious Area", "reading_order": 5 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 534.5143, "r": 559.2, "b": 516.2057 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 516.2057, "r": 559.2, "b": 497.8971 }, "text": "0.9 50 0.0100 0.94 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 7 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 497.8971, "r": 559.2, "b": 479.5886 }, "text": "0.7 130 3.00 Direct Entry, PIPE FLOW", "reading_order": 8 }, { "page": 146, "type": "TEXT", "location": { "l": 52.32, "t": 479.5886, "r": 559.2, "b": 461.28 }, "text": "1.6 180 Total", "reading_order": 9 }, { "page": 146, "type": "TEXT", "location": { "l": 210.24, "t": 449.28, "r": 405.84, "b": 434.16 }, "text": "Subcatchment 5S: IMPERVIOUS", "reading_order": 10 }, { "page": 146, "type": "FIGURE", "location": { "l": 60.96, "t": 430.56, "r": 553.92, "b": 161.28 }, "text": "", "reading_order": 11 } ] }, { "page": 147, "items": [ { "page": 147, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 6S: POROUS", "reading_order": 0, "level": 3 }, { "page": 147, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 464.4, "b": 634.32 }, "text": "Runoff = 0.00 cfs @ 20.00 hrs, Volume= 0.000 af, Depth> 0.00\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 1 }, { "page": 147, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 2 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.24 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 570.24, "r": 559.2, "b": 550.56 }, "text": "0.190 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 550.56, "r": 559.2, "b": 530.88 }, "text": "0.190 100.00% Pervious Area", "reading_order": 5 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 530.88, "r": 559.2, "b": 511.2 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 511.2, "r": 559.2, "b": 471.84 }, "text": "11.3 90 0.0270 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 7 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 491.52, "r": 414.3771, "b": 471.84 }, "text": "1.1 160 0.0150 2.49", "reading_order": 8 }, { "page": 147, "type": "TEXT", "location": { "l": 52.32, "t": 471.84, "r": 559.2, "b": 452.16 }, "text": "12.4 250 Total", "reading_order": 9 }, { "page": 147, "type": "TEXT", "location": { "l": 222.72, "t": 437.04, "r": 392.88, "b": 422.4 }, "text": "Subcatchment 6S: POROUS", "reading_order": 10 }, { "page": 147, "type": "TEXT", "location": { "l": 254.64, "t": 416.88, "r": 306.24, "b": 405.84 }, "text": "Hydrograph", "reading_order": 11 }, { "page": 147, "type": "FIGURE", "location": { "l": 62.64, "t": 413.76, "r": 550.08, "b": 148.56 }, "text": "", "reading_order": 12 } ] }, { "page": 148, "items": [ { "page": 148, "type": "TITLE", "location": { "l": 131.76, "t": 687.6, "r": 489.12, "b": 672.72 }, "text": "Summary for Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 0, "level": 1 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 660, "r": 463.92, "b": 634.56 }, "text": "Runoff = 1.48 cfs @ 12.10 hrs, Volume= 0.112 af, Depth> 2.92\"\nRouted to Pond 9P : SSIB #3 UNDERGROUND", "reading_order": 1 }, { "page": 148, "type": "TEXT", "location": { "l": 51.84, "t": 624.48, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 2 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 572.96 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 572.96, "r": 559.2, "b": 556 }, "text": "0.460 98 Roofs, HSG A", "reading_order": 4 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 556, "r": 559.2, "b": 539.04 }, "text": "0.460 100.00% Impervious Area", "reading_order": 5 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 539.04, "r": 559.2, "b": 522.08 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 522.08, "r": 559.2, "b": 505.12 }, "text": "1.5 100 0.0100 1.08 Sheet Flow,", "reading_order": 7 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 505.12, "r": 559.2, "b": 488.16 }, "text": "0.3 40 0.0100 2.03 Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 488.16, "r": 559.2, "b": 471.2 }, "text": "0.8 140 3.00 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 9 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 471.2, "r": 559.2, "b": 454.24 }, "text": "Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 148, "type": "TEXT", "location": { "l": 52.32, "t": 454.24, "r": 559.2, "b": 437.28 }, "text": "2.6 280 Total", "reading_order": 11 }, { "page": 148, "type": "TEXT", "location": { "l": 170.4, "t": 425.52, "r": 447.84, "b": 410.64 }, "text": "Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 12 }, { "page": 148, "type": "FIGURE", "location": { "l": 60.48, "t": 407.04, "r": 553.68, "b": 137.04 }, "text": "", "reading_order": 13 } ] }, { "page": 149, "items": [ { "page": 149, "type": "TITLE", "location": { "l": 151.2, "t": 687.6, "r": 468.72, "b": 672.96 }, "text": "Summary for Subcatchment 10S: BY-PASS POROUS", "reading_order": 0, "level": 1 }, { "page": 149, "type": "TEXT", "location": { "l": 52.8, "t": 660.24, "r": 464.4, "b": 634.08 }, "text": "Runoff = 0.00 cfs @ 20.00 hrs, Volume= 0.000 af, Depth> 0.00\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 1 }, { "page": 149, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 2 }, { "page": 149, "type": "TABLE", "location": { "l": 52.8, "t": 588.72, "r": 559.44, "b": 498.24 }, "text": "
Area (ac)CNDescription
0.06039>75% Grass cover, Good, HSG A
0.060100.00% Pervious Area
Tc (min)Length (feet)Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)
2.0Direct Entry,
", "rows": [ { "row_index": 0, "location": [ 52.8, 570.624, 559.44, 588.72 ], "cells": [ { "location": [ 52.8, 570.624, 221.68, 588.72 ], "text": "Area (ac)", "html_text": "Area (ac)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.68, 570.624, 390.56, 588.72 ], "text": "CN", "html_text": "CN", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.56, 570.624, 559.44, 588.72 ], "text": "Description", "html_text": "Description", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 52.8, 552.528, 559.44, 570.624 ], "cells": [ { "location": [ 52.8, 552.528, 221.68, 570.624 ], "text": "0.060", "html_text": "0.060", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.68, 552.528, 390.56, 570.624 ], "text": "39", "html_text": "39", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.56, 552.528, 559.44, 570.624 ], "text": ">75% Grass cover, Good, HSG A", "html_text": ">75% Grass cover, Good, HSG A", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.8, 534.432, 559.44, 552.528 ], "cells": [ { "location": [ 52.8, 534.432, 221.68, 552.528 ], "text": "0.060", "html_text": "0.060", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.68, 534.432, 559.44, 552.528 ], "text": "100.00% Pervious Area", "html_text": "100.00% Pervious Area", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.8, 516.336, 559.44, 534.432 ], "cells": [ { "location": [ 52.8, 516.336, 221.68, 534.432 ], "text": "Tc (min)", "html_text": "Tc (min)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.68, 516.336, 390.56, 534.432 ], "text": "Length (feet)", "html_text": "Length (feet)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 390.56, 516.336, 559.44, 534.432 ], "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "html_text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.8, 498.24, 559.44, 516.336 ], "cells": [ { "location": [ 52.8, 498.24, 221.68, 516.336 ], "text": "2.0", "html_text": "2.0", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.68, 498.24, 559.44, 516.336 ], "text": "Direct Entry,", "html_text": "Direct Entry,", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 3, "ref": "#/tables/0", "reading_order": 3 }, { "page": 149, "type": "TEXT", "location": { "l": 190.32, "t": 486.72, "r": 426.96, "b": 471.84 }, "text": "Subcatchment 10S: BY-PASS POROUS", "reading_order": 4 }, { "page": 149, "type": "FIGURE", "location": { "l": 63.84, "t": 462.48, "r": 550.08, "b": 199.92 }, "text": "", "reading_order": 5 }, { "page": 149, "type": "TEXT", "location": { "l": 254.4, "t": 466.08, "r": 306.48, "b": 454.56 }, "text": "Hydrograph", "reading_order": 6 } ] }, { "page": 150, "items": [ { "page": 150, "type": "TITLE", "location": { "l": 140.16, "t": 687.36, "r": 481.44, "b": 672.72 }, "text": "Summary for Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 150, "type": "TEXT", "location": { "l": 53.76, "t": 660, "r": 307.44, "b": 634.56 }, "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume=\nRouted to Reach 10 : COMPOSITE\n0.017 af, Depth> 2.92\"", "reading_order": 1 }, { "page": 150, "type": "TEXT", "location": { "l": 345.12, "t": 659.76, "r": 463.44, "b": 646.8 }, "text": "0.017 af, Depth> 2.92\"", "reading_order": 2 }, { "page": 150, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2 YEAR Rainfall=3.42\"", "reading_order": 3 }, { "page": 150, "type": "TEXT", "location": { "l": 52.8, "t": 588.24, "r": 559.44, "b": 570.144 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 150, "type": "TEXT", "location": { "l": 52.8, "t": 570.144, "r": 559.44, "b": 552.048 }, "text": "0.070 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 150, "type": "TEXT", "location": { "l": 52.8, "t": 552.048, "r": 559.44, "b": 533.952 }, "text": "0.070 100.00% Impervious Area", "reading_order": 6 }, { "page": 150, "type": "TEXT", "location": { "l": 52.8, "t": 533.952, "r": 559.44, "b": 515.856 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)", "reading_order": 7 }, { "page": 150, "type": "TEXT", "location": { "l": 52.8, "t": 515.856, "r": 559.44, "b": 497.76 }, "text": "Direct Entry,", "reading_order": 8 }, { "page": 150, "type": "TEXT", "location": { "l": 178.32, "t": 486.96, "r": 439.68, "b": 471.84 }, "text": "Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 9 }, { "page": 150, "type": "FIGURE", "location": { "l": 61.68, "t": 466.56, "r": 554.88, "b": 199.2 }, "text": "", "reading_order": 10 } ] }, { "page": 151, "items": [ { "page": 151, "type": "TITLE", "location": { "l": 198, "t": 687.6, "r": 420, "b": 672.48 }, "text": "Summary for Reach 10: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 151, "type": "TEXT", "location": { "l": 52.08, "t": 660.24, "r": 517.68, "b": 622.8 }, "text": "Inflow Area = 2.120 ac, 71.70% Impervious, Inflow Depth > 2.05\" for 2 YEAR event\nInflow = 2.25 cfs @ 12.18 hrs, Volume= 0.362 af\nOutflow = 2.25 cfs @ 12.18 hrs, Volume= 0.362 af, Atten=0%, Lag=0.0 min", "reading_order": 1 }, { "page": 151, "type": "TEXT", "location": { "l": 52.08, "t": 612.48, "r": 421.2, "b": 598.56 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 2 }, { "page": 151, "type": "TEXT", "location": { "l": 236.4, "t": 587.28, "r": 378.72, "b": 572.4 }, "text": "Reach 10: COMPOSITE", "reading_order": 3 }, { "page": 151, "type": "FIGURE", "location": { "l": 60.48, "t": 571.44, "r": 553.2, "b": 298.08 }, "text": "", "reading_order": 4 } ] }, { "page": 152, "items": [ { "page": 152, "type": "TITLE", "location": { "l": 162.24, "t": 687.84, "r": 457.44, "b": 672.96 }, "text": "Summary for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 152, "type": "TABLE", "location": { "l": 52.08, "t": 664.08, "r": 536.16, "b": 508.32 }, "text": "
Inflow Area =1.070 ac, 67.29% Impervious, Inflow Depth > 1.96" for 2 YEAR event
Inflow =1.36 cfs @ 12.22 hrs, Volume= 0.175 af
Outflow =0.87 cfs @ 12.51 hrs, Volume= 0.171 af, Atten= 36%, Lag= 16.9 min
Discarded =0.00 cfs @ 5.00 hrs, Volume= 0.000 af
Primary =0.87 cfs @ 12.51 hrs, Volume= 0.171 af
Routed to Reach 10 : COMPOSITE
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 111.50' Surf.Area= 2,825 sf Storage= 3,544 cf\nPeak Elev= 111.97' @ 12.51 hrs Surf.Area= 3,177 sf Storage= 4,951 cf (1,408 cf above start)
Plug-Flow detention time= 220.0 min calculated for 0.089 af (51% of inflow)\nCenter-of-Mass det. time= 28.4 min (777.9 - 749.5 )
", "rows": [ { "row_index": 0, "location": [ 52.08, 644.61, 536.16, 664.08 ], "cells": [ { "location": [ 52.08, 644.61, 294.12, 664.08 ], "text": "Inflow Area =", "html_text": "Inflow Area =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.12, 644.61, 536.16, 664.08 ], "text": "1.070 ac, 67.29% Impervious, Inflow Depth > 1.96\" for 2 YEAR event", "html_text": "1.070 ac, 67.29% Impervious, Inflow Depth > 1.96\" for 2 YEAR event", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 52.08, 625.14, 536.16, 644.61 ], "cells": [ { "location": [ 52.08, 625.14, 294.12, 644.61 ], "text": "Inflow =", "html_text": "Inflow =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.12, 625.14, 536.16, 644.61 ], "text": "1.36 cfs @ 12.22 hrs, Volume= 0.175 af", "html_text": "1.36 cfs @ 12.22 hrs, Volume= 0.175 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.08, 605.67, 536.16, 625.14 ], "cells": [ { "location": [ 52.08, 605.67, 294.12, 625.14 ], "text": "Outflow =", "html_text": "Outflow =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.12, 605.67, 536.16, 625.14 ], "text": "0.87 cfs @ 12.51 hrs, Volume= 0.171 af, Atten= 36%, Lag= 16.9 min", "html_text": "0.87 cfs @ 12.51 hrs, Volume= 0.171 af, Atten= 36%, Lag= 16.9 min", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.08, 586.2, 536.16, 605.67 ], "cells": [ { "location": [ 52.08, 586.2, 294.12, 605.67 ], "text": "Discarded =", "html_text": "Discarded =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.12, 586.2, 536.16, 605.67 ], "text": "0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "html_text": "0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.08, 566.73, 536.16, 586.2 ], "cells": [ { "location": [ 52.08, 566.73, 294.12, 586.2 ], "text": "Primary =", "html_text": "Primary =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 294.12, 566.73, 536.16, 586.2 ], "text": "0.87 cfs @ 12.51 hrs, Volume= 0.171 af", "html_text": "0.87 cfs @ 12.51 hrs, Volume= 0.171 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 52.08, 547.26, 536.16, 566.73 ], "cells": [ { "location": [ 52.08, 547.26, 536.16, 566.73 ], "text": "Routed to Reach 10 : COMPOSITE", "html_text": "Routed to Reach 10 : COMPOSITE", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 52.08, 527.79, 536.16, 547.26 ], "cells": [ { "location": [ 52.08, 527.79, 536.16, 547.26 ], "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 111.50' Surf.Area= 2,825 sf Storage= 3,544 cf\nPeak Elev= 111.97' @ 12.51 hrs Surf.Area= 3,177 sf Storage= 4,951 cf (1,408 cf above start)", "html_text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 111.50' Surf.Area= 2,825 sf Storage= 3,544 cf\nPeak Elev= 111.97' @ 12.51 hrs Surf.Area= 3,177 sf Storage= 4,951 cf (1,408 cf above start)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 7, "location": [ 52.08, 508.32, 536.16, 527.79 ], "cells": [ { "location": [ 52.08, 508.32, 536.16, 527.79 ], "text": "Plug-Flow detention time= 220.0 min calculated for 0.089 af (51% of inflow)\nCenter-of-Mass det. time= 28.4 min (777.9 - 749.5 )", "html_text": "Plug-Flow detention time= 220.0 min calculated for 0.089 af (51% of inflow)\nCenter-of-Mass det. time= 28.4 min (777.9 - 749.5 )", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 8, "n_cols": 2, "ref": "#/tables/0", "reading_order": 1 }, { "page": 152, "type": "TEXT", "location": { "l": 52.08, "t": 517.2, "r": 306.72, "b": 503.52 }, "text": "Center-of-Mass det. time= 28.4 min (777.9 - 749.5)", "reading_order": 2 }, { "page": 152, "type": "TABLE", "location": { "l": 50.4, "t": 493.44, "r": 559.68, "b": 248.16 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1110.00'12,950 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
110.002,00000
111.002,4502,2252,225
112.003,2002,8255,050
113.004,0003,6008,650
114.004,6004,30012,950
DeviceRoutingInvertOutlet Devices
#1Discarded110.00'1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 106.00'
#2Primary111.50'12.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
#3Primary113.00'24.0" x 48.0" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)
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"location": [ 355.968, 455.7046, 457.824, 474.5723 ], "text": "Custom Stage Data (Prismatic)", "html_text": "Custom Stage Data (Prismatic)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 457.824, 455.7046, 559.68, 474.5723 ], "text": "Listed below (Recalc)", "html_text": "Listed below (Recalc)", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 50.4, 436.8369, 559.68, 455.7046 ], "cells": [ { "location": [ 50.4, 436.8369, 152.256, 455.7046 ], "text": "Elevation\n(feet)", "html_text": "Elevation\n(feet)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 436.8369, 254.112, 455.7046 ], "text": "Surf.Area\n(sq-ft)", "html_text": "Surf.Area\n(sq-ft)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 436.8369, 355.968, 455.7046 ], "text": "Inc.Store\n(cubic-feet)", "html_text": "Inc.Store\n(cubic-feet)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 436.8369, 559.68, 455.7046 ], "text": "Cum.Store\n(cubic-feet)", "html_text": "Cum.Store\n(cubic-feet)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 50.4, 417.9692, 559.68, 436.8369 ], "cells": [ { "location": [ 50.4, 417.9692, 152.256, 436.8369 ], "text": "110.00", "html_text": "110.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 417.9692, 254.112, 436.8369 ], "text": "2,000", "html_text": "2,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 417.9692, 355.968, 436.8369 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 417.9692, 559.68, 436.8369 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 50.4, 399.1015, 559.68, 417.9692 ], "cells": [ { "location": [ 50.4, 399.1015, 152.256, 417.9692 ], "text": "111.00", "html_text": "111.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 399.1015, 254.112, 417.9692 ], "text": "2,450", "html_text": "2,450", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 399.1015, 355.968, 417.9692 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 399.1015, 559.68, 417.9692 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 50.4, 380.2338, 559.68, 399.1015 ], "cells": [ { "location": [ 50.4, 380.2338, 152.256, 399.1015 ], "text": "112.00", "html_text": "112.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 380.2338, 254.112, 399.1015 ], "text": "3,200", "html_text": "3,200", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 380.2338, 355.968, 399.1015 ], "text": "2,825", "html_text": "2,825", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 380.2338, 559.68, 399.1015 ], "text": "5,050", "html_text": "5,050", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 50.4, 361.3662, 559.68, 380.2338 ], "cells": [ { "location": [ 50.4, 361.3662, 152.256, 380.2338 ], "text": "113.00", "html_text": "113.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 361.3662, 254.112, 380.2338 ], "text": "4,000", "html_text": "4,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 361.3662, 355.968, 380.2338 ], "text": "3,600", "html_text": "3,600", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 361.3662, 559.68, 380.2338 ], "text": "8,650", "html_text": "8,650", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 7, "location": [ 50.4, 342.4985, 559.68, 361.3662 ], "cells": [ { "location": [ 50.4, 342.4985, 152.256, 361.3662 ], "text": "114.00", "html_text": "114.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 342.4985, 254.112, 361.3662 ], "text": "4,600", "html_text": "4,600", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 342.4985, 355.968, 361.3662 ], "text": "4,300", "html_text": "4,300", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 342.4985, 559.68, 361.3662 ], "text": "12,950", "html_text": "12,950", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 8, "location": [ 50.4, 323.6308, 559.68, 342.4985 ], "cells": [ { "location": [ 50.4, 323.6308, 152.256, 342.4985 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 323.6308, 254.112, 342.4985 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 323.6308, 355.968, 342.4985 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 323.6308, 559.68, 342.4985 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 9, "location": [ 50.4, 304.7631, 559.68, 323.6308 ], "cells": [ { "location": [ 50.4, 304.7631, 152.256, 323.6308 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 304.7631, 254.112, 323.6308 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 304.7631, 355.968, 323.6308 ], "text": "110.00'", "html_text": "110.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 304.7631, 559.68, 323.6308 ], "text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 106.00'", "html_text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 106.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 10, "location": [ 50.4, 285.8954, 559.68, 304.7631 ], "cells": [ { "location": [ 50.4, 285.8954, 152.256, 304.7631 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 285.8954, 254.112, 304.7631 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 285.8954, 355.968, 304.7631 ], "text": "111.50'", "html_text": "111.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 285.8954, 559.68, 304.7631 ], "text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 11, "location": [ 50.4, 267.0277, 559.68, 285.8954 ], "cells": [ { "location": [ 50.4, 267.0277, 152.256, 285.8954 ], "text": "#3", "html_text": "#3", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.256, 267.0277, 254.112, 285.8954 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.112, 267.0277, 355.968, 285.8954 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 355.968, 267.0277, 559.68, 285.8954 ], "text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 12, "location": [ 50.4, 248.16, 559.68, 267.0277 ], "cells": [ { "location": [ 50.4, 248.16, 559.68, 267.0277 ], "text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)", "html_text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 5, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 13, "n_cols": 5, "ref": "#/tables/1", "reading_order": 3 }, { "page": 152, "type": "TEXT", "location": { "l": 50.64, "t": 262.08, "r": 433.44, "b": 236.16 }, "text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=1111.50' (Free Discharge)\n1=Exfiltration (Controls 0.00 cfs)", "reading_order": 4 }, { "page": 152, "type": "TEXT", "location": { "l": 52.08, "t": 226.8, "r": 426.96, "b": 190.08 }, "text": "Primary OutFlow Max=0.87 cfs @ 12.51 hrs HW=111.97' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 0.87 cfs @ 2.61 fps)\n3=Orifice/Grate (Controls 0.00 cfs)", "reading_order": 5 } ] }, { "page": 153, "items": [ { "page": 153, "type": "TEXT", "location": { "l": 201.6, "t": 687.84, "r": 415.68, "b": 673.2 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 153, "type": "FIGURE", "location": { "l": 62.16, "t": 670.56, "r": 552, "b": 399.36 }, "text": "", "reading_order": 1 } ] }, { "page": 154, "items": [ { "page": 154, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 455.76, "b": 672.96 }, "text": "Summary for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 664.8, "r": 536.4, "b": 648.64 }, "text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 1.71\" for 2 YEAR event", "reading_order": 1 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 648.64, "r": 536.4, "b": 632.48 }, "text": "Outflow = 0.93 cfs @ 12.08 hrs, Volume= 0.066 af", "reading_order": 2 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 632.48, "r": 536.4, "b": 616.32 }, "text": "Discarded = 0.44 cfs @ 12.18 hrs, Volume= 0.064 af, Atten= 53%, Lag= 5.8 min", "reading_order": 3 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 616.32, "r": 536.4, "b": 600.16 }, "text": "Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "reading_order": 4 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 600.16, "r": 536.4, "b": 584 }, "text": "Routed to Reach 10 : COMPOSITE", "reading_order": 5 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 584, "r": 536.4, "b": 567.84 }, "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 6 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 567.84, "r": 536.4, "b": 551.68 }, "text": "Starting Elev= 109.00' Surf.Area= 0.064 ac Storage= 0.052 af", "reading_order": 7 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 551.68, "r": 536.4, "b": 535.52 }, "text": "Peak Elev= 109.35' @ 12.18 hrs Surf.Area= 0.064 ac Storage= 0.068 af (0.016 af above start)", "reading_order": 8 }, { "page": 154, "type": "TEXT", "location": { "l": 55.44, "t": 535.52, "r": 536.4, "b": 519.36 }, "text": "Plug-Flow detention time= 491.1 min calculated for 0.011 af (17% of inflow)", "reading_order": 9 }, { "page": 154, "type": "TEXT", "location": { "l": 51.6, "t": 529.44, "r": 413.04, "b": 503.28 }, "text": "Plug-Flow detention time= 491.1 min calculated for 0.011 af (17% of inflow) Center-of-Mass det. time= 34.4 min (770.5 - 736.1)", "reading_order": 10 }, { "page": 154, "type": "TABLE", "location": { "l": 52.32, "t": 494.4, "r": 556.56, "b": 392.64 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A107.50'0.048 af41.95'W x 66.33'L x 3.00'H Field A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids
#2A107.83'0.057 afADS N-12 24" x 36 Inside #1\nInside= 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside
", "rows": [ { "row_index": 0, "location": [ 52.32, 460.48, 556.56, 494.4 ], "cells": [ { "location": [ 52.32, 460.48, 178.38, 494.4 ], "text": "Volume", "html_text": "Volume", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 460.48, 304.44, 494.4 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 460.48, 430.5, 494.4 ], "text": "Avail.Storage", "html_text": "Avail.Storage", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 460.48, 556.56, 494.4 ], "text": "Storage Description", "html_text": "Storage Description", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.32, 426.56, 556.56, 460.48 ], "cells": [ { "location": [ 52.32, 426.56, 178.38, 460.48 ], "text": "#1A", "html_text": "#1A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 426.56, 304.44, 460.48 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 426.56, 430.5, 460.48 ], "text": "0.048 af", "html_text": "0.048 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 426.56, 556.56, 460.48 ], "text": "41.95'W x 66.33'L x 3.00'H Field A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "html_text": "41.95'W x 66.33'L x 3.00'H Field A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 52.32, 392.64, 556.56, 426.56 ], "cells": [ { "location": [ 52.32, 392.64, 178.38, 426.56 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 392.64, 304.44, 426.56 ], "text": "107.83'", "html_text": "107.83'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 392.64, 430.5, 426.56 ], "text": "0.057 af", "html_text": "0.057 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 392.64, 556.56, 426.56 ], "text": "ADS N-12 24\" x 36 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "html_text": "ADS N-12 24\" x 36 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 11 }, { "page": 154, "type": "TEXT", "location": { "l": 190.8, "t": 394.08, "r": 357.36, "b": 381.12 }, "text": "0.105 af Total Available Storage", "reading_order": 12 }, { "page": 154, "type": "TITLE", "location": { "l": 66.96, "t": 370.56, "r": 295.44, "b": 356.88 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 13, "level": 4 }, { "page": 154, "type": "TABLE", "location": { "l": 49.2, "t": 347.04, "r": 558.24, "b": 209.52 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded107.50'1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 105.00'
#2Primary109.00'8.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.00 cfs @ 5.00 hrsHW=109.00' (Free Discharge)
1=Exfiltration ( Controls 0.00 cfs)
Primary OutFlowMax=0.44 cfs @ 12.18 hrsHW=109.35' (Free Discharge)
2=Orifice/Grate (Orifice Controls 0.44 cfs @ 1.96 fps)
", "rows": [ { "row_index": 0, "location": [ 49.2, 327.3943, 558.24, 347.04 ], "cells": [ { "location": [ 49.2, 327.3943, 176.46, 347.04 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 327.3943, 303.72, 347.04 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.72, 327.3943, 430.98, 347.04 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 430.98, 327.3943, 558.24, 347.04 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 1, "location": [ 49.2, 307.7486, 558.24, 327.3943 ], "cells": [ { "location": [ 49.2, 307.7486, 176.46, 327.3943 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 307.7486, 303.72, 327.3943 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.72, 307.7486, 430.98, 327.3943 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 430.98, 307.7486, 558.24, 327.3943 ], "text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 105.00'", "html_text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 105.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 2, "location": [ 49.2, 288.1029, 558.24, 307.7486 ], "cells": [ { "location": [ 49.2, 288.1029, 176.46, 307.7486 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 288.1029, 303.72, 307.7486 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.72, 288.1029, 430.98, 307.7486 ], "text": "109.00'", "html_text": "109.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 430.98, 288.1029, 558.24, 307.7486 ], "text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 49.2, 268.4571, 558.24, 288.1029 ], "cells": [ { "location": [ 49.2, 268.4571, 303.72, 288.1029 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.72, 268.4571, 430.98, 288.1029 ], "text": "Max=0.00 cfs @ 5.00 hrs", "html_text": "Max=0.00 cfs @ 5.00 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 430.98, 268.4571, 558.24, 288.1029 ], "text": "HW=109.00' (Free Discharge)", "html_text": "HW=109.00' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 4, "location": [ 49.2, 248.8114, 558.24, 268.4571 ], "cells": [ { "location": [ 49.2, 248.8114, 558.24, 268.4571 ], "text": "1=Exfiltration ( Controls 0.00 cfs)", "html_text": "1=Exfiltration ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 5, "location": [ 49.2, 229.1657, 558.24, 248.8114 ], "cells": [ { "location": [ 49.2, 229.1657, 303.72, 248.8114 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.72, 229.1657, 430.98, 248.8114 ], "text": "Max=0.44 cfs @ 12.18 hrs", "html_text": "Max=0.44 cfs @ 12.18 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 430.98, 229.1657, 558.24, 248.8114 ], "text": "HW=109.35' (Free Discharge)", "html_text": "HW=109.35' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 6, "location": [ 49.2, 209.52, 558.24, 229.1657 ], "cells": [ { "location": [ 49.2, 209.52, 558.24, 229.1657 ], "text": "2=Orifice/Grate (Orifice Controls 0.44 cfs @ 1.96 fps)", "html_text": "2=Orifice/Grate (Orifice Controls 0.44 cfs @ 1.96 fps)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/2", "reading_order": 14 } ] }, { "page": 155, "items": [ { "page": 155, "type": "TITLE", "location": { "l": 126.24, "t": 687.6, "r": 494.16, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 155, "type": "TEXT", "location": { "l": 49.68, "t": 661.2, "r": 543.6, "b": 406.32 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'", "reading_order": 1 }, { "page": 155, "type": "TEXT", "location": { "l": 52.32, "t": 400.8, "r": 127.68, "b": 360.48 }, "text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone", "reading_order": 2 }, { "page": 155, "type": "FIGURE", "location": { "l": 223.68, "t": 346.56, "r": 387.84, "b": 93.6 }, "text": "", "reading_order": 3 } ] }, { "page": 156, "items": [ { "page": 156, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 156, "type": "FIGURE", "location": { "l": 62.64, "t": 673.92, "r": 552.24, "b": 399.6 }, "text": "", "reading_order": 1 } ] }, { "page": 157, "items": [ { "page": 157, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 455.76, "b": 672.96 }, "text": "Summary for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 157, "type": "TABLE", "location": { "l": 52.8, "t": 661.44, "r": 524.16, "b": 588.72 }, "text": "
Inflow Area =0.460 ac,100.00% Impervious, Inflow Depth > 2.92" for 2 YEAR event
Inflow =1.48 cfs @ 12.10 hrs, Volume= 0.112 af
Outflow =1.09 cfs @ 12.16 hrs, Volume= 0.110 af, Atten= 27%, Lag= 4.0 min
Discarded =0.00 cfs @ 5.00 hrs, Volume= 0.000 af
Primary =1.09 cfs @ 12.16 hrs, Volume= 0.110 af
Routed to Reach 10 : COMPOSITE
", "rows": [ { "row_index": 0, "location": [ 52.8, 649.32, 524.16, 661.44 ], "cells": [ { "location": [ 52.8, 649.32, 288.48, 661.44 ], "text": "Inflow Area =", "html_text": "Inflow Area =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 288.48, 649.32, 524.16, 661.44 ], "text": "0.460 ac,100.00% Impervious, Inflow Depth > 2.92\" for 2 YEAR event", "html_text": "0.460 ac,100.00% Impervious, Inflow Depth > 2.92\" for 2 YEAR event", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 52.8, 637.2, 524.16, 649.32 ], "cells": [ { "location": [ 52.8, 637.2, 288.48, 649.32 ], "text": "Inflow =", "html_text": "Inflow =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 288.48, 637.2, 524.16, 649.32 ], "text": "1.48 cfs @ 12.10 hrs, Volume= 0.112 af", "html_text": "1.48 cfs @ 12.10 hrs, Volume= 0.112 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 52.8, 625.08, 524.16, 637.2 ], "cells": [ { "location": [ 52.8, 625.08, 288.48, 637.2 ], "text": "Outflow =", "html_text": "Outflow =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 288.48, 625.08, 524.16, 637.2 ], "text": "1.09 cfs @ 12.16 hrs, Volume= 0.110 af, Atten= 27%, Lag= 4.0 min", "html_text": "1.09 cfs @ 12.16 hrs, Volume= 0.110 af, Atten= 27%, Lag= 4.0 min", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 52.8, 612.96, 524.16, 625.08 ], "cells": [ { "location": [ 52.8, 612.96, 288.48, 625.08 ], "text": "Discarded =", "html_text": "Discarded =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 288.48, 612.96, 524.16, 625.08 ], "text": "0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "html_text": "0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 52.8, 600.84, 524.16, 612.96 ], "cells": [ { "location": [ 52.8, 600.84, 288.48, 612.96 ], "text": "Primary =", "html_text": "Primary =", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 288.48, 600.84, 524.16, 612.96 ], "text": "1.09 cfs @ 12.16 hrs, Volume= 0.110 af", "html_text": "1.09 cfs @ 12.16 hrs, Volume= 0.110 af", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 52.8, 588.72, 524.16, 600.84 ], "cells": [ { "location": [ 52.8, 588.72, 524.16, 600.84 ], "text": "Routed to Reach 10 : COMPOSITE", "html_text": "Routed to Reach 10 : COMPOSITE", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 6, "n_cols": 2, "ref": "#/tables/0", "reading_order": 1 }, { "page": 157, "type": "TEXT", "location": { "l": 52.32, "t": 576.72, "r": 522, "b": 539.04 }, "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 113.00' Surf.Area= 0.085 ac Storage= 0.111 af\nPeak Elev= 113.49' @ 12.16 hrs Surf.Area= 0.085 ac Storage= 0.129 af (0.018 af above start)", "reading_order": 2 }, { "page": 157, "type": "TEXT", "location": { "l": 51.6, "t": 529.2, "r": 405.84, "b": 503.28 }, "text": "Plug-Flow detention time = (not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time = 22.4 min (759.6 - 737.2)", "reading_order": 3 }, { "page": 157, "type": "TABLE", "location": { "l": 52.32, "t": 494.4, "r": 556.56, "b": 392.4 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A110.80'0.063 af55.75'W x 66.33'L x 3.00'H Field A
0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids
#2A111.13'0.076 afADS N-12 24" x 48 Inside #1\nInside = 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside
", "rows": [ { "row_index": 0, "location": [ 52.32, 468.9, 556.56, 494.4 ], "cells": [ { "location": [ 52.32, 468.9, 178.38, 494.4 ], "text": "Volume", "html_text": "Volume", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 468.9, 304.44, 494.4 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 468.9, 430.5, 494.4 ], "text": "Avail.Storage", "html_text": "Avail.Storage", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 468.9, 556.56, 494.4 ], "text": "Storage Description", "html_text": "Storage Description", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.32, 417.9, 556.56, 468.9 ], "cells": [ { "location": [ 52.32, 417.9, 178.38, 468.9 ], "text": "#1A", "html_text": "#1A", "links": [], "cell_header_index": 0, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 417.9, 304.44, 468.9 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 1, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 417.9, 430.5, 468.9 ], "text": "0.063 af", "html_text": "0.063 af", "links": [], "cell_header_index": 2, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 443.4, 556.56, 468.9 ], "text": "55.75'W x 66.33'L x 3.00'H Field A", "html_text": "55.75'W x 66.33'L x 3.00'H Field A", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 430.5, 417.9, 556.56, 443.4 ], "cells": [ { "location": [ 430.5, 417.9, 556.56, 443.4 ], "text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "html_text": "0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 52.32, 392.4, 556.56, 417.9 ], "cells": [ { "location": [ 52.32, 392.4, 178.38, 417.9 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 392.4, 304.44, 417.9 ], "text": "111.13'", "html_text": "111.13'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 392.4, 430.5, 417.9 ], "text": "0.076 af", "html_text": "0.076 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 392.4, 556.56, 417.9 ], "text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "html_text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 4, "n_cols": 4, "ref": "#/tables/1", "reading_order": 4 }, { "page": 157, "type": "TEXT", "location": { "l": 190.56, "t": 394.32, "r": 357.6, "b": 381.12 }, "text": "0.139 af Total Available Storage", "reading_order": 5 }, { "page": 157, "type": "TITLE", "location": { "l": 66.96, "t": 370.56, "r": 295.44, "b": 356.88 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 6, "level": 4 }, { "page": 157, "type": "TABLE", "location": { "l": 48.96, "t": 347.04, "r": 558.96, "b": 209.04 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.80'1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 108.00'
#2Primary113.00'12.0" W x 6.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.00 cfs @ 5.00 hrsHW=113.00' (Free Discharge)
1=Exfiltration ( Controls 0.00 cfs)
Primary OutFlowMax=1.07 cfs @ 12.16 hrsHW=113.48' (Free Discharge)
2=Orifice/Grate (Orifice Controls 1.07 cfs @ 2.23 fps)
", "rows": [ { "row_index": 0, "location": [ 48.96, 327.3257, 558.96, 347.04 ], "cells": [ { "location": [ 48.96, 327.3257, 176.46, 347.04 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 327.3257, 303.96, 347.04 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 327.3257, 431.46, 347.04 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 327.3257, 558.96, 347.04 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 1, "location": [ 48.96, 307.6114, 558.96, 327.3257 ], "cells": [ { "location": [ 48.96, 307.6114, 176.46, 327.3257 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 307.6114, 303.96, 327.3257 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 307.6114, 431.46, 327.3257 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 307.6114, 558.96, 327.3257 ], "text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 108.00'", "html_text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 108.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 2, "location": [ 48.96, 287.8971, 558.96, 307.6114 ], "cells": [ { "location": [ 48.96, 287.8971, 176.46, 307.6114 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 287.8971, 303.96, 307.6114 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 287.8971, 431.46, 307.6114 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 287.8971, 558.96, 307.6114 ], "text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 48.96, 268.1829, 558.96, 287.8971 ], "cells": [ { "location": [ 48.96, 268.1829, 303.96, 287.8971 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 268.1829, 431.46, 287.8971 ], "text": "Max=0.00 cfs @ 5.00 hrs", "html_text": "Max=0.00 cfs @ 5.00 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 268.1829, 558.96, 287.8971 ], "text": "HW=113.00' (Free Discharge)", "html_text": "HW=113.00' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 4, "location": [ 48.96, 248.4686, 558.96, 268.1829 ], "cells": [ { "location": [ 48.96, 248.4686, 558.96, 268.1829 ], "text": "1=Exfiltration ( Controls 0.00 cfs)", "html_text": "1=Exfiltration ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 5, "location": [ 48.96, 228.7543, 558.96, 248.4686 ], "cells": [ { "location": [ 48.96, 228.7543, 303.96, 248.4686 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 228.7543, 431.46, 248.4686 ], "text": "Max=1.07 cfs @ 12.16 hrs", "html_text": "Max=1.07 cfs @ 12.16 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 228.7543, 558.96, 248.4686 ], "text": "HW=113.48' (Free Discharge)", "html_text": "HW=113.48' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 6, "location": [ 48.96, 209.04, 558.96, 228.7543 ], "cells": [ { "location": [ 48.96, 209.04, 558.96, 228.7543 ], "text": "2=Orifice/Grate (Orifice Controls 1.07 cfs @ 2.23 fps)", "html_text": "2=Orifice/Grate (Orifice Controls 1.07 cfs @ 2.23 fps)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/2", "reading_order": 7 } ] }, { "page": 158, "items": [ { "page": 158, "type": "TITLE", "location": { "l": 126.48, "t": 687.6, "r": 494.4, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 158, "type": "TEXT", "location": { "l": 49.68, "t": 661.92, "r": 544.56, "b": 405.6 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'", "reading_order": 1 }, { "page": 158, "type": "TEXT", "location": { "l": 51.84, "t": 400.56, "r": 127.68, "b": 360.48 }, "text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone", "reading_order": 2 }, { "page": 158, "type": "FIGURE", "location": { "l": 197.04, "t": 348.72, "r": 414.48, "b": 93.12 }, "text": "", "reading_order": 3 } ] }, { "page": 159, "items": [ { "page": 159, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 159, "type": "FIGURE", "location": { "l": 60.72, "t": 671.28, "r": 552, "b": 399.36 }, "text": "", "reading_order": 1 } ] }, { "page": 160, "items": [ { "page": 160, "type": "TEXT", "location": { "l": 120.48, "t": 687.36, "r": 490.32, "b": 651.12 }, "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method", "reading_order": 0 }, { "page": 160, "type": "TEXT", "location": { "l": 51.6, "t": 639.84, "r": 196.56, "b": 627.6 }, "text": "Subcatchment1S: POROUS", "reading_order": 1 }, { "page": 160, "type": "TEXT", "location": { "l": 257.76, "t": 640.08, "r": 560.16, "b": 616.32 }, "text": "Subcatchment1S: POROUS\nRunoff Area=0.350 ac 0.00% Impervious Runoff Depth>0.21\"\nFlow Length=310' Tc=12.9 min CN=39 Runoff=0.02 cfs 0.006 af", "reading_order": 2 }, { "page": 160, "type": "TEXT", "location": { "l": 51.6, "t": 604.08, "r": 216.96, "b": 592.08 }, "text": "Subcatchment2S: IMPERVIOUS", "reading_order": 3 }, { "page": 160, "type": "TEXT", "location": { "l": 259.68, "t": 605.04, "r": 559.68, "b": 581.04 }, "text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>4.66\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=2.16 cfs 0.280 af", "reading_order": 4 }, { "page": 160, "type": "TEXT", "location": { "l": 52.56, "t": 568.8, "r": 559.92, "b": 546 }, "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=1.48 cfs 0.105 af", "reading_order": 5 }, { "page": 160, "type": "TEXT", "location": { "l": 48.48, "t": 534.24, "r": 561.12, "b": 520.56 }, "text": "Runoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.22\"", "reading_order": 6 }, { "page": 160, "type": "TEXT", "location": { "l": 51.6, "t": 532.56, "r": 196.32, "b": 520.8 }, "text": "Subcatchment6S: POROUS", "reading_order": 7 }, { "page": 160, "type": "TEXT", "location": { "l": 256.8, "t": 521.04, "r": 560.16, "b": 509.28 }, "text": "Flow Length=250' Tc=12.4 min CN=39 Runoff=0.01 cfs 0.003 af", "reading_order": 8 }, { "page": 160, "type": "TEXT", "location": { "l": 52.56, "t": 497.28, "r": 560.4, "b": 473.76 }, "text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=2.35 cfs 0.179 af", "reading_order": 9 }, { "page": 160, "type": "TEXT", "location": { "l": 52.08, "t": 462.24, "r": 559.68, "b": 440.64 }, "text": "Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.22\"\nTc=2.0 min CN=39 Runoff=0.00 cfs 0.001 af", "reading_order": 10 }, { "page": 160, "type": "TEXT", "location": { "l": 51.6, "t": 461.52, "r": 251.76, "b": 449.52 }, "text": "Subcatchment10S: BY-PASS POROUS", "reading_order": 11 }, { "page": 160, "type": "TEXT", "location": { "l": 52.32, "t": 426.48, "r": 559.44, "b": 403.2 }, "text": "Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>4.66\"\nTc=2.0 min CN=98 Runoff=0.37 cfs 0.027 af", "reading_order": 12 }, { "page": 160, "type": "TEXT", "location": { "l": 51.6, "t": 425.52, "r": 203.76, "b": 413.76 }, "text": "Subcatchment11S: BY-PASS", "reading_order": 13 }, { "page": 160, "type": "TEXT", "location": { "l": 447.12, "t": 390.96, "r": 559.92, "b": 379.44 }, "text": "Inflow=3.32 cfs 0.591 af", "reading_order": 14 }, { "page": 160, "type": "TEXT", "location": { "l": 440.64, "t": 377.76, "r": 560.16, "b": 366.96 }, "text": "Outflow=3.32 cfs 0.591 af", "reading_order": 15 }, { "page": 160, "type": "TEXT", "location": { "l": 51.6, "t": 390, "r": 172.8, "b": 378.48 }, "text": "Reach 10: COMPOSITE", "reading_order": 16 }, { "page": 160, "type": "TEXT", "location": { "l": 52.56, "t": 355.2, "r": 559.68, "b": 330.48 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 112.25' $ Storage= 5, 884 cf Inflow= $ 2.16 $ cfs 0.286 af Discarded= $ 0.00 $ cfs 0.000 af Primary= $ 1.22 $ cfs 0.281 af Outflow= $ 1.22 $ cfs 0.281 af", "reading_order": 17 }, { "page": 160, "type": "TEXT", "location": { "l": 51.36, "t": 319.44, "r": 559.44, "b": 307.44 }, "text": "Pond 8P: SSIB #2 UNDERGROUND Peak Elev=109.53' Storage=0.076 af Inflow=1.48 cfs 0.108 af", "reading_order": 18 }, { "page": 160, "type": "TEXT", "location": { "l": 182.4, "t": 306.72, "r": 559.44, "b": 295.68 }, "text": "Discarded=0.00 cfs 0.000 af Primary=0.64 cfs 0.106 af Outflow=0.64 cfs 0.106 af", "reading_order": 19 }, { "page": 160, "type": "TEXT", "location": { "l": 52.8, "t": 283.92, "r": 559.44, "b": 259.92 }, "text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=113.70' Storage=0.136 af Inflow=2.35 cfs 0.179 af Discarded=0.00 cfs 0.000 af Primary=1.59 cfs 0.176 af Outflow=1.59 cfs 0.176 af", "reading_order": 20 }, { "page": 160, "type": "TEXT", "location": { "l": 122.64, "t": 247.68, "r": 568.56, "b": 223.92 }, "text": "Total Runoff Area = 2.120 ac Runoff Volume = 0.601 af Average Runoff Depth = 3.40\"\n28.30% Pervious = 0.600 ac 71.70% Impervious = 1.520 ac", "reading_order": 21 } ] }, { "page": 161, "items": [ { "page": 161, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 1S: POROUS", "reading_order": 0, "level": 3 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 463.68, "b": 634.32 }, "text": "Runoff = 0.02 cfs @ 13.03 hrs, Volume= 0.006 af, Depth> 0.21\"\nRouted to Pond 3P : SSIB #1 SURFACE BASIN", "reading_order": 1 }, { "page": 161, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 589.92, "r": 559.44, "b": 570.78 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 570.78, "r": 559.44, "b": 551.64 }, "text": "0.350 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 551.64, "r": 559.44, "b": 532.5 }, "text": "0.350 100.00% Pervious Area", "reading_order": 5 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 532.5, "r": 559.44, "b": 513.36 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 513.36, "r": 559.44, "b": 475.08 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 7 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 494.22, "r": 414.6171, "b": 475.08 }, "text": "0.3 50 0.0350 2.81", "reading_order": 8 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 475.08, "r": 559.44, "b": 455.94 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 161, "type": "TEXT", "location": { "l": 52.56, "t": 455.94, "r": 559.44, "b": 436.8 }, "text": "12.9 310 Total", "reading_order": 10 }, { "page": 161, "type": "TEXT", "location": { "l": 222.48, "t": 425.28, "r": 393.36, "b": 410.64 }, "text": "Subcatchment 1S: POROUS", "reading_order": 11 }, { "page": 161, "type": "FIGURE", "location": { "l": 62.64, "t": 408.72, "r": 552.24, "b": 137.28 }, "text": "", "reading_order": 12 } ] }, { "page": 162, "items": [ { "page": 162, "type": "TITLE", "location": { "l": 171.84, "t": 687.6, "r": 447.36, "b": 672.72 }, "text": "Summary for Subcatchment 2S: IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 162, "type": "TEXT", "location": { "l": 52.56, "t": 660, "r": 464.16, "b": 634.32 }, "text": "Runoff = 2.16 cfs @ 12.22 hrs, Volume= 0.280 af, Depth> 4.66\"\nRouted to Pond 3P : SSIB #1 SURFACE BASIN", "reading_order": 1 }, { "page": 162, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 589.92, "r": 559.2, "b": 570.75 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 570.75, "r": 559.2, "b": 551.58 }, "text": "0.720 98 Paved parking, HSG A", "reading_order": 4 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 551.58, "r": 559.2, "b": 532.41 }, "text": "0.720 100.00% Impervious Area", "reading_order": 5 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 532.41, "r": 559.2, "b": 513.24 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 513.24, "r": 559.2, "b": 474.9 }, "text": "11.7 100 0.0300 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\" Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps", "reading_order": 7 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 494.07, "r": 414.3771, "b": 474.9 }, "text": "0.5 50 0.0110 1.57", "reading_order": 8 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 474.9, "r": 559.2, "b": 455.73 }, "text": "0.9 160 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 162, "type": "TEXT", "location": { "l": 52.32, "t": 455.73, "r": 559.2, "b": 436.56 }, "text": "13.1 310 Total", "reading_order": 10 }, { "page": 162, "type": "TEXT", "location": { "l": 210.24, "t": 425.52, "r": 405.6, "b": 410.4 }, "text": "Subcatchment 2S: IMPERVIOUS", "reading_order": 11 }, { "page": 162, "type": "FIGURE", "location": { "l": 60.96, "t": 411.6, "r": 553.68, "b": 136.08 }, "text": "", "reading_order": 12 } ] }, { "page": 163, "items": [ { "page": 163, "type": "TITLE", "location": { "l": 171.84, "t": 687.6, "r": 447.36, "b": 672.72 }, "text": "Summary for Subcatchment 5S: IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 163, "type": "TEXT", "location": { "l": 53.28, "t": 660, "r": 306.24, "b": 634.56 }, "text": "Runoff = 1.48 cfs @ 12.08 hrs, Volume=\nRouted to Pond 8P : SSIB #2 UNDERGROUND\n0.105 af, Depth> 4.66\"", "reading_order": 1 }, { "page": 163, "type": "TEXT", "location": { "l": 344.88, "t": 659.76, "r": 463.92, "b": 646.8 }, "text": "0.105 af, Depth> 4.66\"", "reading_order": 2 }, { "page": 163, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.68, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 589.44, "r": 559.2, "b": 571.0971 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 571.0971, "r": 559.2, "b": 552.7543 }, "text": "0.270 98 Roofs, HSG A", "reading_order": 5 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 552.7543, "r": 559.2, "b": 534.4114 }, "text": "0.270 100.00% Impervious Area", "reading_order": 6 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 534.4114, "r": 559.2, "b": 516.0686 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 516.0686, "r": 559.2, "b": 497.7257 }, "text": "0.9 50 0.0100 0.94 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 497.7257, "r": 559.2, "b": 479.3829 }, "text": "0.7 130 3.00 Direct Entry, PIPE FLOW", "reading_order": 9 }, { "page": 163, "type": "TEXT", "location": { "l": 52.32, "t": 479.3829, "r": 559.2, "b": 461.04 }, "text": "1.6 180 Total", "reading_order": 10 }, { "page": 163, "type": "TEXT", "location": { "l": 210.24, "t": 449.28, "r": 405.84, "b": 434.16 }, "text": "Subcatchment 5S: IMPERVIOUS", "reading_order": 11 }, { "page": 163, "type": "FIGURE", "location": { "l": 60.48, "t": 430.56, "r": 554.16, "b": 161.04 }, "text": "", "reading_order": 12 } ] }, { "page": 164, "items": [ { "page": 164, "type": "TITLE", "location": { "l": 183.6, "t": 687.36, "r": 434.64, "b": 672.72 }, "text": "Summary for Subcatchment 6S: POROUS", "reading_order": 0, "level": 3 }, { "page": 164, "type": "TEXT", "location": { "l": 52.8, "t": 660, "r": 463.92, "b": 634.32 }, "text": "Runoff = 0.01 cfs @ 13.01 hrs, Volume= 0.003 af, Depth> 0.22\"\nRouted to Pond 8P : SSIB #2 UNDERGROUND", "reading_order": 1 }, { "page": 164, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 589.92, "r": 559.2, "b": 570.24 }, "text": "Area (ac) CN Description", "reading_order": 3 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 570.24, "r": 559.2, "b": 550.56 }, "text": "0.190 39 >75% Grass cover, Good, HSG A", "reading_order": 4 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 550.56, "r": 559.2, "b": 530.88 }, "text": "0.190 100.00% Pervious Area", "reading_order": 5 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 530.88, "r": 559.2, "b": 511.2 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 6 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 511.2, "r": 559.2, "b": 491.52 }, "text": "11.3 90 0.0270 0.13 Sheet Flow, Grass: Dense n= 0.240 P2= 3.42\"", "reading_order": 7 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 491.52, "r": 559.2, "b": 471.84 }, "text": "1.1 160 0.0150 2.49 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 8 }, { "page": 164, "type": "TEXT", "location": { "l": 52.56, "t": 471.84, "r": 559.2, "b": 452.16 }, "text": "12.4 250 Total", "reading_order": 9 }, { "page": 164, "type": "TEXT", "location": { "l": 222.72, "t": 437.04, "r": 393.12, "b": 422.4 }, "text": "Subcatchment 6S: POROUS", "reading_order": 10 }, { "page": 164, "type": "FIGURE", "location": { "l": 62.88, "t": 414.24, "r": 552.48, "b": 148.8 }, "text": "", "reading_order": 11 } ] }, { "page": 165, "items": [ { "page": 165, "type": "TITLE", "location": { "l": 131.76, "t": 687.6, "r": 489.36, "b": 672.72 }, "text": "Summary for Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 0, "level": 1 }, { "page": 165, "type": "TEXT", "location": { "l": 53.04, "t": 660, "r": 306.48, "b": 634.56 }, "text": "Runoff = 2.35 cfs @ 12.10 hrs, Volume=\nRouted to Pond 9P : SSIB #3 UNDERGROUND\n0.179 af, Depth> 4.66\"", "reading_order": 1 }, { "page": 165, "type": "TEXT", "location": { "l": 345.12, "t": 659.76, "r": 463.92, "b": 646.8 }, "text": "0.179 af, Depth> 4.66\"", "reading_order": 2 }, { "page": 165, "type": "TEXT", "location": { "l": 52.08, "t": 624.48, "r": 541.44, "b": 598.56 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 590.16, "r": 559.2, "b": 571.05 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 571.05, "r": 559.2, "b": 551.94 }, "text": "0.460 98 Roofs, HSG A", "reading_order": 5 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 551.94, "r": 559.2, "b": 532.83 }, "text": "0.460 100.00% Impervious Area", "reading_order": 6 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 532.83, "r": 559.2, "b": 513.72 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description", "reading_order": 7 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 513.72, "r": 559.2, "b": 494.61 }, "text": "1.5 100 0.0100 1.08 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"", "reading_order": 8 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 494.61, "r": 559.2, "b": 475.5 }, "text": "0.3 40 0.0100 2.03 Shallow Concentrated Flow, Paved Kv= 20.3 fps", "reading_order": 9 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 475.5, "r": 559.2, "b": 456.39 }, "text": "0.8 140 3.00 Direct Entry, PIPE FLOW", "reading_order": 10 }, { "page": 165, "type": "TEXT", "location": { "l": 52.32, "t": 456.39, "r": 559.2, "b": 437.28 }, "text": "2.6 280 Total", "reading_order": 11 }, { "page": 165, "type": "TEXT", "location": { "l": 170.4, "t": 425.76, "r": 447.84, "b": 410.64 }, "text": "Subcatchment 8S: PROP WAREHOUSE BLDG", "reading_order": 12 }, { "page": 165, "type": "FIGURE", "location": { "l": 60.72, "t": 407.28, "r": 553.68, "b": 136.8 }, "text": "", "reading_order": 13 } ] }, { "page": 166, "items": [ { "page": 166, "type": "TITLE", "location": { "l": 151.2, "t": 687.36, "r": 468.72, "b": 672.96 }, "text": "Summary for Subcatchment 10S: BY-PASS POROUS", "reading_order": 0, "level": 3 }, { "page": 166, "type": "TEXT", "location": { "l": 53.04, "t": 660, "r": 463.68, "b": 634.32 }, "text": "Runoff = 0.00 cfs @ 12.50 hrs, Volume= 0.001 af, Depth> 0.22\"\nRouted to Reach 10 : COMPOSITE", "reading_order": 1 }, { "page": 166, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 2 }, { "page": 166, "type": "TABLE", "location": { "l": 53.04, "t": 588.48, "r": 559.44, "b": 498.72 }, "text": "
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0.060100.00% Pervious Area
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2.0Direct Entry,
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559.44, 534.624 ], "text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "html_text": "Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 53.04, 498.72, 559.44, 516.672 ], "cells": [ { "location": [ 53.04, 498.72, 221.84, 516.672 ], "text": "2.0", "html_text": "2.0", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 221.84, 498.72, 559.44, 516.672 ], "text": "Direct Entry,", "html_text": "Direct Entry,", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 3, "ref": "#/tables/0", "reading_order": 3 }, { "page": 166, "type": "TEXT", "location": { "l": 190.32, "t": 486.72, "r": 426.96, "b": 471.84 }, "text": "Subcatchment 10S: BY-PASS POROUS", "reading_order": 4 }, { "page": 166, "type": "FIGURE", "location": { "l": 62.4, "t": 465.12, "r": 500.64, "b": 199.44 }, "text": "", "reading_order": 5 }, { "page": 166, "type": "TEXT", "location": { "l": 510.24, "t": 444.24, "r": 546.96, "b": 432.48 }, "text": "☐ Runoff", "reading_order": 6 } ] }, { "page": 167, "items": [ { "page": 167, "type": "TITLE", "location": { "l": 140.16, "t": 687.36, "r": 481.44, "b": 672.72 }, "text": "Summary for Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 0, "level": 3 }, { "page": 167, "type": "TEXT", "location": { "l": 53.76, "t": 660, "r": 307.2, "b": 634.56 }, "text": "Runoff = 0.37 cfs @ 12.09 hrs, Volume=\nRouted to Reach 10 : COMPOSITE\n0.027 af, Depth> 4.66\"", "reading_order": 1 }, { "page": 167, "type": "TEXT", "location": { "l": 345.12, "t": 659.76, "r": 463.92, "b": 646.8 }, "text": "0.027 af, Depth> 4.66\"", "reading_order": 2 }, { "page": 167, "type": "TEXT", "location": { "l": 52.08, "t": 624.24, "r": 541.44, "b": 598.8 }, "text": "Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10 YEAR Rainfall=5.38\"", "reading_order": 3 }, { "page": 167, "type": "TEXT", "location": { "l": 52.8, "t": 588.24, "r": 559.44, "b": 570.144 }, "text": "Area (ac) CN Description", "reading_order": 4 }, { "page": 167, "type": "TEXT", "location": { "l": 52.8, "t": 570.144, "r": 559.44, "b": 552.048 }, "text": "0.070 98 Paved parking, HSG A", "reading_order": 5 }, { "page": 167, "type": "TEXT", "location": { "l": 52.8, "t": 552.048, "r": 559.44, "b": 533.952 }, "text": "0.070 100.00% Impervious Area", "reading_order": 6 }, { "page": 167, "type": "TEXT", "location": { "l": 52.8, "t": 533.952, "r": 559.44, "b": 515.856 }, "text": "Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)", "reading_order": 7 }, { "page": 167, "type": "TEXT", "location": { "l": 52.8, "t": 515.856, "r": 559.44, "b": 497.76 }, "text": "Direct Entry,", "reading_order": 8 }, { "page": 167, "type": "TEXT", "location": { "l": 178.32, "t": 486.96, "r": 439.92, "b": 471.84 }, "text": "Subcatchment 11S: BY-PASS IMPERVIOUS", "reading_order": 9 }, { "page": 167, "type": "FIGURE", "location": { "l": 61.92, "t": 465.12, "r": 552, "b": 199.2 }, "text": "", "reading_order": 10 } ] }, { "page": 168, "items": [ { "page": 168, "type": "TITLE", "location": { "l": 198, "t": 687.6, "r": 420, "b": 672.48 }, "text": "Summary for Reach 10: COMPOSITE", "reading_order": 0, "level": 3 }, { "page": 168, "type": "TEXT", "location": { "l": 52.08, "t": 660.48, "r": 518.16, "b": 623.04 }, "text": "Inflow Area = 2.120 ac, 71.70% Impervious, Inflow Depth > 3.34\" for 10 YEAR event\nInflow = 3.32 cfs @ 12.18 hrs, Volume= 0.591 af\nOutflow = 3.32 cfs @ 12.18 hrs, Volume= 0.591 af, Atten=0%, Lag=0.0 min", "reading_order": 1 }, { "page": 168, "type": "TEXT", "location": { "l": 52.08, "t": 612.24, "r": 421.2, "b": 598.56 }, "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs", "reading_order": 2 }, { "page": 168, "type": "TEXT", "location": { "l": 236.4, "t": 587.28, "r": 378.72, "b": 572.4 }, "text": "Reach 10: COMPOSITE", "reading_order": 3 }, { "page": 168, "type": "FIGURE", "location": { "l": 60.72, "t": 571.2, "r": 553.2, "b": 297.84 }, "text": "", "reading_order": 4 } ] }, { "page": 169, "items": [ { "page": 169, "type": "TITLE", "location": { "l": 162.24, "t": 687.84, "r": 457.44, "b": 672.96 }, "text": "Summary for Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 671.28, "r": 534.48, "b": 651.84 }, "text": "nflow Area = 1.070 ac, 67.29% Impervious, Inflow Depth > 3.21\" for 10 YEAR event", "reading_order": 1 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 651.84, "r": 534.48, "b": 632.4 }, "text": "nflow = 2.16 cfs @ 12.22 hrs, Volume= 0.286 af", "reading_order": 2 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 632.4, "r": 534.48, "b": 612.96 }, "text": "Outflow = 1.22 cfs @ 12.58 hrs, Volume= 0.281 af, Atten= 43%, Lag= 21.1 min", "reading_order": 3 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 612.96, "r": 534.48, "b": 593.52 }, "text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "reading_order": 4 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 593.52, "r": 534.48, "b": 574.08 }, "text": "Primary = 1.22 cfs @ 12.58 hrs, Volume= 0.281 af", "reading_order": 5 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 574.08, "r": 534.48, "b": 554.64 }, "text": "Routed to Reach 10 : COMPOSITE", "reading_order": 6 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 554.64, "r": 534.48, "b": 535.2 }, "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs\nStarting Elev= 111.50' Surf.Area= 2,825 sf Storage= 3,544 cf\nPeak Elev= 112.25' @ 12.58 hrs Surf.Area= 3,402 sf Storage= 5,884 cf (2,340 cf above start)", "reading_order": 7 }, { "page": 169, "type": "TEXT", "location": { "l": 56.16, "t": 535.2, "r": 534.48, "b": 515.76 }, "text": "Plug-Flow detention time= 164.2 min calculated for 0.199 af (69% of inflow)", "reading_order": 8 }, { "page": 169, "type": "TEXT", "location": { "l": 51.6, "t": 529.44, "r": 413.52, "b": 503.28 }, "text": "Plug-Flow detention time = 164.2 min calculated for 0.199 af (69% of inflow) Center-of-Mass det. time = 27.0 min (777.3 - 750.3)", "reading_order": 9 }, { "page": 169, "type": "TABLE", "location": { "l": 50.64, "t": 494.64, "r": 559.92, "b": 244.8 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1110.00'12,950 cfCustom Stage Data (Prismatic)Listed below (Recalc)
Elevation\n(feet)Surf.Area\n(sq-ft)Inc.Store\n(cubic-feet)Cum.Store\n(cubic-feet)
110.002,00000
111.002,4502,2252,225
112.003,2002,8255,050
113.004,0003,6008,650
114.004,6004,30012,950
DeviceRoutingInvertOutlet Devices
#1Discarded110.00'1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 106.00'
#2Primary111.50'12.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
#3Primary113.00'24.0" x 48.0" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)
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"cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 50.64, 456.2031, 559.92, 475.4215 ], "cells": [ { "location": [ 50.64, 456.2031, 152.496, 475.4215 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 456.2031, 254.352, 475.4215 ], "text": "110.00'", "html_text": "110.00'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 456.2031, 356.208, 475.4215 ], "text": "12,950 cf", "html_text": "12,950 cf", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 456.2031, 458.064, 475.4215 ], "text": "Custom Stage Data (Prismatic)", "html_text": "Custom Stage Data (Prismatic)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 458.064, 456.2031, 559.92, 475.4215 ], "text": "Listed below (Recalc)", "html_text": "Listed below (Recalc)", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 50.64, 436.9846, 559.92, 456.2031 ], "cells": [ { "location": [ 50.64, 436.9846, 152.496, 456.2031 ], "text": "Elevation\n(feet)", "html_text": "Elevation\n(feet)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 436.9846, 254.352, 456.2031 ], "text": "Surf.Area\n(sq-ft)", "html_text": "Surf.Area\n(sq-ft)", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 436.9846, 356.208, 456.2031 ], "text": "Inc.Store\n(cubic-feet)", "html_text": "Inc.Store\n(cubic-feet)", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 436.9846, 559.92, 456.2031 ], "text": "Cum.Store\n(cubic-feet)", "html_text": "Cum.Store\n(cubic-feet)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 3, "location": [ 50.64, 417.7662, 559.92, 436.9846 ], "cells": [ { "location": [ 50.64, 417.7662, 152.496, 436.9846 ], "text": "110.00", "html_text": "110.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 417.7662, 254.352, 436.9846 ], "text": "2,000", "html_text": "2,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 417.7662, 356.208, 436.9846 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 417.7662, 559.92, 436.9846 ], "text": "0", "html_text": "0", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 4, "location": [ 50.64, 398.5477, 559.92, 417.7662 ], "cells": [ { "location": [ 50.64, 398.5477, 152.496, 417.7662 ], "text": "111.00", "html_text": "111.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 398.5477, 254.352, 417.7662 ], "text": "2,450", "html_text": "2,450", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 398.5477, 356.208, 417.7662 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 398.5477, 559.92, 417.7662 ], "text": "2,225", "html_text": "2,225", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 5, "location": [ 50.64, 379.3292, 559.92, 398.5477 ], "cells": [ { "location": [ 50.64, 379.3292, 152.496, 398.5477 ], "text": "112.00", "html_text": "112.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 379.3292, 254.352, 398.5477 ], "text": "3,200", "html_text": "3,200", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 379.3292, 356.208, 398.5477 ], "text": "2,825", "html_text": "2,825", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 379.3292, 559.92, 398.5477 ], "text": "5,050", "html_text": "5,050", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 6, "location": [ 50.64, 360.1108, 559.92, 379.3292 ], "cells": [ { "location": [ 50.64, 360.1108, 152.496, 379.3292 ], "text": "113.00", "html_text": "113.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 360.1108, 254.352, 379.3292 ], "text": "4,000", "html_text": "4,000", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 360.1108, 356.208, 379.3292 ], "text": "3,600", "html_text": "3,600", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 360.1108, 559.92, 379.3292 ], "text": "8,650", "html_text": "8,650", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 7, "location": [ 50.64, 340.8923, 559.92, 360.1108 ], "cells": [ { "location": [ 50.64, 340.8923, 152.496, 360.1108 ], "text": "114.00", "html_text": "114.00", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 340.8923, 254.352, 360.1108 ], "text": "4,600", "html_text": "4,600", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 340.8923, 356.208, 360.1108 ], "text": "4,300", "html_text": "4,300", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 340.8923, 559.92, 360.1108 ], "text": "12,950", "html_text": "12,950", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 8, "location": [ 50.64, 321.6738, 559.92, 340.8923 ], "cells": [ { "location": [ 50.64, 321.6738, 152.496, 340.8923 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 321.6738, 254.352, 340.8923 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 321.6738, 356.208, 340.8923 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 321.6738, 559.92, 340.8923 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 9, "location": [ 50.64, 302.4554, 559.92, 321.6738 ], "cells": [ { "location": [ 50.64, 302.4554, 152.496, 321.6738 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 302.4554, 254.352, 321.6738 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 302.4554, 356.208, 321.6738 ], "text": "110.00'", "html_text": "110.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 302.4554, 559.92, 321.6738 ], "text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 106.00'", "html_text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 106.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 10, "location": [ 50.64, 283.2369, 559.92, 302.4554 ], "cells": [ { "location": [ 50.64, 283.2369, 152.496, 302.4554 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 283.2369, 254.352, 302.4554 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 283.2369, 356.208, 302.4554 ], "text": "111.50'", "html_text": "111.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 283.2369, 559.92, 302.4554 ], "text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 11, "location": [ 50.64, 264.0185, 559.92, 283.2369 ], "cells": [ { "location": [ 50.64, 264.0185, 152.496, 283.2369 ], "text": "#3", "html_text": "#3", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 152.496, 264.0185, 254.352, 283.2369 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 254.352, 264.0185, 356.208, 283.2369 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 356.208, 264.0185, 559.92, 283.2369 ], "text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "24.0\" x 48.0\" Horiz. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 12, "location": [ 50.64, 244.8, 559.92, 264.0185 ], "cells": [ { "location": [ 50.64, 244.8, 559.92, 264.0185 ], "text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)", "html_text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=111.50' (Free Discharge)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 5, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 13, "n_cols": 5, "ref": "#/tables/1", "reading_order": 10 }, { "page": 169, "type": "TEXT", "location": { "l": 50.64, "t": 262.08, "r": 433.44, "b": 236.16 }, "text": "Discarded OutFlow Max=0.00 cfs @ 5.00 hrs HW=1111.50' (Free Discharge)\n1=Exfiltration (Controls 0.00 cfs)", "reading_order": 11 }, { "page": 169, "type": "TEXT", "location": { "l": 52.08, "t": 226.56, "r": 427.2, "b": 189.84 }, "text": "Primary OutFlow Max=1.22 cfs @ 12.58 hrs HW=112.25' (Free Discharge)\n2=Orifice/Grate (Orifice Controls 1.22 cfs @ 3.67 fps)\n3=Orifice/Grate (Controls 0.00 cfs)", "reading_order": 12 } ] }, { "page": 170, "items": [ { "page": 170, "type": "TEXT", "location": { "l": 201.36, "t": 687.84, "r": 415.92, "b": 673.2 }, "text": "Pond 3P: SSIB #1 SURFACE BASIN", "reading_order": 0 }, { "page": 170, "type": "FIGURE", "location": { "l": 61.44, "t": 670.32, "r": 552.24, "b": 399.6 }, "text": "", "reading_order": 1 } ] }, { "page": 171, "items": [ { "page": 171, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 456, "b": 672.96 }, "text": "Summary for Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 666, "r": 528.96, "b": 646.77 }, "text": "Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 2.83\" for 10 YEAR event", "reading_order": 1 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 646.77, "r": 528.96, "b": 627.54 }, "text": "Inflow = 1.48 cfs @ 12.08 hrs, Volume= 0.108 af", "reading_order": 2 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 627.54, "r": 528.96, "b": 608.31 }, "text": "Outflow = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af, Atten= 56%, Lag= 6.5 min", "reading_order": 3 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 608.31, "r": 528.96, "b": 589.08 }, "text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "reading_order": 4 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 589.08, "r": 528.96, "b": 569.85 }, "text": "Primary = 0.64 cfs @ 12.19 hrs, Volume= 0.106 af", "reading_order": 5 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 569.85, "r": 528.96, "b": 550.62 }, "text": "Routed to Reach 10 : COMPOSITE", "reading_order": 6 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 550.62, "r": 528.96, "b": 531.39 }, "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Starting Elev= 109.00' Surf.Area= 0.064 ac Storage= 0.052 af Peak Elev= 109.53' @ 12.19 hrs Surf.Area= 0.064 ac Storage= 0.076 af (0.024 af above start)", "reading_order": 7 }, { "page": 171, "type": "TEXT", "location": { "l": 54, "t": 531.39, "r": 528.96, "b": 512.16 }, "text": "Plug-Flow detention time= 236.1 min calculated for 0.053 af (49% of inflow)", "reading_order": 8 }, { "page": 171, "type": "TEXT", "location": { "l": 51.6, "t": 529.44, "r": 413.04, "b": 503.04 }, "text": "Plug-Flow detention time= 236.1 min calculated for 0.053 af (49% of inflow) Center-of-Mass det. time= 29.7 min (769.0 - 739.2)", "reading_order": 9 }, { "page": 171, "type": "TABLE", "location": { "l": 52.32, "t": 494.4, "r": 556.56, "b": 392.64 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A107.50'0.048 af41.95'W x 66.33'L x 3.00'H Field A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids
#2A107.83'0.057 afADS N-12 24" x 36 Inside #1\nInside= 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside
", "rows": [ { "row_index": 0, "location": [ 52.32, 460.48, 556.56, 494.4 ], "cells": [ { "location": [ 52.32, 460.48, 178.38, 494.4 ], "text": "Volume", "html_text": "Volume", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 460.48, 304.44, 494.4 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 460.48, 430.5, 494.4 ], "text": "Avail.Storage", "html_text": "Avail.Storage", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 460.48, 556.56, 494.4 ], "text": "Storage Description", "html_text": "Storage Description", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.32, 426.56, 556.56, 460.48 ], "cells": [ { "location": [ 52.32, 426.56, 178.38, 460.48 ], "text": "#1A", "html_text": "#1A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 426.56, 304.44, 460.48 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 426.56, 430.5, 460.48 ], "text": "0.048 af", "html_text": "0.048 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 426.56, 556.56, 460.48 ], "text": "41.95'W x 66.33'L x 3.00'H Field A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "html_text": "41.95'W x 66.33'L x 3.00'H Field A\n0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 52.32, 392.64, 556.56, 426.56 ], "cells": [ { "location": [ 52.32, 392.64, 178.38, 426.56 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 392.64, 304.44, 426.56 ], "text": "107.83'", "html_text": "107.83'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 392.64, 430.5, 426.56 ], "text": "0.057 af", "html_text": "0.057 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 392.64, 556.56, 426.56 ], "text": "ADS N-12 24\" x 36 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "html_text": "ADS N-12 24\" x 36 Inside #1\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n36 Chambers in 12 Rows\n40.28' Header x 3.10 sf x 2 = 249.8 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 10 }, { "page": 171, "type": "TEXT", "location": { "l": 190.8, "t": 394.08, "r": 357.6, "b": 381.12 }, "text": "0.105 af Total Available Storage", "reading_order": 11 }, { "page": 171, "type": "TITLE", "location": { "l": 66.96, "t": 370.56, "r": 295.44, "b": 356.88 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 12, "level": 4 }, { "page": 171, "type": "TABLE", "location": { "l": 49.2, "t": 347.04, "r": 558.48, "b": 209.76 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded107.50'1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 105.00'
#2Primary109.00'8.0" W x 4.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.00 cfs @ 5.00 hrsHW=109.00' (Free Discharge)
1=Exfiltration ( Controls 0.00 cfs)
Primary OutFlowMax=0.64 cfs @ 12.19 hrsHW=109.53' (Free Discharge)
2=Orifice/Grate (Orifice Controls 0.64 cfs @ 2.89 fps)
", "rows": [ { "row_index": 0, "location": [ 49.2, 327.4286, 558.48, 347.04 ], "cells": [ { "location": [ 49.2, 327.4286, 176.52, 347.04 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.52, 327.4286, 303.84, 347.04 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.84, 327.4286, 431.16, 347.04 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.16, 327.4286, 558.48, 347.04 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 1, "location": [ 49.2, 307.8171, 558.48, 327.4286 ], "cells": [ { "location": [ 49.2, 307.8171, 176.52, 327.4286 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.52, 307.8171, 303.84, 327.4286 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.84, 307.8171, 431.16, 327.4286 ], "text": "107.50'", "html_text": "107.50'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.16, 307.8171, 558.48, 327.4286 ], "text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 105.00'", "html_text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 105.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 2, "location": [ 49.2, 288.2057, 558.48, 307.8171 ], "cells": [ { "location": [ 49.2, 288.2057, 176.52, 307.8171 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.52, 288.2057, 303.84, 307.8171 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.84, 288.2057, 431.16, 307.8171 ], "text": "109.00'", "html_text": "109.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.16, 288.2057, 558.48, 307.8171 ], "text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "8.0\" W x 4.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 49.2, 268.5943, 558.48, 288.2057 ], "cells": [ { "location": [ 49.2, 268.5943, 303.84, 288.2057 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.84, 268.5943, 431.16, 288.2057 ], "text": "Max=0.00 cfs @ 5.00 hrs", "html_text": "Max=0.00 cfs @ 5.00 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.16, 268.5943, 558.48, 288.2057 ], "text": "HW=109.00' (Free Discharge)", "html_text": "HW=109.00' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 4, "location": [ 49.2, 248.9829, 558.48, 268.5943 ], "cells": [ { "location": [ 49.2, 248.9829, 558.48, 268.5943 ], "text": "1=Exfiltration ( Controls 0.00 cfs)", "html_text": "1=Exfiltration ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 5, "location": [ 49.2, 229.3714, 558.48, 248.9829 ], "cells": [ { "location": [ 49.2, 229.3714, 303.84, 248.9829 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.84, 229.3714, 431.16, 248.9829 ], "text": "Max=0.64 cfs @ 12.19 hrs", "html_text": "Max=0.64 cfs @ 12.19 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.16, 229.3714, 558.48, 248.9829 ], "text": "HW=109.53' (Free Discharge)", "html_text": "HW=109.53' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 6, "location": [ 49.2, 209.76, 558.48, 229.3714 ], "cells": [ { "location": [ 49.2, 209.76, 558.48, 229.3714 ], "text": "2=Orifice/Grate (Orifice Controls 0.64 cfs @ 2.89 fps)", "html_text": "2=Orifice/Grate (Orifice Controls 0.64 cfs @ 2.89 fps)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/2", "reading_order": 13 } ] }, { "page": 172, "items": [ { "page": 172, "type": "TITLE", "location": { "l": 126.24, "t": 687.6, "r": 494.4, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 172, "type": "TEXT", "location": { "l": 49.68, "t": 661.44, "r": 543.6, "b": 406.32 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n12 Rows x 28.0\" Wide + 13.4\" Spacing x 11 + 10.0\" Side Stone x 2 = 41.95' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n36 Chambers x 62.0 cf + 40.28' Header x 3.10 sf x 2 = 2,481.8 cf Chamber Storage\n36 Chambers x 78.4 cf + 40.28' Header x 3.92 sf x 2 = 3,137.9 cf Displacement\n8,348.3 cf Field - 3,137.9 cf Chambers = 5,210.4 cf Stone x 40.0% Voids = 2,084.2 cf Stone Storage\nChamber Storage + Stone Storage = 4,565.9 cf = 0.105 af\nOverall Storage Efficiency = 54.7%\nOverall System Size = 66.33' x 41.95' x 3.00'", "reading_order": 1 }, { "page": 172, "type": "TEXT", "location": { "l": 52.32, "t": 400.8, "r": 127.92, "b": 360.48 }, "text": "36 Chambers\n309.2 cy Field\n193.0 cy Stone", "reading_order": 2 }, { "page": 172, "type": "FIGURE", "location": { "l": 223.68, "t": 346.8, "r": 387.84, "b": 93.6 }, "text": "", "reading_order": 3 } ] }, { "page": 173, "items": [ { "page": 173, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 413.76, "b": 672.96 }, "text": "Pond 8P: SSIB #2 UNDERGROUND", "reading_order": 0 }, { "page": 173, "type": "FIGURE", "location": { "l": 60.48, "t": 674.16, "r": 552.24, "b": 399.6 }, "text": "", "reading_order": 1 } ] }, { "page": 174, "items": [ { "page": 174, "type": "TITLE", "location": { "l": 163.68, "t": 687.6, "r": 455.76, "b": 672.96 }, "text": "Summary for Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0, "level": 3 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 666, "r": 528.48, "b": 647.4 }, "text": "Inflow Area = 0.460 ac,100.00% Impervious, Inflow Depth > 4.66\" for 10 YEAR event", "reading_order": 1 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 647.4, "r": 528.48, "b": 628.8 }, "text": "Inflow = 2.35 cfs @ 12.10 hrs, Volume= 0.179 af", "reading_order": 2 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 628.8, "r": 528.48, "b": 610.2 }, "text": "Outflow = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af, Atten= 32%, Lag= 4.5 min", "reading_order": 3 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 610.2, "r": 528.48, "b": 591.6 }, "text": "Discarded = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af", "reading_order": 4 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 591.6, "r": 528.48, "b": 573 }, "text": "Primary = 1.59 cfs @ 12.17 hrs, Volume= 0.176 af", "reading_order": 5 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 573, "r": 528.48, "b": 554.4 }, "text": "Routed to Reach 10 : COMPOSITE", "reading_order": 6 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 554.4, "r": 528.48, "b": 535.8 }, "text": "Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Starting Elev= 113.00' Surf.Area= 0.085 ac Storage= 0.111 af Peak Elev= 113.70' @ 12.17 hrs Surf.Area= 0.085 ac Storage= 0.136 af (0.025 af above start)", "reading_order": 7 }, { "page": 174, "type": "TEXT", "location": { "l": 54, "t": 535.8, "r": 528.48, "b": 517.2 }, "text": "Plug-Flow detention time= 288.6 min calculated for 0.065 af (36% of inflow)", "reading_order": 8 }, { "page": 174, "type": "TEXT", "location": { "l": 51.6, "t": 529.44, "r": 413.04, "b": 503.04 }, "text": "Plug-Flow detention time= 288.6 min calculated for 0.065 af (36% of inflow) Center-of-Mass det. time= 18.8 min (753.0 - 734.2)", "reading_order": 9 }, { "page": 174, "type": "TABLE", "location": { "l": 52.32, "t": 494.4, "r": 556.56, "b": 392.16 }, "text": "
VolumeInvertAvail.StorageStorage Description
#1A110.80'0.063 af55.75'W x 66.33'L x 3.00'H Field A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids
#2A111.13'0.076 afADS N-12 24" x 48 Inside #1\nInside = 23.8"W x 23.8"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0"W x 28.0"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside
", "rows": [ { "row_index": 0, "location": [ 52.32, 460.32, 556.56, 494.4 ], "cells": [ { "location": [ 52.32, 460.32, 178.38, 494.4 ], "text": "Volume", "html_text": "Volume", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 460.32, 304.44, 494.4 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 460.32, 430.5, 494.4 ], "text": "Avail.Storage", "html_text": "Avail.Storage", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 460.32, 556.56, 494.4 ], "text": "Storage Description", "html_text": "Storage Description", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 1, "location": [ 52.32, 426.24, 556.56, 460.32 ], "cells": [ { "location": [ 52.32, 426.24, 178.38, 460.32 ], "text": "#1A", "html_text": "#1A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 426.24, 304.44, 460.32 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 426.24, 430.5, 460.32 ], "text": "0.063 af", "html_text": "0.063 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 426.24, 556.56, 460.32 ], "text": "55.75'W x 66.33'L x 3.00'H Field A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "html_text": "55.75'W x 66.33'L x 3.00'H Field A\n0.255 af Overall - 0.096 af Embedded = 0.159 af x 40.0% Voids", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" }, { "row_index": 2, "location": [ 52.32, 392.16, 556.56, 426.24 ], "cells": [ { "location": [ 52.32, 392.16, 178.38, 426.24 ], "text": "#2A", "html_text": "#2A", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 178.38, 392.16, 304.44, 426.24 ], "text": "111.13'", "html_text": "111.13'", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 304.44, 392.16, 430.5, 426.24 ], "text": "0.076 af", "html_text": "0.076 af", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" }, { "location": [ 430.5, 392.16, 556.56, 426.24 ], "text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "html_text": "ADS N-12 24\" x 48 Inside #1\nInside = 23.8\"W x 23.8\"H => 3.10 sf x 20.00'L = 62.0 cf\nOutside = 28.0\"W x 28.0\"H => 3.92 sf x 20.00'L = 78.4 cf\n48 Chambers in 16 Rows\n54.08' Header x 3.10 sf x 2 = 335.3 cf Inside", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/1" } ], "ref": "#/tables/1" } ], "n_rows": 3, "n_cols": 4, "ref": "#/tables/1", "reading_order": 10 }, { "page": 174, "type": "TEXT", "location": { "l": 190.56, "t": 394.32, "r": 357.6, "b": 381.12 }, "text": "0.139 af Total Available Storage", "reading_order": 11 }, { "page": 174, "type": "TITLE", "location": { "l": 66.96, "t": 370.56, "r": 295.44, "b": 356.88 }, "text": "Storage Group A created with Chamber Wizard", "reading_order": 12, "level": 4 }, { "page": 174, "type": "TABLE", "location": { "l": 48.96, "t": 347.28, "r": 558.96, "b": 209.04 }, "text": "
DeviceRoutingInvertOutlet Devices
#1Discarded110.80'1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 108.00'
#2Primary113.00'12.0" W x 6.0" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads
Discarded OutFlowMax=0.00 cfs @ 5.00 hrsHW=113.00' (Free Discharge)
1=Exfiltration ( Controls 0.00 cfs)
Primary OutFlowMax=1.57 cfs @ 12.17 hrsHW=113.69' (Free Discharge)
2=Orifice/Grate (Orifice Controls 1.57 cfs @ 3.15 fps)
", "rows": [ { "row_index": 0, "location": [ 48.96, 327.5314, 558.96, 347.28 ], "cells": [ { "location": [ 48.96, 327.5314, 176.46, 347.28 ], "text": "Device", "html_text": "Device", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 327.5314, 303.96, 347.28 ], "text": "Routing", "html_text": "Routing", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 327.5314, 431.46, 347.28 ], "text": "Invert", "html_text": "Invert", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 327.5314, 558.96, 347.28 ], "text": "Outlet Devices", "html_text": "Outlet Devices", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 1, "location": [ 48.96, 307.7829, 558.96, 327.5314 ], "cells": [ { "location": [ 48.96, 307.7829, 176.46, 327.5314 ], "text": "#1", "html_text": "#1", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 307.7829, 303.96, 327.5314 ], "text": "Discarded", "html_text": "Discarded", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 307.7829, 431.46, 327.5314 ], "text": "110.80'", "html_text": "110.80'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 307.7829, 558.96, 327.5314 ], "text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 108.00'", "html_text": "1.000 in/hr Exfiltration X 0.00 over Surface area\nConductivity to Groundwater Elevation = 108.00'", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 2, "location": [ 48.96, 288.0343, 558.96, 307.7829 ], "cells": [ { "location": [ 48.96, 288.0343, 176.46, 307.7829 ], "text": "#2", "html_text": "#2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 176.46, 288.0343, 303.96, 307.7829 ], "text": "Primary", "html_text": "Primary", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 288.0343, 431.46, 307.7829 ], "text": "113.00'", "html_text": "113.00'", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 288.0343, 558.96, 307.7829 ], "text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "html_text": "12.0\" W x 6.0\" H Vert. Orifice/Grate C= 0.600\nLimited to weir flow at low heads", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 3, "location": [ 48.96, 268.2857, 558.96, 288.0343 ], "cells": [ { "location": [ 48.96, 268.2857, 303.96, 288.0343 ], "text": "Discarded OutFlow", "html_text": "Discarded OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 268.2857, 431.46, 288.0343 ], "text": "Max=0.00 cfs @ 5.00 hrs", "html_text": "Max=0.00 cfs @ 5.00 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 268.2857, 558.96, 288.0343 ], "text": "HW=113.00' (Free Discharge)", "html_text": "HW=113.00' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 4, "location": [ 48.96, 248.5371, 558.96, 268.2857 ], "cells": [ { "location": [ 48.96, 248.5371, 558.96, 268.2857 ], "text": "1=Exfiltration ( Controls 0.00 cfs)", "html_text": "1=Exfiltration ( Controls 0.00 cfs)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 5, "location": [ 48.96, 228.7886, 558.96, 248.5371 ], "cells": [ { "location": [ 48.96, 228.7886, 303.96, 248.5371 ], "text": "Primary OutFlow", "html_text": "Primary OutFlow", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 2, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 303.96, 228.7886, 431.46, 248.5371 ], "text": "Max=1.57 cfs @ 12.17 hrs", "html_text": "Max=1.57 cfs @ 12.17 hrs", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" }, { "location": [ 431.46, 228.7886, 558.96, 248.5371 ], "text": "HW=113.69' (Free Discharge)", "html_text": "HW=113.69' (Free Discharge)", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" }, { "row_index": 6, "location": [ 48.96, 209.04, 558.96, 228.7886 ], "cells": [ { "location": [ 48.96, 209.04, 558.96, 228.7886 ], "text": "2=Orifice/Grate (Orifice Controls 1.57 cfs @ 3.15 fps)", "html_text": "2=Orifice/Grate (Orifice Controls 1.57 cfs @ 3.15 fps)", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 4, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/2" } ], "ref": "#/tables/2" } ], "n_rows": 7, "n_cols": 4, "ref": "#/tables/2", "reading_order": 13 } ] }, { "page": 175, "items": [ { "page": 175, "type": "TITLE", "location": { "l": 126.48, "t": 687.6, "r": 494.4, "b": 672.72 }, "text": "Pond 9P: SSIB #3 UNDERGROUND - Chamber Wizard Field A", "reading_order": 0, "level": 1 }, { "page": 175, "type": "TEXT", "location": { "l": 49.68, "t": 661.92, "r": 544.56, "b": 406.08 }, "text": "Chamber Model = ADS N-12 24\" (ADS N-12® Pipe)\nInside= 23.8\"W x 23.8\"H => 3.10 sf x 20.00\"L = 62.0 cf\nOutside= 28.0\"W x 28.0\"H => 3.92 sf x 20.00\"L = 78.4 cf\n28.0\" Wide + 13.4\" Spacing = 41.4\" C-C Row Spacing\n3 Chambers/Row x 20.00' Long +2.33' Header x 2 = 64.67' Row Length +10.0\" End Stone x 2 = 66.33' Base Length\n16 Rows x 28.0\" Wide + 13.4\" Spacing x 15 + 10.0\" Side Stone x 2 = 55.75' Base Width\n4.0\" Stone Base + 28.0\" Chamber Height + 4.0\" Stone Cover = 3.00' Field Height\n48 Chambers x 62.0 cf + 54.08' Header x 3.10 sf x 2 = 3,311.3 cf Chamber Storage\n48 Chambers x 78.4 cf + 54.08' Header x 3.92 sf x 2 = 4,186.8 cf Displacement\n11,094.6 cf Field - 4,186.8 cf Chambers = 6,907.8 cf Stone x 40.0% Voids = 2,763.1 cf Stone Storage\nChamber Storage + Stone Storage = 6,074.4 cf = 0.139 af\nOverall Storage Efficiency = 54.8%\nOverall System Size = 66.33' x 55.75' x 3.00'", "reading_order": 1 }, { "page": 175, "type": "TEXT", "location": { "l": 51.84, "t": 400.56, "r": 127.68, "b": 360.48 }, "text": "48 Chambers\n410.9 cy Field\n255.8 cy Stone", "reading_order": 2 }, { "page": 175, "type": "FIGURE", "location": { "l": 197.04, "t": 348.72, "r": 414.48, "b": 93.12 }, "text": "", "reading_order": 3 } ] }, { "page": 176, "items": [ { "page": 176, "type": "TEXT", "location": { "l": 203.28, "t": 687.84, "r": 414, "b": 672.96 }, "text": "Pond 9P: SSIB #3 UNDERGROUND", "reading_order": 0 }, { "page": 176, "type": "FIGURE", "location": { "l": 60.96, "t": 675.12, "r": 552.48, "b": 399.36 }, "text": "", "reading_order": 1 } ] }, { "page": 177, "items": [ { "page": 177, "type": "TITLE", "location": { "l": 206.88, "t": 654.24, "r": 404.16, "b": 606 }, "text": "APPENDIX E\nGROUNDWATER MOUNDING", "reading_order": 0, "level": 2 } ] }, { "page": 178, "items": [ { "page": 178, "type": "TITLE", "location": { "l": 200.64, "t": 770.88, "r": 301.44, "b": 742.8 }, "text": "SSIB #1\nSURFACE BASIN", "reading_order": 0, "level": 3 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 738.48, "r": 174.48, "b": 726.0109 }, "text": "Input Values", "reading_order": 1 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 732.96, "r": 501.36, "b": 721.7354 }, "text": "Input Values", "reading_order": 2 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 726.0109, "r": 174.48, "b": 713.5418 }, "text": "1.00 R", "reading_order": 3 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 713.5418, "r": 174.48, "b": 701.0727 }, "text": "0.150 Sy", "reading_order": 4 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 710.5108, "r": 501.36, "b": 699.2862 }, "text": "Specific yield, Sy (dimensionless)", "reading_order": 5 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 701.0727, "r": 174.48, "b": 688.6036 }, "text": "20.00 Kh", "reading_order": 6 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 688.6036, "r": 174.48, "b": 676.1345 }, "text": "35.000 x", "reading_order": 7 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 688.0615, "r": 501.36, "b": 676.8369 }, "text": "Horizontal hydraulic conductivity (in/hr)", "reading_order": 8 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 676.1345, "r": 174.48, "b": 663.6655 }, "text": "15.000 y", "reading_order": 9 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 676.8369, "r": 501.36, "b": 665.6123 }, "text": "20.00 Kh Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan", "reading_order": 10 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 663.6655, "r": 174.48, "b": 651.1964 }, "text": "24.00 t", "reading_order": 11 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 665.6123, "r": 501.36, "b": 654.3877 }, "text": "35.000 x 1/2 length of basin (x direction, in feet)", "reading_order": 12 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 651.1964, "r": 174.48, "b": 638.7273 }, "text": "10.00 h(0)", "reading_order": 13 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 654.3877, "r": 501.36, "b": 643.1631 }, "text": "15.000 y 1/2 width of basin (y direction, in feet)", "reading_order": 14 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 638.7273, "r": 174.48, "b": 626.2582 }, "text": "12.337 h(max)", "reading_order": 15 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 643.1631, "r": 501.36, "b": 631.9385 }, "text": "24.00 t Duration of infiltration period (hours)", "reading_order": 16 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 631.9385, "r": 501.36, "b": 620.7138 }, "text": "10.00 hi(0) Initial thickness of saturated zone (feet)", "reading_order": 17 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 626.2582, "r": 174.48, "b": 613.7891 }, "text": "2.337 Δ h(max)", "reading_order": 18 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 620.7138, "r": 501.36, "b": 609.4892 }, "text": "12.337 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "reading_order": 19 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 613.7891, "r": 174.48, "b": 601.32 }, "text": "Ground-water Distance from center of basin in x", "reading_order": 20 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 609.4892, "r": 501.36, "b": 598.2646 }, "text": "2.337 Δ h(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "reading_order": 21 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 721.7354, "r": 501.36, "b": 710.5108 }, "text": "1.00 R Recharge rate (permeability rate) (in/hr)", "reading_order": 22 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 699.2862, "r": 501.36, "b": 688.0615 }, "text": "0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted", "reading_order": 23 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 601.32, "r": 174.48, "b": 588.8509 }, "text": "Mounding, in feet direction, in feet", "reading_order": 24 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 598.2646, "r": 501.36, "b": 587.04 }, "text": "Distance from", "reading_order": 25 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 588.8509, "r": 174.48, "b": 576.3818 }, "text": "2.337 0", "reading_order": 26 }, { "page": 178, "type": "FIGURE", "location": { "l": 50.4, "t": 580.56, "r": 549.36, "b": 386.4 }, "text": "", "reading_order": 27 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 576.3818, "r": 174.48, "b": 563.9127 }, "text": "2.289 10", "reading_order": 28 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 563.9127, "r": 174.48, "b": 551.4436 }, "text": "2.133 20", "reading_order": 29 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 551.4436, "r": 174.48, "b": 538.9745 }, "text": "1.840 30", "reading_order": 30 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 538.9745, "r": 174.48, "b": 526.5055 }, "text": "1.397 40", "reading_order": 31 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 526.5055, "r": 174.48, "b": 514.0364 }, "text": "1.044 50", "reading_order": 32 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 514.0364, "r": 174.48, "b": 501.5673 }, "text": "0.786 60", "reading_order": 33 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 501.5673, "r": 174.48, "b": 489.0982 }, "text": "0.592 70", "reading_order": 34 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 489.0982, "r": 174.48, "b": 476.6291 }, "text": "0.445 80", "reading_order": 35 }, { "page": 178, "type": "TEXT", "location": { "l": 50.16, "t": 476.6291, "r": 174.48, "b": 464.16 }, "text": "0.332 90", "reading_order": 36 }, { "page": 178, "type": "TITLE", "location": { "l": 58.32, "t": 384, "r": 115.68, "b": 372.48 }, "text": "Disclaimer", "reading_order": 37, "level": 4 }, { "page": 178, "type": "TEXT", "location": { "l": 49.68, "t": 362.4, "r": 556.56, "b": 266.88 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater mounding beneath hypothetical stormwater infiltration basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 38 } ] }, { "page": 179, "items": [ { "page": 179, "type": "TEXT", "location": { "l": 205.2, "t": 769.68, "r": 304.8, "b": 740.64 }, "text": "SSIB #3\nUNDERGROUND", "reading_order": 0 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 755.04, "r": 547.68, "b": 740.352 }, "text": "Input Values", "reading_order": 1 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 740.352, "r": 547.68, "b": 725.664 }, "text": "1.00 R", "reading_order": 2 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 725.664, "r": 547.68, "b": 710.976 }, "text": "0.150 Sy", "reading_order": 3 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 710.976, "r": 547.68, "b": 696.288 }, "text": "20.00 Kh", "reading_order": 4 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 681.6, "r": 547.68, "b": 666.912 }, "text": "28.000 y", "reading_order": 5 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 666.912, "r": 547.68, "b": 652.224 }, "text": "12.00 t", "reading_order": 6 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 652.224, "r": 547.68, "b": 637.536 }, "text": "10.00 hi(0)", "reading_order": 7 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 637.536, "r": 547.68, "b": 622.848 }, "text": "h(max)", "reading_order": 8 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 622.848, "r": 547.68, "b": 608.16 }, "text": "2.756 Δ h(max)", "reading_order": 9 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 608.16, "r": 547.68, "b": 593.472 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "reading_order": 10 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 696.288, "r": 547.68, "b": 681.6 }, "text": "33.000 x", "reading_order": 11 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 593.472, "r": 547.68, "b": 578.784 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "reading_order": 12 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 578.784, "r": 547.68, "b": 564.096 }, "text": "Ground-water center of basin in x", "reading_order": 13 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 564.096, "r": 547.68, "b": 549.408 }, "text": "Mounding, in feet direction, in feet", "reading_order": 14 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 549.408, "r": 547.68, "b": 534.72 }, "text": "0 0", "reading_order": 15 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 534.72, "r": 547.68, "b": 520.032 }, "text": "2.756 0", "reading_order": 16 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 520.032, "r": 547.68, "b": 505.344 }, "text": "2.681 10", "reading_order": 17 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 505.344, "r": 547.68, "b": 490.656 }, "text": "2.446 20", "reading_order": 18 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 490.656, "r": 547.68, "b": 475.968 }, "text": "2.018 30", "reading_order": 19 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 475.968, "r": 547.68, "b": 461.28 }, "text": "1.451 40", "reading_order": 20 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 461.28, "r": 547.68, "b": 446.592 }, "text": "1.011 50", "reading_order": 21 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 446.592, "r": 547.68, "b": 431.904 }, "text": "0.690 60", "reading_order": 22 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 431.904, "r": 547.68, "b": 417.216 }, "text": "0.461 70", "reading_order": 23 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 417.216, "r": 547.68, "b": 402.528 }, "text": "0.302 80", "reading_order": 24 }, { "page": 179, "type": "TEXT", "location": { "l": 49.2, "t": 402.528, "r": 547.68, "b": 387.84 }, "text": "0.194 90", "reading_order": 25 }, { "page": 179, "type": "TITLE", "location": { "l": 58.32, "t": 384, "r": 115.68, "b": 372.48 }, "text": "Disclaimer", "reading_order": 26, "level": 4 }, { "page": 179, "type": "TEXT", "location": { "l": 49.68, "t": 362.4, "r": 556.56, "b": 266.88 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding Beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 27 } ] }, { "page": 180, "items": [ { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 739.2, "r": 549.12, "b": 723.1855 }, "text": "Input Values", "reading_order": 0 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 723.1855, "r": 549.12, "b": 707.1709 }, "text": "1.00 R Recharge rate (permeability rate) (in/hr)", "reading_order": 1 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 707.1709, "r": 549.12, "b": 691.1564 }, "text": "0.150 Sy Specific yield, Sy (dimensionless)", "reading_order": 2 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 691.1564, "r": 549.12, "b": 675.1418 }, "text": "20.00 Kh default value is 0.15; max value is 0.2 provided that a lab test data is submitted", "reading_order": 3 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 675.1418, "r": 549.12, "b": 659.1273 }, "text": "33.000 x Horizontal hydraulic conductivity (in/hr)", "reading_order": 4 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 659.1273, "r": 549.12, "b": 643.1127 }, "text": "21.000 y Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan", "reading_order": 5 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 643.1127, "r": 549.12, "b": 627.0982 }, "text": "20.00 t 1/2 length of basin (x direction, in feet)", "reading_order": 6 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 627.0982, "r": 549.12, "b": 611.0836 }, "text": "10.00 hi(0) 1/2 width of basin (y direction, in feet)", "reading_order": 7 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 611.0836, "r": 549.12, "b": 595.0691 }, "text": "12.745 h(max) Duration of infiltration period (hours)", "reading_order": 8 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 595.0691, "r": 549.12, "b": 579.0545 }, "text": "2.745 Δ h(max) Initial thickness of saturated zone (feet)", "reading_order": 9 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 579.0545, "r": 549.12, "b": 563.04 }, "text": "Ground-water Distance from center of basin in x Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "reading_order": 10 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 563.04, "r": 549.12, "b": 547.0255 }, "text": "Mounding, in feet direction, in feet Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "reading_order": 11 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 547.0255, "r": 549.12, "b": 531.0109 }, "text": "2.745 0 Groundwater Mounding, in feet", "reading_order": 12 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 531.0109, "r": 549.12, "b": 514.9964 }, "text": "2.680 10 Groundwater Mounding, in feet", "reading_order": 13 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 514.9964, "r": 549.12, "b": 498.9818 }, "text": "2.472 20 Groundwater Mounding, in feet", "reading_order": 14 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 498.9818, "r": 549.12, "b": 482.9673 }, "text": "2.086 30 Groundwater Mounding, in feet", "reading_order": 15 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 482.9673, "r": 549.12, "b": 466.9527 }, "text": "1.569 40 Groundwater Mounding, in feet", "reading_order": 16 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 466.9527, "r": 549.12, "b": 450.9382 }, "text": "1.166 50 Groundwater Mounding, in feet", "reading_order": 17 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 450.9382, "r": 549.12, "b": 434.9236 }, "text": "0.864 60 Groundwater Mounding, in feet", "reading_order": 18 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 434.9236, "r": 549.12, "b": 418.9091 }, "text": "0.636 70 Groundwater Mounding, in feet", "reading_order": 19 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 418.9091, "r": 549.12, "b": 402.8945 }, "text": "0.464 80 Groundwater Mounding, in feet", "reading_order": 20 }, { "page": 180, "type": "TEXT", "location": { "l": 49.44, "t": 402.8945, "r": 549.12, "b": 386.88 }, "text": "0.335 90 Groundwater Mounding, in feet", "reading_order": 21 }, { "page": 180, "type": "TITLE", "location": { "l": 58.32, "t": 384, "r": 115.68, "b": 372.48 }, "text": "Disclaimer", "reading_order": 22, "level": 4 }, { "page": 180, "type": "TEXT", "location": { "l": 49.68, "t": 362.4, "r": 556.56, "b": 266.88 }, "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater mounding beneath hypothetical stormwater infiltration basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.", "reading_order": 23 } ] } ]