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doc16592 102-Sams-SWM-Report.pdf
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Page 1
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"text": "ERIC HALPERT PE\nDRAINAGE NARRATIVE"
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"text": "STORMWATER MANAGEMENT REPORT (SWMR)",
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"text": "PRELIMINARY AND FINAL MAJOR SUBDIVISION\nBLOCK 20101 LOTS 29 & 30\n102 SAMS ROAD\nTOWNSHIP OF JACKSON\nOCEAN COUNTY, NEW JERSEY"
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"text": "PREPARED ON OCTOBER 06, 2025"
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"text": "Eric Halpert PE\nProfessional Engineer\n640 Herman Road Unit 1, Jackson, New Jersey 08527"
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Page 2
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"text": "Existing Conditions.....1\nSoils.....1\nProposed Conditions .....1\nStormwater Management System.....1\nWater Quality.....2\nWater Quantity.....2\nGroundwater Recharge.....2\nGroundwater Mounding.....3\nStorm Sewers.....3\nSoil Erosion and Sediment Control.....3\nConclusion.....3",
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"text": "Appendix A – Existing Conditions Analysis\nAppendix B – WQ Analysis\nAppendix C – Proposed Conditions Analysis\nAppendix D – Storm Sewer Calculations\nAppendix E – Conduit Outlet Calculations\nAppendix F – SCD Analysis\nAppendix G – GW Mounding Calculations\nAppendix H – Soils\nAppendix I – DA Maps",
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Page 3
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"text": "The subject property is located almost at the end of Sams Road. The site contains one building with a gravel driveway providing access to Sams Road, a woodland or heavy vegetation area with some dirt roads crossing the property. The site exhibits environmental constraint in the southernmost corner of the property. Runoff from the site flows to the rear site of the lot (POA)."
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"text": "Based on the NRCS Soil Survey the site is mapped as Downer Loamy Sand, Mullica Sandy Loam and Sassafras sandy loam (HSG A). Preliminary Soil evaluations were conducted on the site including test pits and field percolations tests. The site had a tested permeability rate ranging from 12.2 and 14.5 inches/hr which results in a design permeability rate ranging from 6.1 and 7.25 in/hr. Groundwater table or signs of SHWT were encountered at 7.1 feet below grade (el. 89.0). Test pit logs and infiltration test results are included in the appendix. Additional soil testing shall be undertaken as part of resolution compliance."
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"text": "The applicant proposes to construct a Major Subdivision, along with associated site improvements such as new roadway, landscape, lighting, and stormwater management."
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"text": "The stormwater management system consists of 2 surface infiltration basins and individual subsurface basins for each dwelling. Surface runoff from the site is partially directed to the 2 surface basins for water quality treatment and attenuation. Runoff from remaining woodland area of the property is not captured in the proposed stormwater facilities. Each proposed roof runoff is directed to the individual lot subsurface basin. An outlet control structure is proposed in each surface basin which will direct runoff in excess of the water quality storm via a 15\" (Surface #1) and 6\" (Surface #2) outlet pipe to convey excess runoff beyond required reductions to a swale near the property limit."
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"text": "The system was routed using HydroCAD software for the 2, 10, 25, and 100 year events. Calculations are included in the appendix."
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Page 4
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"text": "Groundwater recharge is provided by infiltrating the increase in 2 year runoff from the site."
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Page 5
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"text": "The intent of the green infrastructure requirement is to mimic the natural hydrologic cycle. To do so, the rules require stormwater water runoff to be treated near the source with distributed and small-scale (limited contributory drainage area) green infrastructure BMPs. Small-scale GI BMPs are achieved through the contributory drainage area limitations. The proposed BMP's are considered green infrastructure under BMP manual 9.2 Dry Wells and 9.8 Small Scale infiltration basins."
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"text": "A groundwater mounding analysis was performed to confirm that the ground water mound associated with the infiltration basins will not impact the operation of the basins. As the basins are designed to infiltrate the 100 year storm events the mounding analysis was performed based on the full 100 year exfiltration volume."
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"text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment 118S: DA E1 (Pervious) Runoff Area=558,777 sf 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=1,241' Tc=60.4 min CN=30/0 Runoff=0.00 cfs 0 cf\nSubcatchment 124S: DA E3 (Impervious) Runoff Area=0.235 ac 18.30% Impervious Runoff Depth=3.19\"\nFlow Length=195' Tc=1.6 min CN=98/98 Runoff=0.82 cfs 2,718 cf\nSubcatchment 142S: DA E2 (Roof) Runoff Area=4,666 sf 0.00% Impervious Runoff Depth=3.19\"\nTc=6.0 min CN=98/0 Runoff=0.28 cfs 1,239 cf\nLink 141L: POA\nInflow=1.08 cfs 3,958 cf\nPrimary=1.08 cfs 3,958 cf\nTotal Runoff Area = 573,680 sf Runoff Volume = 3,958 cf Average Runoff Depth = 0.08\"\n99.67% Pervious = 571,807 sf 0.33% Impervious = 1,873 sf",
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Page 11
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Page 16
41 item(s)
JSON
caption (1)
figure (1)
footnote (2)
header (1)
table (1)
table_cell (32)
text (2)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TABLE
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38 · CAPTION
39 · FIGURE
40 · FOOTNOTE
41 · FOOTNOTE
Page 16 JSON
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 10",
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Page 22
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1 · HEADER
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6 · TEXT
7 · TABLE
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17 · CAPTION
18 · CAPTION
19 · CAPTION
20 · FIGURE
21 · FOOTNOTE
22 · FOOTER
Page 22 JSON
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"text": "This is a HydroCAD routing diagram titled \"WQ\", part of \"Routing Diagram for 102 Sams -REV 12-02-25\", prepared by Haler Consulting and printed 04/12/2025 (software footer: HydroCAD 10.20-2h, s/n 10351, © 2024 HydroCAD Software Solutions LLC). It shows two separate water-quality drainage networks, each with two subcatchments draining into one infiltration basin. The arrows show the direction of flow.\n\nLeft network: Subcatchment 171S, labelled \"DA P1 (Impervious)\", sits at lower left and has an arrow running rightward to pond 174P, labelled \"WQ Infiltration Basin #1\". Subcatchment 173S, labelled \"DA P4 (Pervious)\", sits above and to the left and has a diagonal arrow running down and to the right into the same pond 174P.\n\nRight network: Subcatchment 176S, labelled \"DA P3 (Pervious)\", sits at upper right and has a diagonal arrow running down and to the left into pond 177P, labelled \"WQ Infiltration Basin #2\". Subcatchment 175S, labelled \"DA P2 (Impervious)\", sits at lower right and has an arrow running leftward into the same pond 177P.\n\nThe two networks do not connect to each other. Each pond is a terminal point; no arrow leaves either basin. The page has a legend along the bottom left showing the symbols: Subcat (green hexagon), Reach (orange rectangle), Pond (blue triangle), and Link (red irregular shape). The legend and the title block sit outside the flow itself. The top half of the page is blank.",
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"text": ">75% Grass cover, Good, HSG A (173S, 176S)\nPaved parking, HSG A (171S, 175S)\nTOTAL AREA",
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"text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment 171S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=2.10 cfs 2,727 cf\nSubcatchment 173S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.00 cfs 0 cf\nSubcatchment 175S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=1.03\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=1.38 cfs 2,023 cf\nSubcatchment 176S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.00 cfs 0 cf\nPond 174P: WQ Infiltration Basin #1 Peak Elev=95.61' Storage=2,726 cf Inflow=2.10 cfs 2,727 cf\nDiscarded=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf\nPond 177P: WQ Infiltration Basin #2 Peak Elev=91.70' Storage=2,023 cf Inflow=1.38 cfs 2,023 cf\nDiscarded=0.00 cfs 0 cf Primary=0.00 cfs 0 cf Outflow=0.00 cfs 0 cf\nTotal Runoff Area = 195,039 sf Runoff Volume = 4,750 cf Average Runoff Depth = 0.29\"\n71.75% Pervious = 139,944 sf 28.25% Impervious = 55,095 sf",
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Page 29
43 item(s)
JSON
caption (1)
figure (1)
header (1)
table (1)
table_cell (33)
text (5)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TABLE
8
9
10
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12
13
14
15
16
17
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19
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21
22
23
24
25
26
27
28
29
30
31
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35
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41 · CAPTION
42 · FIGURE
43 · TEXT
Page 29 JSON
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Page 30
50 item(s)
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caption (1)
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1 · HEADER
2 · TITLE
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5 · TABLE
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49 · CAPTION
50 · FIGURE
Page 30 JSON
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Page 31
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1 · HEADER
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32 · CAPTION
33 · FIGURE
34 · TEXT
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Page 32
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Table integrity:
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r4c0 (0%): “Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf”
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Page 33
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"text": "102 Sams -REV 12-02-25 NJ DEP 2-hr NJDEP Rainfall=1.25\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 10",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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Page 35
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Page 35 JSON
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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Page 36
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Table integrity:
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r4c0 (0%): “Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf”
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Page 39
47 item(s)
JSON
caption (1)
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table (1)
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1 · HEADER
2 · HEADER
3 · TEXT
4 · CAPTION
5 · TABLE
6
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Table integrity:
3 of 42 cells don't match the text layer at their coordinates.
r1c5 (0%): “10,463”
r3c5 (0%): “11,717”
r5c5 (0%): “12,488”
Page 39 JSON
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 3"
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"text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment 141S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=3.19\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=2.34 cfs 8,398 cf\nSubcatchment 143S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=3.19\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=1.53 cfs 6,233 cf\nSubcatchment 145S: DA P5 (4000 SF Roof) Runoff Area=4,000 sf 0.00% Impervious Runoff Depth=3.19\"\nTc=6.0 min CN=98/0 Runoff=0.24 cfs 1,062 cf\nSubcatchment 148S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.01\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.00 cfs 28 cf\nSubcatchment 149S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=0.00\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=0.00 cfs 0 cf\nSubcatchment 150S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.01\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.00 cfs 34 cf\nSubcatchment 172S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=3.19\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=0.43 cfs 1,394 cf\nPond 130P: SUBSURFACE Peak Elev=1.35' Storage=277 cf Inflow=0.24 cfs 1,062 cf\nOutflow=0.04 cfs 1,062 cf\nPond 144P: WQ Infiltration Basin #1 Peak Elev=95.51' Storage=2,258 cf Inflow=2.34 cfs 8,433 cf\nDiscarded=0.33 cfs 8,433 cf Primary=0.00 cfs 0 cf Outflow=0.33 cfs 8,433 cf\nPond 149P: WQ Infiltration Basin #2 Peak Elev=92.02' Storage=3,026 cf Inflow=1.53 cfs 6,261 cf\nDiscarded=0.08 cfs 6,261 cf Primary=0.00 cfs 0 cf Outflow=0.08 cfs 6,261 cf\nLink 147L: POA Inflow=0.43 cfs 1,394 cf Primary=0.43 cfs 1,394 cf\nTotal Runoff Area = 540,539 sf Runoff Volume = 17,150 cf Average Runoff Depth = 0.38\"\n88.84% Pervious = 480,194 sf 11.16% Impervious = 60,345 sf",
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Page 45
34 item(s)
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caption (1)
figure (1)
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1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TABLE
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32 · CAPTION
33 · FIGURE
34 · TEXT
Page 45 JSON
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Page 46
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Page 46 JSON
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Page 48
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Page 50
34 item(s)
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1 · HEADER
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"embedded_text": "Hydrograph\n0.46\n0.44 0.43 cfs\nNOAA 24-hr D\n0.42\n0.4\n2-Year Rainfall=3.42\"\n0.38\n0.36\nRunoff Area=5,250 sf\n0.34\n0.32\nRunoff Volume=1,394 cf\n0.3\n0.28\n(cfs) Runoff Depth=3.19\"\n0.26\n0.24\nFlow 0.2 Flow Length=150'\n0.22\n0.16 Tc=1.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)"
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Page 51
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1 · HEADER
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6 · TABLE
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16 · TEXT
17 · TABLE
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"text": "573 cf",
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"text": "ADS N-12 30\" x 6 Inside #1\\nInside= 30.0\"W x 30.0\"H => 4.90 sf x 20.00'L = 98.0 cf\\nOutside= 36.0\"W x 36.0\"H => 6.42 sf x 20.00'L = 128.3 cf\\nRow Length Adjustment= -1.00' x 4.90 sf x 3 rows",
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Page 52
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"r": 395.5216,
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"col": 2,
"rowspan": 1,
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"r": 502.944852,
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"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
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"colspan": 2,
"bbox_refit": true,
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"type": "table_cell",
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"r": 101.273013,
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"b": 353.417872
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"r": 531.965762,
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"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n3.100 in/hr Exfiltration over Surface area",
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85",
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"text": "Discharge (cfs)\n0.47\n0.49\n0.53\n0.59\n0.68\n0.79\n0.92\n1.06\n1.23\n1.41\n1.60\n1.81\n2.04\n2.27\n2.52\n2.77\n3.03\n3.29\n3.56\n3.82\n4.08\n4.34\n4.59\n4.81\n5.02\n5.17",
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"attrs": {
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Page 58
11 item(s)
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1 · HEADER
2 · HEADER
3 · TEXT
4 · CAPTION
5 · TABLE
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Page 58 JSON
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"text": "NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrinted 04/12/2025",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Surface (sq-ft)\n4,231\n4,274\n4,317\n4,360\n4,403\n4,446\n4,489\n4,532\n4,575\n4,618\n4,662\n4,705\n4,748\n4,791\n4,834\n4,877\n4,920\n4,963\n5,006\n5,049\n5,092\n5,138\n5,184\n5,229\n5,275\n5,321\n5,367\n5,413\n5,458\n5,504\n5,550\n5,596\n5,642\n5,687\n5,733\n5,779\n5,825\n5,871\n5,916\n5,962\n6,008\n6,057\n6,105\n6,154\n6,203\n6,251\n6,300\n6,349\n6,397\n6,446\n6,495\n6,543",
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"text": "Storage (cubic-feet)\n0\n213\n427\n644\n863\n1,085\n1,308\n1,534\n1,761\n1,991\n2,223\n2,457\n2,694\n2,932\n3,173\n3,415\n3,660\n3,907\n4,157\n4,408\n4,662\n4,917\n5,175\n5,436\n5,698\n5,963\n6,230\n6,500\n6,772\n7,046\n7,322\n7,601\n7,882\n8,165\n8,450\n8,738\n9,028\n9,321\n9,615\n9,912\n10,212\n10,513\n10,817\n11,124\n11,433\n11,744\n12,058\n12,374\n12,693\n13,014\n13,337\n13,663",
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Page 59
35 item(s)
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Page 59 JSON
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 19",
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"text": "Summary for Pond 149P: WQ Infiltration Basin #2",
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"text": "Inflow Area = 86,443 sf, 27.15% Impervious, Inflow Depth = 0.87\" for 2-Year event",
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"l": 51.6,
"t": 620.28,
"r": 550.8,
"b": 605.52
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"text": "Discarded = 0.08 cfs @ 14.36 hrs, Volume= 6,261 cf",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
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"order": 8,
"type": "table_cell",
"bbox": {
"l": 51.6,
"t": 605.52,
"r": 550.8,
"b": 590.76
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"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
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"order": 9,
"type": "table_cell",
"bbox": {
"l": 69.023569,
"t": 599.142469,
"r": 195.539615,
"b": 587.177889
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"text": "Routed to Link 147L : POA",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"t": 575.142469,
"r": 395.5216,
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 92.02' @ 14.36 hrs Surf.Area= 3,332 sf Storage= 3,026 cf",
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"t": 503.142469,
"r": 90.142207,
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"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"r": 148.95691,
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"text": "Invert\n91.00'",
"attrs": {
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"col": 1,
"rowspan": 1,
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"t": 503.142469,
"r": 234.422951,
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"text": "Avail.Storage\n13,818 cf",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
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"order": 16,
"type": "table_cell",
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"l": 246.044461,
"t": 503.142469,
"r": 502.944852,
"b": 477.137889
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"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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{
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"order": 17,
"type": "table_cell",
"bbox": {
"l": 57.360002,
"t": 465.222448,
"r": 101.273013,
"b": 379.337871
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"text": "Elevation\\n(feet)\n91.00\n92.00\n93.00\n94.00\n94.50",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
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"type": "table_cell",
"bbox": {
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"t": 465.222448,
"r": 185.72688,
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"rowspan": 1,
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"r": 354.642567,
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"t": 465.222448,
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"text": "Cum.Store\\n(cubic-feet)\n0\n2,974\n6,668\n11,206\n13,818",
"attrs": {
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"col": 3,
"rowspan": 1,
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"attrs": {
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"l": 70.320002,
"t": 353.382452,
"r": 82.177372,
"b": 341.417872
},
"text": "#1",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"id": "p59.5.6",
"order": 27,
"type": "table_cell",
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"l": 98.408891,
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"r": 135.204992,
"b": 341.417872
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"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
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"type": "table_cell",
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"l": 354.69794,
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"r": 383.299634,
"b": 317.417872
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"text": "93.80'",
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"colspan": 1,
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"r": 512.979659,
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"attrs": {
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{
"id": "p59.5.9",
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"l": 70.320002,
"t": 305.382452,
"r": 82.177372,
"b": 281.417872
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"text": "#2\n#3",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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{
"id": "p59.5.10",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 98.408891,
"t": 305.382452,
"r": 146.474595,
"b": 281.417872
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"text": "Device 1\nDiscarded",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
"id": "p59.5.11",
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"type": "table_cell",
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"text": "93.00'\n91.00'",
"attrs": {
"row": 2,
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{
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"bbox": {
"l": 220.679993,
"t": 305.382452,
"r": 531.965762,
"b": 281.297892
},
"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n1.050 in/hr Exfiltration over Surface area",
"attrs": {
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"rowspan": 1,
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{
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"type": "footnote",
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"text": "Discarded OutFlow Max=0.08 cfs @ 14.36 hrs HW=92.02' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.08 cfs)",
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"block_label": "vision_footnote"
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"text": "Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=91.00' (Free Discharge)\n1=Culvert to Subsurface Basin (Controls 0.00 cfs)\n2=Sharp-Crested Rectangular Weir (Controls 0.00 cfs)",
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Page 62
47 item(s)
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1 · HEADER
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4 · CAPTION
5 · TABLE
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Table integrity:
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r1c5 (0%): “10,463”
r3c5 (0%): “11,717”
r5c5 (0%): “12,488”
Page 62 JSON
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Page 63
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1 · HEADER
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3 · TEXT
4 · HEADING
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9 · FIGURE
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Page 64
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"text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. 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Page 66
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1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · TABLE
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32 · CAPTION
33 · FIGURE
34 · TEXT
Page 66 JSON
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Page 67
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1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TABLE
6
7
8
9
10
11
12
13
14
15 · CAPTION
16 · FIGURE
17 · FOOTNOTE
18 · FOOTER
Page 67 JSON
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Table integrity:
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r5c4 (0%): “Sheet Flow, Woods: Light underbrush n=0.400 P2=3.42" Shallo…”
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Page 70
41 item(s)
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39 · CAPTION
40 · FIGURE
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Page 71
34 item(s)
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caption (2)
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1 · HEADER
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30 · CAPTION
31 · CAPTION
32 · FIGURE
33 · TEXT
34 · FOOTER
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Page 75
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1 · HEADER
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Page 75 JSON
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Page 76
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Table integrity:
2 of 8 cells don't match the text layer at their coordinates.
r0c2 (0%): “29.12% Impervious,”
r0c3 (50%): “Inflow Depth = 1.70" for 10-Year event”
Page 76 JSON
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"t": 341.382452,
"r": 383.299634,
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"text": "97.60'",
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"t": 365.262472,
"r": 512.979659,
"b": 317.417872
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"text": "15.0\" Round Culvert to Subsurface Basin\\nL= 35.0' RCP, square edge headwall, Ke= 0.500\\nInlet / Outlet Invert= 95.00' / 97.60' S= -0.0743'' Cc= 0.900\\nn= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf",
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"text": "#2\n#3",
"attrs": {
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"type": "table_cell",
"bbox": {
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"t": 317.382452,
"r": 146.474595,
"b": 293.417872
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"text": "Device 1\nDiscarded",
"attrs": {
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"col": 1,
"rowspan": 1,
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"t": 317.382452,
"r": 208.918642,
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"text": "97.00'\n95.00'",
"attrs": {
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"t": 317.382452,
"r": 531.965762,
"b": 293.297892
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"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n3.100 in/hr Exfiltration over Surface area",
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 96.01' @ 13.34 hrs Surf.Area= 5,102 sf Storage= 4,717 cf\nPlug-Flow detention time= 98.2 min calculated for 15,369 cf (100% of inflow)\nCenter-of-Mass det. time= 98.2 min ( 878.4 - 780.2 )",
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1 · HEADER
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 40",
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Page 83
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1 · HEADER
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5 · TABLE
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Page 84
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"text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\n\nSubcatchment 141S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=9.24\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=6.54 cfs 24,350 cf\n\nSubcatchment 143S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=9.24\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=4.27 cfs 18,071 cf\n\nSubcatchment 145S: DA P5 (4000 SF Roof) Runoff Area=4,000 sf 0.00% Impervious Runoff Depth=9.24\"\nTc=6.0 min CN=98/0 Runoff=0.68 cfs 3,080 cf\n\nSubcatchment 148S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=1.83\"\nFlow Length=316' Slope=0.0200 /' Tc=13.1 min CN=39/0 Runoff=1.31 cfs 9,627 cf\n\nSubcatchment 149S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=1.14\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=1.65 cfs 31,994 cf\n\nSubcatchment 150S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=1.83\"\nFlow Length=196' Slope=0.0100 /' Tc=14.8 min CN=39/0 Runoff=1.50 cfs 11,767 cf\n\nSubcatchment 172S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=9.24\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=1.19 cfs 4,042 cf\n\nPond 130P: SUBSURFACE Peak Elevation=4.98' Storage=1,335 cfs Runoff=0.68 cfs 3,080 cf\nOutflow=0.04 cfs 3,080 cf\n\nPond 144P: WQ Infiltration Basin #1 Peak Elevation=97.79' Storage=15,241 cfs Runoff=7.21 cfs 36,117 cf\nDiscarded=0.49 cfs 34,901 cf Primary=0.17 cfs 1,215 cfs Outflow=0.66 cfs 36,117 cf\n\nPond 149P: WQ Infiltration Basin #2 Peak Elevation=94.41' Storage=13,337 cfs Runoff=5.06 cfs 27,698 cf\nDiscarded=0.13 cfs 18,586 cfs Primary=0.57 cfs 9,111 cfs Outflow=0.70 cfs 27,698 cf\n\nLink 147L: POA Runoff Volume = 102,930 cfs Average Runoff Depth = 2.29\"\n88.84% Pervious = 480,194 cfs Runoff Depth = 11.16% Impervious = 60,345 cfs",
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Page 86
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Page 88
18 item(s)
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Page 89
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34 · CAPTION
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Page 90
39 item(s)
JSON
caption (1)
figure (1)
footnote (1)
header (1)
table (1)
table_cell (31)
text (2)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TABLE
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37 · CAPTION
38 · FIGURE
39 · FOOTNOTE
Table integrity:
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r5c4 (0%): “Sheet Flow, Woods: Light underbrush n=0.400 P2=3.42" Shallo…”
Page 90 JSON
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Page 91
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1 · HEADER
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41 · CAPTION
42 · FIGURE
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Page 93
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Table integrity:
6 of 15 cells don't match the text layer at their coordinates.
r1c0 (8%): “Inflow Area = 4,000 sf, 0.00% Impervious, Inflow Depth = 9.…”
r2c0 (13%): “Inflow = 0.68 cfs @ 12.14 hrs, Volume= 3,080 cf”
r7c0 (0%): “Volume Invert Avail.Storage Storage Description”
r11c0 (20%): “1,339 cf Total Available Storage”
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"text": "102 Sams -REV 12-02-25 NOAA 2\nPrepared by Haler Consulting\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC",
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"t": 599.142469,
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"t": 563.142469,
"r": 413.896973,
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"type": "table_cell",
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"t": 506.844,
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"b": 489.408
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"text": "#2A 1.00' 573 cf 2,664 cf Overall - 751 cf Embedded = 1,914 cf x 40.0% Voids",
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"type": "table_cell",
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"t": 489.222448,
"r": 517.204542,
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"text": "ADS N-12 30\" x 6 Inside #1\nInside= 30.0\"W x 30.0\"H => 4.90 sf x 20.00'L = 98.0 cf\nOutside= 36.0\"W x 36.0\"H => 6.42 sf x 20.00'L = 128.3 cf\nRow Length Adjustment= -1.00' x 4.90 sf x 3 rows",
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"type": "table_cell",
"bbox": {
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"t": 419.664,
"r": 558.48,
"b": 402.228
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"rowspan": 1,
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"r": 292.371571,
"b": 403.337871
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"attrs": {
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{
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"type": "table_cell",
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"t": 384.792,
"r": 558.48,
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"text": "Elevation\\n(feet)\n0.00\n0.05\n0.10\n0.15\n0.20\n0.25\n0.30\n0.35\n0.40\n0.45\n0.50\n0.55\n0.60\n0.65\n0.70\n0.75\n0.80\n0.85\n0.90\n0.95\n1.00\n1.05\n1.10\n1.15\n1.20\n1.25\n1.30\n1.35\n1.40\n1.45\n1.50\n1.55\n1.60\n1.65\n1.70\n1.75\n1.80\n1.85\n1.90\n1.95\n2.00\n2.05\n2.10\n2.15\n2.20\n2.25\n2.30\n2.35\n2.40\n2.45\n2.50\n2.55",
"attrs": {
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{
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"bbox": {
"l": 139.439999,
"t": 661.126246,
"r": 174.077645,
"b": 64.158859
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"text": "Surface\\n(sq-ft)\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533",
"attrs": {
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"col": 1,
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{
"id": "p96.5.3",
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"type": "table_cell",
"bbox": {
"l": 199.55999,
"t": 661.126246,
"r": 249.563969,
"b": 64.158859
},
"text": "Storage\\n(cubic-feet)\n0\n11\n21\n32\n43\n53\n64\n75\n85\n96\n107\n117\n128\n139\n149\n160\n171\n181\n192\n203\n213\n223\n231\n240\n247\n255\n264\n276\n289\n302\n317\n332\n347\n363\n379\n396\n413\n430\n448\n465\n483\n501\n520\n538\n557\n575\n594\n613\n632\n651\n669\n688",
"attrs": {
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"col": 2,
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},
{
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"order": 9,
"type": "table_cell",
"bbox": {
"l": 273.240005,
"t": 661.126246,
"r": 313.84958,
"b": 97.27883899999995
},
"text": "Elevation\\n(feet)\n2.60\n2.65\n2.70\n2.75\n2.80\n2.85\n2.90\n2.95\n3.00\n3.05\n3.10\n3.15\n3.20\n3.25\n3.30\n3.35\n3.40\n3.45\n3.50\n3.55\n3.60\n3.65\n3.70\n3.75\n3.80\n3.85\n3.90\n3.95\n4.00\n4.05\n4.10\n4.15\n4.20\n4.25\n4.30\n4.35\n4.40\n4.45\n4.50\n4.55\n4.60\n4.65\n4.70\n4.75\n4.80\n4.85\n4.90\n4.95\n5.00",
"attrs": {
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{
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"bbox": {
"l": 355.200005,
"t": 661.126246,
"r": 389.605666,
"b": 97.27883899999995
},
"text": "Surface\\n(sq-ft)\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533\n533",
"attrs": {
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{
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"bbox": {
"l": 415.320008,
"t": 661.126246,
"r": 465.528236,
"b": 97.27883899999995
},
"text": "Storage\\n(cubic-feet)\n707\n726\n745\n764\n782\n801\n819\n838\n856\n874\n891\n909\n926\n943\n960\n976\n992\n1,007\n1,022\n1,037\n1,050\n1,063\n1,075\n1,084\n1,092\n1,099\n1,107\n1,116\n1,126\n1,136\n1,147\n1,158\n1,168\n1,179\n1,190\n1,200\n1,211\n1,222\n1,232\n1,243\n1,254\n1,264\n1,275\n1,286\n1,296\n1,307\n1,318\n1,328\n1,339",
"attrs": {
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}
],
"excluded_furniture": {
"first": [],
"last": []
}
}
Page 97
36 item(s)
JSON
footnote (3)
header (1)
heading (1)
table (3)
table_cell (28)
1 · HEADER
2 · HEADING
3 · TABLE
4
5
6
7
8
9
10
11
12 · TABLE
13
14
15
16
17
18
19
20
21 · TABLE
22
23
24
25
26
27
28
29
30
31
32
33
34 · FOOTNOTE
35 · FOOTNOTE
36 · FOOTNOTE
Table integrity:
1 of 8 cells don't match the text layer at their coordinates.
r4c0 (0%): “Primary = 0.17 cfs @ 14.19 hrs, Volume= 1,215 cf”
Page 97 JSON
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{
"id": "p97.1",
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 100-Year Rainfall=9.48\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 57",
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"text": "Summary for Pond 144P: WQ Infiltration Basin #1",
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"t": 666,
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"text": "",
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"text": "Primary = 0.17 cfs @ 14.19 hrs, Volume= 1,215 cf"
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"children": [
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"order": 4,
"type": "table_cell",
"bbox": {
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"text": "Inflow Area = 108,596 sf, 29.12% Impervious, Inflow Depth = 3.99\" for 100-Year event",
"attrs": {
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"bbox": {
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"text": "Inflow = 7.21 cfs @ 12.11 hrs, Volume= 36,117 cf",
"attrs": {
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},
{
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"type": "table_cell",
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"r": 549.6,
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"text": "Outflow = 0.66 cfs @ 14.19 hrs, Volume= 36,117 cf, Atten= 91%, Lag= 124.7 min",
"attrs": {
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"text": "Discarded = 0.49 cfs @ 14.19 hrs, Volume= 34,901 cf",
"attrs": {
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"rowspan": 1,
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},
{
"id": "p97.3.5",
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"bbox": {
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"r": 549.6,
"b": 586.9333
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"text": "Primary = 0.17 cfs @ 14.19 hrs, Volume= 1,215 cf",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
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},
{
"id": "p97.3.6",
"order": 9,
"type": "table_cell",
"bbox": {
"l": 69.023569,
"t": 599.142469,
"r": 195.539615,
"b": 587.177889
},
"text": "Routed to Link 147L : POA",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p97.3.7",
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"type": "table_cell",
"bbox": {
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"t": 575.142469,
"r": 401.418122,
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 97.79' @ 14.19 hrs Surf.Area= 6,774 sf Storage= 15,241 cf",
"attrs": {
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"t": 539.142469,
"r": 419.686286,
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"text": "Plug-Flow detention time= 300.5 min calculated for 36,111 cf (100% of inflow)",
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"col": 0,
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"t": 505.2,
"r": 557.28,
"b": 389.04
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"text": "",
"attrs": {
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"n_cols": 5,
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"children": [
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"id": "p97.4.1",
"order": 13,
"type": "table_cell",
"bbox": {
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"t": 503.142469,
"r": 90.142207,
"b": 477.257868
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"text": "Volume\n#1",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"type": "table_cell",
"bbox": {
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"t": 503.142469,
"r": 148.95691,
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"text": "Invert\n95.00'",
"attrs": {
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"col": 1,
"rowspan": 1,
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"t": 503.142469,
"r": 234.422951,
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"text": "Avail.Storage\n16,706 cf",
"attrs": {
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"col": 2,
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"merged_continuation": true
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"type": "table_cell",
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"t": 503.142469,
"r": 502.944852,
"b": 477.137889
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"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 2,
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"type": "table_cell",
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"t": 465.222448,
"r": 101.273013,
"b": 391.337871
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"text": "Elevation\\n(feet)\n95.00\n96.00\n97.00\n98.00",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"type": "table_cell",
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"t": 465.222448,
"r": 185.72688,
"b": 391.337871
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"text": "Surf.Area\\n(sq-ft)\n4,231\n5,092\n6,008\n6,981",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
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"order": 19,
"type": "table_cell",
"bbox": {
"l": 227.371027,
"t": 465.222448,
"r": 354.642567,
"b": 391.337871
},
"text": "Inc.Store\\n(cubic-feet)\n0\n4,662\n5,550\n6,495",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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"type": "table_cell",
"bbox": {
"l": 216.402998,
"t": 465.222448,
"r": 354.689052,
"b": 391.337871
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"text": "Cum.Store\\n(cubic-feet)\n0\n4,662\n10,212\n16,706",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 2,
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"t": 379.92,
"r": 556.08,
"b": 291.84
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"text": "",
"attrs": {
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"n_rows": 3,
"n_cols": 4,
"integrity": {
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"children": [
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"order": 22,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 379.302451,
"r": 86.679256,
"b": 367.337871
},
"text": "Device",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"column_header": true,
"header_source": "heuristic"
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"id": "p97.5.2",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 98.407976,
"t": 379.302451,
"r": 135.030741,
"b": 367.337871
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"text": "Routing",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"header_source": "heuristic"
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"order": 24,
"type": "table_cell",
"bbox": {
"l": 182.045624,
"t": 379.302451,
"r": 208.824841,
"b": 367.337871
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"text": "Invert",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
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"id": "p97.5.4",
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"type": "table_cell",
"bbox": {
"l": 220.650048,
"t": 379.302451,
"r": 290.014595,
"b": 367.337871
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"text": "Outlet Devices",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 1,
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{
"id": "p97.5.5",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 70.320002,
"t": 365.382452,
"r": 82.177372,
"b": 353.417872
},
"text": "#1",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.5.6",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 98.408891,
"t": 365.382452,
"r": 135.204992,
"b": 353.417872
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"text": "Primary",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p97.5.7",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 354.69794,
"t": 341.382452,
"r": 383.299634,
"b": 329.417872
},
"text": "97.60'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.5.8",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 220.679993,
"t": 365.262472,
"r": 512.979659,
"b": 317.417872
},
"text": "15.0\" Round Culvert to Subsurface Basin\\nL= 35.0' RCP, square edge headwall, Ke= 0.500\\nInlet / Outlet Invert= 95.00' / 97.60' S= -0.0743'' Cc= 0.900\\nn= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf",
"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p97.5.9",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 70.320002,
"t": 317.382452,
"r": 82.177372,
"b": 293.417872
},
"text": "#2\n#3",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p97.5.10",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 98.408891,
"t": 317.382452,
"r": 146.474595,
"b": 293.417872
},
"text": "Device 1\nDiscarded",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p97.5.11",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 180.288471,
"t": 317.382452,
"r": 208.918642,
"b": 293.417872
},
"text": "97.00'\n95.00'",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
{
"id": "p97.5.12",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 220.679993,
"t": 317.382452,
"r": 531.965762,
"b": 293.297892
},
"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n3.100 in/hr Exfiltration over Surface area",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"order": 34,
"type": "footnote",
"bbox": {
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"r": 421.68,
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"text": "Plug-Flow detention time = 300.5 min calculated for 36,111 cf (100% of inflow)\nCenter-of-Mass det. time = 300.5 min (1,100.6 - 800.1)",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Surface (sq-ft)\n6,592\n6,640\n6,689\n6,738\n6,786\n6,835\n6,884\n6,932\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981",
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"text": "Storage (cubic-feet)\n13,991\n14,322\n14,655\n14,991\n15,329\n15,670\n16,013\n16,358\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706",
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Page 101
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12 · TABLE
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21 · TABLE
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34 · FOOTNOTE
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36 · FOOTNOTE
Table integrity:
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r4c0 (0%): “Primary = 0.57 cfs @ 13.56 hrs, Volume= 9,111 cf”
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 100-Year Rainfall=9.48\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 61",
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"text": "Inflow Area = 86,443 sf, 27.15% Impervious, Inflow Depth = 3.84\" for 100-Year event",
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"text": "Discarded = 0.13 cfs @ 13.56 hrs, Volume= 18,586 cf",
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"text": "Routed to Link 147L : POA",
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.41' @ 13.56 hrs Surf.Area= 5,362 sf Storage= 13,337 cf",
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"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
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"text": "Elevation\\n(feet)\n91.00\n92.00\n93.00\n94.00\n94.50",
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"text": "Surf.Area\\n(sq-ft)\n2,628\n3,320\n4,067\n5,010\n5,438",
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"text": "Inc.Store\\n(cubic-feet)\n0\n2,974\n3,694\n4,539\n2,612",
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"text": "Cum.Store\\n(cubic-feet)\n0\n2,974\n6,668\n11,206\n13,818",
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"attrs": {
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"text": "93.80'",
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"text": "6.0\" Round Culvert to Subsurface Basin\\nL= 35.0' RCP, square edge headwall, Ke= 0.500\\nInlet / Outlet Invert= 92.00' / 93.80' S= -0.0514'' Cc= 0.900\\nn= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf",
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"r": 146.474595,
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"text": "Device 1\nDiscarded",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
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"text": "93.00'\n91.00'",
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"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n1.050 in/hr Exfiltration over Surface area",
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"text": "Discarded OutFlow Max=0.13 cfs @ 13.56 hrs HW=94.41' (Free Discharge)\n3=Exfiltration (Exfiltration Controls 0.13 cfs)",
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"text": "1=Culvert to Subsurface Basin (Inlet Controls 0.57 cfs @ 2.89 fps)\n2=Sharp-Crested Rectangular Weir (Passes 0.57 cfs of 16.44 cfs potential flow)",
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Page 102
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1 · HEADER
2 · HEADER
3 · HEADER
4 · CAPTION
5 · FIGURE
6 · TEXT
7 · FOOTNOTE
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"text": "102 Sams -REV 12-02-25 NOAA\nPrepared by Haler Consulting\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC",
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"embedded_text": "Hydrograph\n5.06 cfs\nInflow Area=86,443 sf\n5 Peak Elev=94.41'\nStorage=13,337 cf\n4\n(cfs) 3\nFlow\n2\n0.70 cfs\n1\n0.57 cfs\n0.13 cfs\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72"
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1 · HEADER
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Page 108
1 item(s)
JSON
heading (1)
1 · HEADING
Page 108 JSON
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Page 109
13 item(s)
JSON
caption (5)
figure (2)
formula (2)
heading (1)
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1 · FIGURE
2
3
4
5
6
7 · FIGURE
8
9
10
11
12
13
Page 109 JSON
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"text": "Scour Hole:\nWo 2.00 ft\nDo 2.00 ft\nQ100 6.36 cfs\nq 3.18\nD 1.00 (Do or 0.5*Do)\nTw 0.21 ft"
},
{
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"text": "Dimensions:\nW1 4 ft\nW2 10 ft\nL1 6 ft\nL2 12 ft"
},
{
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"order": 4,
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"text": "Riprap where[p109.1.3.1] [p109.1.3.2]\nwhere Y=D_{0} d_{50}=\\frac{0.0082}{Tw}q^{1.33}\nY=0.5Do d50 0.28 ft Use 6\"\nY=Do d50 0.18 ft Use 6\"",
"children": [
{
"id": "p109.1.3.1",
"order": 5,
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"text": "\\text{Riprap}\\quad \\text{where } Y = \\tfrac{1}{2} D_{o}\\quad d_{50}=\\frac{0.0125}{Tw}q^{1.33}\\qquad \\text{where } Y = D_{o}\\quad d_{50}=\\frac{0.0082}{Tw}q^{1.33}\\\\ Y=0.5Do\\quad d50\\quad 0.28\\ \\text{ft}\\quad \\text{Use 6\"}\\\\ Y=Do\\quad d50\\quad 0.18\\ \\text{ft}\\quad \\text{Use 6\"}",
"attrs": {
"latex": "\\text{Riprap}\\quad \\text{where } Y = \\tfrac{1}{2} D_{o}\\quad d_{50}=\\frac{0.0125}{Tw}q^{1.33}\\qquad \\text{where } Y = D_{o}\\quad d_{50}=\\frac{0.0082}{Tw}q^{1.33}\\\\ Y=0.5Do\\quad d50\\quad 0.28\\ \\text{ft}\\quad \\text{Use 6\"}\\\\ Y=Do\\quad d50\\quad 0.18\\ \\text{ft}\\quad \\text{Use 6\"}",
"inline": true,
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"alt": "Riprap where Y equals tfrac 1 2 D sub o d sub 50 equals 0.0125 over Tw q to the power of 1.33 where Y equals D sub o d sub 50 equals 0.0082 over Tw q to the power of 1.33 Y equals 0.5 Do d50 0.28 ft Use 6\" Y equals Do d50 0.18 ft Use 6\"",
"notation": "latex",
"mathml": "<math aria-label=\"Riprap where Y equals tfrac 1 2 D sub o d sub 50 equals 0.0125 over Tw q to the power of 1.33 where Y equals D sub o d sub 50 equals 0.0082 over Tw q to the power of 1.33 Y equals 0.5 Do d50 0.28 ft Use 6" Y equals Do d50 0.18 ft Use 6"\" xmlns=\"http://www.w3.org/1998/Math/MathML\" display=\"inline\"><mrow><mtext>Riprap</mtext><mspace width=\"1em\" /><mtext>where </mtext><mi>Y</mi><mo>=</mo><mstyle displaystyle=\"false\" scriptlevel=\"0\"><mfrac><mrow><mn>1</mn></mrow><mrow><mn>2</mn></mrow></mfrac></mstyle><msub><mi>D</mi><mrow><mi>o</mi></mrow></msub><mspace width=\"1em\" /><msub><mi>d</mi><mrow><mn>50</mn></mrow></msub><mo>=</mo><mfrac><mrow><mn>0.0125</mn></mrow><mrow><mi>T</mi><mi>w</mi></mrow></mfrac><msup><mi>q</mi><mrow><mn>1.33</mn></mrow></msup><mspace width=\"2em\" /><mtext>where </mtext><mi>Y</mi><mo>=</mo><msub><mi>D</mi><mrow><mi>o</mi></mrow></msub><mspace width=\"1em\" /><msub><mi>d</mi><mrow><mn>50</mn></mrow></msub><mo>=</mo><mfrac><mrow><mn>0.0082</mn></mrow><mrow><mi>T</mi><mi>w</mi></mrow></mfrac><msup><mi>q</mi><mrow><mn>1.33</mn></mrow></msup><mspace linebreak=\"newline\" /><mi>Y</mi><mo>=</mo><mn>0.5</mn><mi>D</mi><mi>o</mi><mspace width=\"1em\" /><mi>d</mi><mn>50</mn><mspace width=\"1em\" /><mn>0.28</mn><mtext> </mtext><mtext>ft</mtext><mspace width=\"1em\" /><mtext>Use 6\"</mtext><mspace linebreak=\"newline\" /><mi>Y</mi><mo>=</mo><mi>D</mi><mi>o</mi><mspace width=\"1em\" /><mi>d</mi><mn>50</mn><mspace width=\"1em\" /><mn>0.18</mn><mtext> </mtext><mtext>ft</mtext><mspace width=\"1em\" /><mtext>Use 6\"</mtext></mrow></math>"
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"order": 6,
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"l": 48,
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"text": "\\begin{aligned} &\\text{Riprap} \\\\ &\\text{where } Y = \\tfrac{1}{2} D_o \\qquad d_{50}=\\frac{0.0125}{Tw}q^{1.33} \\\\ &\\text{where } Y = D_o \\qquad d_{50}=\\frac{0.0082}{Tw}q^{1.33} \\\\ &Y=0.5Do \\quad d50 \\quad 0.28\\ \\text{ft} \\quad \\text{Use 6\"} \\\\ &Y=Do \\quad d50 \\quad 0.18\\ \\text{ft} \\quad \\text{Use 6\"} \\end{aligned}",
"attrs": {
"latex": "\\begin{aligned} &\\text{Riprap} \\\\ &\\text{where } Y = \\tfrac{1}{2} D_o \\qquad d_{50}=\\frac{0.0125}{Tw}q^{1.33} \\\\ &\\text{where } Y = D_o \\qquad d_{50}=\\frac{0.0082}{Tw}q^{1.33} \\\\ &Y=0.5Do \\quad d50 \\quad 0.28\\ \\text{ft} \\quad \\text{Use 6\"} \\\\ &Y=Do \\quad d50 \\quad 0.18\\ \\text{ft} \\quad \\text{Use 6\"} \\end{aligned}",
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"alt": "begin aligned & Riprap & where Y equals tfrac 1 2 D sub o d sub 50 equals 0.0125 over Tw q to the power of 1.33 & where Y equals D sub o d sub 50 equals 0.0082 over Tw q to the power of 1.33 &Y equals 0.5 Do d50 0.28 ft Use 6\" &Y equals Do d50 0.18 ft Use 6\" end aligned",
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Page 110
15 item(s)
JSON
caption (5)
figure (2)
formula (4)
heading (1)
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1 · FIGURE
2
3
4
5
6
7
8
9 · FIGURE
10
11
12
13
14
15
Page 110 JSON
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"text": "Scour Hole:\nWo 2.00 ft\nDo 2.00 ft\nQ100 6.40 cfs\nq 3.20\nD 1.00 (Do or 0.5*Do)\nTw 0.31 ft"
},
{
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},
{
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"text": "Riprap where[p110.1.3.1] [p110.1.3.2]\nwhere[p110.1.3.3] [p110.1.3.4]\nY=0.5Do d50 0.19 ft Use 6\"\nY=Do d50 0.12 ft Use 6\"",
"children": [
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"text": "\\text{Riprap} \\text{where } Y = \\tfrac{1}{2} D_{o} \\qquad d_{50} = \\frac{0.0125}{Tw} q^{1.33} \\text{where } Y = D_{o} \\qquad d_{50} = \\frac{0.0082}{Tw} q^{1.33} Y=0.5Do \\quad d50 \\quad 0.19\\ \\text{ft} \\quad \\text{Use 6\"} Y=Do \\quad d50 \\quad 0.12\\ \\text{ft} \\quad \\text{Use 6\"}",
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"latex": "\\text{Riprap} \\text{where } Y = \\tfrac{1}{2} D_{o} \\qquad d_{50} = \\frac{0.0125}{Tw} q^{1.33} \\text{where } Y = D_{o} \\qquad d_{50} = \\frac{0.0082}{Tw} q^{1.33} Y=0.5Do \\quad d50 \\quad 0.19\\ \\text{ft} \\quad \\text{Use 6\"} Y=Do \\quad d50 \\quad 0.12\\ \\text{ft} \\quad \\text{Use 6\"}",
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"text": "\\text{Riprap} \\text{where } Y = \\tfrac{1}{2} D_o \\qquad d_{50}=\\frac{0.0125}{Tw}q^{1.33} \\text{where } Y = D_o \\qquad d_{50}=\\frac{0.0082}{Tw}q^{1.33} \\text{Y=0.5Do}\\quad d50 \\quad 0.19\\text{ ft} \\quad \\text{Use 6\"} \\text{Y=Do}\\quad d50 \\quad 0.12\\text{ ft} \\quad \\text{Use 6\"}",
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Page 112 JSON
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Page 116
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Page 120
38 item(s)
JSON
caption (1)
figure (1)
header (1)
table (1)
table_cell (31)
text (2)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TABLE
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37 · CAPTION
38 · FIGURE
Table integrity:
1 of 29 cells don't match the text layer at their coordinates.
r5c4 (0%): “Sheet Flow, Woods: Light underbrush n=0.400 P2=3.42" Shallo…”
Page 120 JSON
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{
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"embedded_text": "Hydrograph\n0.46\n0.44 0.43 cfs\nNOAA 24-hr D\n0.42\n0.4\n2-Year Rainfall=3.42\"\n0.38\n0.36\nRunoff Area=5,250 sf\n0.34\n0.32\nRunoff Volume=1,394 cf\n0.3\n0.28\n(cfs) Runoff Depth=3.19\"\n0.26\n0.24\nFlow 0.2 Flow Length=150'\n0.22\n0.16 Tc=1.4 min\n0.18\n0.12 CN=0/98\n0.14\n0.1\n0.08\n0.06\n0.04\n0.02\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)"
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Page 123
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footnote (4)
header (1)
heading (1)
table (3)
table_cell (40)
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2 · HEADING
3 · TABLE
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24 · TABLE
25
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33 · TABLE
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47 · FOOTNOTE
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49 · FOOTNOTE
Table integrity:
6 of 20 cells don't match the text layer at their coordinates.
r0c2 (0%): “29.12% Impervious,”
r0c3 (50%): “Inflow Depth = 0.93" for 2-Year event”
r1c3 (0%): “Volume= 8,433 cf”
r2c3 (0%): “Volume= 4,631 cf,”
Page 123 JSON
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 10",
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}
},
{
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"type": "table_cell",
"bbox": {
"l": 411.12,
"t": 625.2,
"r": 530.64,
"b": 612.88
},
"text": "Volume= 0 cf",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1
}
},
{
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 611.142458,
"r": 195.539615,
"b": 587.177889
},
"text": "Primary =\nRouted to Link 185L : POA",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
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"bbox": {
"l": 146.255659,
"t": 611.142458,
"r": 183.732499,
"b": 599.177878
},
"text": "0.26 cfs @",
"attrs": {
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"rowspan": 1,
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},
{
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"type": "table_cell",
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"t": 611.142458,
"r": 253.777868,
"b": 599.177878
},
"text": "12.92 hrs,",
"attrs": {
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"col": 2,
"rowspan": 1,
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"type": "table_cell",
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"l": 411.12,
"t": 612.88,
"r": 530.64,
"b": 600.56
},
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"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1
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"t": 492.96,
"r": 557.04,
"b": 376.32
},
"text": "",
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"l": 170.997811,
"t": 491.142469,
"r": 234.422951,
"b": 465.257868
},
"text": "Avail.Storage\n16,706 cf",
"attrs": {
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"col": 2,
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{
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"type": "table_cell",
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"l": 246.044461,
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"r": 502.944852,
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"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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{
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"type": "table_cell",
"bbox": {
"l": 57.360002,
"t": 453.222448,
"r": 101.273013,
"b": 379.337871
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"text": "Elevation\\n(feet)\n95.00\n96.00\n97.00\n98.00",
"attrs": {
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{
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"type": "table_cell",
"bbox": {
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"t": 453.222448,
"r": 185.72688,
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"text": "Surf.Area\\n(sq-ft)\n4,231\n5,092\n6,008\n6,981",
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"col": 1,
"rowspan": 1,
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"bbox": {
"l": 227.371027,
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"r": 354.642567,
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"text": "97.60'",
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"type": "table_cell",
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"t": 353.262472,
"r": 512.979659,
"b": 305.417872
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"b": 281.417872
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"r": 146.474595,
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"col": 1,
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"r": 208.918642,
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"text": "97.00'\n95.00'",
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"attrs": {
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nStarting Elev= 97.00' Surf.Area= 6,008 sf Storage= 10,212 cf\nPeak Elev= 97.83' @ 12.92 hrs Surf.Area= 6,819 sf Storage= 15,558 cf (5,346 cf above start)",
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"text": "Plug-Flow detention time = (not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time = 311.5 min (1,069.7 - 758.2)",
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{
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"text": "Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=97.00' (Free Discharge)\n3=Exfiltration (Controls 0.00 cfs)",
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"r": 462.96,
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"text": "Primary OutFlow Max=0.26 cfs @ 12.92 hrs HW=97.83' (Free Discharge)\n1=Culvert to Subsurface Basin (Inlet Controls 0.26 cfs @ 1.65 fps)\n2=Sharp-Crested Rectangular Weir (Passes 0.26 cfs of 6.63 cfs potential flow)",
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85",
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"text": "Discharge (cfs)\n0.00\n0.01\n0.05\n0.11\n0.19\n0.30\n0.42\n0.57\n0.73\n0.91\n1.10\n1.31\n1.54\n1.77\n2.01\n2.27\n2.53\n2.79\n3.06\n3.32\n3.58\n3.84\n4.08\n4.31\n4.52\n4.67",
"attrs": {
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"r": 444.395578,
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
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"r": 501.100731,
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"text": "Primary (cfs)\n0.00\n0.01\n0.05\n0.11\n0.19\n0.30\n0.42\n0.57\n0.73\n0.91\n1.10\n1.31\n1.54\n1.77\n2.01\n2.27\n2.53\n2.79\n3.06\n3.32\n3.58\n3.84\n4.08\n4.31\n4.52\n4.67",
"attrs": {
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Page 126
11 item(s)
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1 · HEADER
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4 · CAPTION
5 · TABLE
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Page 126 JSON
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Surface (sq-ft)\n4,231\n4,274\n4,317\n4,360\n4,403\n4,446\n4,489\n4,532\n4,575\n4,618\n4,662\n4,705\n4,748\n4,791\n4,834\n4,877\n4,920\n4,963\n5,006\n5,049\n5,092\n5,138\n5,184\n5,229\n5,275\n5,321\n5,367\n5,413\n5,458\n5,504\n5,550\n5,596\n5,642\n5,687\n5,733\n5,779\n5,825\n5,871\n5,916\n5,962\n6,008\n6,057\n6,105\n6,154\n6,203\n6,251\n6,300\n6,349\n6,397\n6,446\n6,495\n6,543",
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"text": "Storage (cubic-feet)\n0\n213\n427\n644\n863\n1,085\n1,308\n1,534\n1,761\n1,991\n2,223\n2,457\n2,694\n2,932\n3,173\n3,415\n3,660\n3,907\n4,157\n4,408\n4,662\n4,917\n5,175\n5,436\n5,698\n5,963\n6,230\n6,500\n6,772\n7,046\n7,322\n7,601\n7,882\n8,165\n8,450\n8,738\n9,028\n9,321\n9,615\n9,912\n10,212\n10,513\n10,817\n11,124\n11,433\n11,744\n12,058\n12,374\n12,693\n13,014\n13,337\n13,663",
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85",
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"text": "Storage (cubic-feet)\n13,991\n14,322\n14,655\n14,991\n15,329\n15,670\n16,013\n16,358\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706",
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Page 127
37 item(s)
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footnote (4)
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1 · HEADER
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12 · TABLE
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34 · FOOTNOTE
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Table integrity:
2 of 8 cells don't match the text layer at their coordinates.
r0c2 (0%): “27.15% Impervious,”
r0c3 (50%): “Inflow Depth = 0.87" for 2-Year event”
Page 127 JSON
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"text": "Inflow =\nOutflow =\nDiscarded =\nPrimary =\nRouted to Link 185L : POA",
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"text": "Volume\n#1",
"attrs": {
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"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
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"text": "Elevation\\n(feet)\n91.00\n92.00\n93.00\n94.00\n94.50",
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"attrs": {
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"text": "Inc.Store\\n(cubic-feet)\n0\n2,974\n3,694\n4,539\n2,612",
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"attrs": {
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"text": "93.80'",
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{
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"type": "table_cell",
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"t": 341.262472,
"r": 512.979659,
"b": 293.417872
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"text": "6.0\" Round Culvert to Subsurface Basin\\nL= 35.0' RCP, square edge headwall, Ke= 0.500\\nInlet / Outlet Invert= 92.00' / 93.80' S= -0.0514'' Cc= 0.900\\nn= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf",
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"b": 269.417872
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"attrs": {
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"col": 0,
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"r": 146.474595,
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"attrs": {
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"rowspan": 1,
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"id": "p127.5.11",
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"bbox": {
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"r": 208.918642,
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"text": "93.00'\n91.00'",
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"t": 293.382452,
"r": 531.965762,
"b": 269.29789200000005
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"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n1.050 in/hr Exfiltration X 0.00 over Surface area",
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nStarting Elev= 93.00' Surf.Area= 4,067 sf Storage= 6,668 cf\nPeak Elev= 93.98' @ 13.87 hrs Surf.Area= 4,994 sf Storage= 11,122 cf (4,455 cf above start)",
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"type": "footnote",
"bbox": {
"l": 51.84,
"t": 528.48,
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"b": 501.84
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"text": "Plug-Flow detention time = (not calculated: initial storage exceeds outflow)\nCenter-of-Mass det. time = 416.3 min (1,177.6 - 761.4)",
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{
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"text": "Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.00' (Free Discharge)\n3=Exfiltration (Controls 0.00 cfs)",
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"text": "Primary OutFlow Max=0.10 cfs @ 13.87 hrs HW=93.98' (Free Discharge)\n1=Culvert to Subsurface Basin (Inlet Controls 0.10 cfs @ 1.46 fps)\n2=Sharp-Crested Rectangular Weir (Passes 0.10 cfs of 7.28 cfs potential flow)",
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Page 128
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"text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35\n93.40\n93.45\n93.50\n93.55",
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"attrs": {
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"text": "Elevation (feet)\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50",
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Page 130
47 item(s)
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1 · HEADER
2 · HEADER
3 · TEXT
4 · CAPTION
5 · TABLE
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Page 131
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1 · HEADER
2 · HEADER
3 · TEXT
4 · HEADING
5 · TEXT
6 · TEXT
7 · CAPTION
8 · CAPTION
9 · FIGURE
10 · FOOTNOTE
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"text": "Inflow Area = 536,539 sf, 11.25% Impervious, Inflow Depth > 0.20\" for 2-Year event\nInflow = 0.43 cfs @ 12.10 hrs, Volume= 8,725 cf\nPrimary = 0.43 cfs @ 12.10 hrs, Volume= 8,725 cf, Atten= 0%, Lag= 0.0 min"
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"text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\nSubcatchment 170S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=5.14\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=3.70 cfs 13,553 cf\nSubcatchment 174S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=5.14\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=2.42 cfs 10,058 cf\nSubcatchment 178S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.28\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.07 cfs 1,487 cf\nSubcatchment 179S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=0.08\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=0.06 cfs 2,256 cf\nSubcatchment 180S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.28\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.09 cfs 1,818 cf\nSubcatchment 181S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=5.14\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=0.67 cfs 2,250 cf\nPond 183P: WQ Infiltration Basin #1 Peak Elevation=98.69' Storage=16,706 cfs Inflow=3.70 cfs 15,371 cf\nDiscarded=0.00 cfs 0 cf Primary=4.03 cfs 11,568 cf Outflow=4.03 cfs 11,568 cf\nPond 184P: WQ Infiltration Basin #2 Peak Elevation=94.29' Storage=12,701 cfs Inflow=2.42 cfs 11,545 cf\nDiscarded=0.00 cfs 0 cf Primary=0.47 cfs 7,983 cf Outflow=0.47 cfs 7,983 cf\nLink 185L: POA Inflow=4.64 cfs 24,056 cf Primary=4.64 cfs 24,056 cf\nTotal Runoff Area = 536,539 sf Runoff Volume = 31,422 cf Average Runoff Depth = 0.70\"\n88.75% Pervious = 476,194 sf 11.25% Impervious = 60,345 sf",
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Page 133
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Page 136
33 item(s)
JSON
caption (1)
figure (1)
header (1)
table (1)
table_cell (26)
text (2)
title (1)
1 · HEADER
2 · TITLE
3 · TEXT
4 · TEXT
5 · TABLE
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32 · CAPTION
33 · FIGURE
Page 136 JSON
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Page 139
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footnote (2)
header (1)
heading (1)
table (3)
table_cell (47)
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2 · HEADING
3 · TABLE
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54 · FOOTNOTE
Table integrity:
2 of 27 cells don't match the text layer at their coordinates.
r0c2 (50%): “29.12% Impervious,”
r0c3 (50%): “Inflow Depth =”
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 26",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
"attrs": {
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"type": "table_cell",
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"t": 661.126246,
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"text": "Discharge (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
"row": 0,
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"type": "table_cell",
"bbox": {
"l": 166.080002,
"t": 661.126246,
"r": 211.180733,
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
"row": 0,
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"type": "table_cell",
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"l": 233.160004,
"t": 661.126246,
"r": 267.536512,
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 291,
"t": 661.126246,
"r": 331.657282,
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85",
"attrs": {
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"r": 388.300713,
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"text": "Discharge (cfs)\n0.00\n0.01\n0.05\n0.11\n0.19\n0.30\n0.42\n0.57\n0.73\n0.91\n1.10\n1.31\n1.54\n1.77\n2.01\n2.27\n2.53\n2.79\n3.06\n3.32\n3.58\n3.84\n4.08\n4.31\n4.52\n4.67",
"attrs": {
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"col": 5,
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"bbox_refit": true,
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{
"id": "p141.3.7",
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"type": "table_cell",
"bbox": {
"l": 399.599991,
"t": 661.126246,
"r": 444.395578,
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"bbox": {
"l": 466.679993,
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"r": 501.100731,
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"text": "Primary (cfs)\n0.00\n0.01\n0.05\n0.11\n0.19\n0.30\n0.42\n0.57\n0.73\n0.91\n1.10\n1.31\n1.54\n1.77\n2.01\n2.27\n2.53\n2.79\n3.06\n3.32\n3.58\n3.84\n4.08\n4.31\n4.52\n4.67",
"attrs": {
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Page 142
11 item(s)
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1 · HEADER
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5 · TABLE
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Page 142 JSON
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"text": "NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrinted 04/12/2025",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Surface (sq-ft)\n4,231\n4,274\n4,317\n4,360\n4,403\n4,446\n4,489\n4,532\n4,575\n4,618\n4,662\n4,705\n4,748\n4,791\n4,834\n4,877\n4,920\n4,963\n5,006\n5,049\n5,092\n5,138\n5,184\n5,229\n5,275\n5,321\n5,367\n5,413\n5,458\n5,504\n5,550\n5,596\n5,642\n5,687\n5,733\n5,779\n5,825\n5,871\n5,916\n5,962\n6,008\n6,057\n6,105\n6,154\n6,203\n6,251\n6,300\n6,349\n6,397\n6,446\n6,495\n6,543",
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"text": "Storage (cubic-feet)\n0\n213\n427\n644\n863\n1,085\n1,308\n1,534\n1,761\n1,991\n2,223\n2,457\n2,694\n2,932\n3,173\n3,415\n3,660\n3,907\n4,157\n4,408\n4,662\n4,917\n5,175\n5,436\n5,698\n5,963\n6,230\n6,500\n6,772\n7,046\n7,322\n7,601\n7,882\n8,165\n8,450\n8,738\n9,028\n9,321\n9,615\n9,912\n10,212\n10,513\n10,817\n11,124\n11,433\n11,744\n12,058\n12,374\n12,693\n13,014\n13,337\n13,663",
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85",
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Page 143
49 item(s)
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footnote (4)
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1 · HEADER
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3 · TABLE
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24 · TABLE
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33 · TABLE
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41
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46 · FOOTNOTE
47 · FOOTNOTE
48 · FOOTNOTE
49 · FOOTNOTE
Table integrity:
3 of 20 cells don't match the text layer at their coordinates.
r0c2 (50%): “27.15% Impervious,”
r0c3 (50%): “Inflow Depth =”
r3c3 (0%): “Volume=”
Page 143 JSON
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},
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"attrs": {
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{
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"r": 102.065704,
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},
"text": "Outflow =\nDiscarded =",
"attrs": {
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"col": 0,
"rowspan": 1,
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},
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"text": "0.47 cfs @\n0.00 cfs @",
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},
{
"id": "p143.3.13",
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"t": 635.142458,
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"text": "12.71 hrs,\n0.00 hrs,",
"attrs": {
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"t": 623.142458,
"r": 302.07223,
"b": 599.177878
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"attrs": {
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"col": 3,
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"bbox": {
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"t": 611.142458,
"r": 195.539615,
"b": 587.177889
},
"text": "Primary =\nRouted to Link 185L : POA",
"attrs": {
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"rowspan": 1,
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"attrs": {
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"rowspan": 1,
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},
{
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"colspan": 1,
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},
{
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"order": 22,
"type": "table_cell",
"bbox": {
"l": 339.504,
"t": 613.12,
"r": 435.072,
"b": 600.92
},
"text": "Volume=",
"attrs": {
"row": 3,
"col": 3,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p143.3.20",
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"r": 387.085761,
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"text": "7,983 cf",
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"rowspan": 1,
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"t": 492.48,
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"b": 365.28
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"attrs": {
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"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"l": 246.044461,
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"col": 3,
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"colspan": 2,
"bbox_refit": true,
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{
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"type": "table_cell",
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"t": 453.222448,
"r": 101.273013,
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"attrs": {
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"col": 0,
"rowspan": 1,
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"t": 341.382452,
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"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p143.5.7",
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"type": "table_cell",
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"t": 317.382452,
"r": 383.299634,
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"text": "93.80'",
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"colspan": 1,
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"type": "table_cell",
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"t": 341.262472,
"r": 512.979659,
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"type": "table_cell",
"bbox": {
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"t": 293.382452,
"r": 82.177372,
"b": 269.417872
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"text": "#2\n#3",
"attrs": {
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"col": 0,
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"colspan": 1,
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"order": 43,
"type": "table_cell",
"bbox": {
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"t": 293.382452,
"r": 146.474595,
"b": 269.417872
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"text": "Device 1\nDiscarded",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
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"order": 44,
"type": "table_cell",
"bbox": {
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"t": 293.382452,
"r": 208.918642,
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"text": "93.00'\n91.00'",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"order": 45,
"type": "table_cell",
"bbox": {
"l": 220.679993,
"t": 293.382452,
"r": 531.965762,
"b": 269.29789200000005
},
"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n1.050 in/hr Exfiltration X 0.00 over Surface area",
"attrs": {
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"col": 3,
"rowspan": 1,
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"order": 46,
"type": "footnote",
"bbox": {
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"t": 574.8,
"r": 513.6,
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nStarting Elev= 93.00' Surf.Area= 4,067 sf Storage= 6,668 cf\nPeak Elev= 94.29' @ 12.71 hrs Surf.Area= 5,259 sf Storage= 12,701 cf (6,033 cf above start)",
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"bbox": {
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"r": 418.32,
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"text": "Plug-Flow detention time = 1,244.2 min calculated for 1,315 cf (11% of inflow)\nCenter-of-Mass det. time = 244.7 min (1,030.2 - 785.4)",
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"order": 48,
"type": "footnote",
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"b": 232.32
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"text": "Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.00' (Free Discharge)\n3=Exfiltration (Controls 0.00 cfs)",
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"r": 468.96,
"b": 183.36
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"text": "Primary OutFlow Max=0.47 cfs @ 12.71 hrs HW=94.29' (Free Discharge)\n1=Culvert to Subsurface Basin (Inlet Controls 0.47 cfs @ 2.39 fps)\n2=Sharp-Crested Rectangular Weir (Passes 0.47 cfs of 13.88 cfs potential flow)",
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Page 144
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"text": "NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrinted 04/12/2025",
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"text": "0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)",
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Page 146
35 item(s)
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1 · HEADER
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Page 147
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"text": "Ime span=0.00-/2.00 hrs, dt=0.01 hrs, /201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method\n\nSubcatchment 170S: DA P1 (Impervious) Runoff Area=31,625 sf 100.00% Impervious Runoff Depth=6.44\"\nFlow Length=450' Tc=3.0 min CN=0/98 Runoff=4.60 cfs 16,975 cf\n\nSubcatchment 174S: DA P2 (Impervious) Runoff Area=23,470 sf 100.00% Impervious Runoff Depth=6.44\"\nFlow Length=450' Tc=4.9 min CN=0/98 Runoff=3.00 cfs 12,598 cf\n\nSubcatchment 178S: DA P3 (Pervious) Runoff Area=62,973 sf 0.00% Impervious Runoff Depth=0.66\"\nFlow Length=316' Slope=0.0200'/' Tc=13.1 min CN=39/0 Runoff=0.27 cfs 3,449 cf\n\nSubcatchment 179S: DA P0 Pervious Runoff Area=336,250 sf 0.00% Impervious Runoff Depth=0.30\"\nFlow Length=679' Tc=49.8 min CN=33/0 Runoff=0.28 cfs 8,387 cf\n\nSubcatchment 180S: DA P4 (Pervious) Runoff Area=76,971 sf 0.00% Impervious Runoff Depth=0.66\"\nFlow Length=196' Slope=0.0100'/' Tc=14.8 min CN=39/0 Runoff=0.32 cfs 4,216 cf\n\nSubcatchment 181S: DA P6 (Impervious) Runoff Area=5,250 sf 100.00% Impervious Runoff Depth=6.44\"\nFlow Length=150' Tc=1.4 min CN=0/98 Runoff=0.84 cfs 2,818 cf\n\nPond 183P: WQ Infiltration Basin #1 Peak Elevation=99.23' Storage=16,706 cfs Inflow=4.63 cfs 21,191 cf\nDiscarded=0.00 cfs 0 cf Primary=5.91 cfs 17,388 cf Outflow=5.91 cfs 17,388 cf\n\nPond 184P: WQ Infiltration Basin #2 Peak Elevation=99.85' Storage=13,818 cfs Inflow=3.06 cfs 16,047 cf\nDiscarded=0.00 cfs 0 cf Primary=1.97 cfs 12,492 cfs Outflow=1.97 cfs 12,492 cf\n\nLink 185L: POA Inflow=7.07 cfs 41,085 cf Primary=7.07 cfs 41,085 cf\nTotal Runoff Area = 536,539 sf Runoff Volume = 48,444 cf Average Runoff Depth = 1.08\"\n88.75% Pervious = 476,194 sf 11.25% Impervious = 60,345 sf",
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Page 149
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Page 152
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1 · HEADER
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28 · CAPTION
29 · FIGURE
30 · FOOTER
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Page 153
43 item(s)
JSON
caption (2)
figure (2)
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1 · FIGURE
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5 · TABLE
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39 · CAPTION
40 · CAPTION
41 · FIGURE
42 · FOOTNOTE
43 · FOOTER
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"r": 523.2,
"b": 649.62
},
"text": "Inflow Area = 108,596 sf, 29.12% Impervious, Inflow Depth = 2.34\" for 25-Year event",
"attrs": {
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"t": 649.62,
"r": 523.2,
"b": 629.88
},
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"attrs": {
"row": 1,
"col": 0,
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"colspan": 1
}
},
{
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"order": 6,
"type": "table_cell",
"bbox": {
"l": 54.48,
"t": 629.88,
"r": 523.2,
"b": 610.14
},
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"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1
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},
{
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"order": 7,
"type": "table_cell",
"bbox": {
"l": 54.48,
"t": 610.14,
"r": 523.2,
"b": 590.4
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"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p155.3.5",
"order": 8,
"type": "table_cell",
"bbox": {
"l": 54.48,
"t": 590.4,
"r": 523.2,
"b": 570.66
},
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"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p155.3.6",
"order": 9,
"type": "table_cell",
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"l": 69.023569,
"t": 599.142469,
"r": 195.539615,
"b": 587.177889
},
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"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 575.142469,
"r": 511.516876,
"b": 539.177889
},
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"attrs": {
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"col": 0,
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 527.142469,
"r": 407.986212,
"b": 515.177889
},
"text": "Plug-Flow detention time= 627.7 min calculated for 7,176 cf (34% of inflow)",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"t": 492.72,
"r": 558.48,
"b": 376.32
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"text": "",
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"n_cols": 5,
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"children": [
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 491.142469,
"r": 90.142207,
"b": 465.257868
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"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
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"order": 14,
"type": "table_cell",
"bbox": {
"l": 120.355217,
"t": 491.142469,
"r": 148.95691,
"b": 465.257868
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"text": "Invert\n95.00'",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
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{
"id": "p155.4.3",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 170.997811,
"t": 491.142469,
"r": 234.422951,
"b": 465.257868
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"text": "Avail.Storage\n16,706 cf",
"attrs": {
"row": 0,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
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"order": 16,
"type": "table_cell",
"bbox": {
"l": 246.044461,
"t": 491.142469,
"r": 502.944852,
"b": 465.137889
},
"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
"attrs": {
"row": 0,
"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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},
{
"id": "p155.4.5",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 57.360002,
"t": 453.222448,
"r": 101.273013,
"b": 379.337871
},
"text": "Elevation\\n(feet)\n95.00\n96.00\n97.00\n98.00",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
"id": "p155.4.6",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 140.447365,
"t": 453.222448,
"r": 185.72688,
"b": 379.337871
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"text": "Surf.Area\\n(sq-ft)\n4,231\n5,092\n6,008\n6,981",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
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{
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"order": 19,
"type": "table_cell",
"bbox": {
"l": 227.371027,
"t": 453.222448,
"r": 354.642567,
"b": 379.337871
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"text": "Inc.Store\\n(cubic-feet)\n0\n4,662\n5,550\n6,495",
"attrs": {
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"rowspan": 1,
"colspan": 1,
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"l": 216.402998,
"t": 453.222448,
"r": 354.689052,
"b": 379.337871
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"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 2,
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"t": 367.92,
"r": 555.84,
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"attrs": {
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"attrs": {
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"col": 0,
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"type": "table_cell",
"bbox": {
"l": 98.408891,
"t": 353.382452,
"r": 135.204992,
"b": 341.417872
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"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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{
"id": "p155.5.7",
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"type": "table_cell",
"bbox": {
"l": 354.69794,
"t": 329.382452,
"r": 383.299634,
"b": 317.417872
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"text": "97.60'",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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{
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"order": 29,
"type": "table_cell",
"bbox": {
"l": 220.679993,
"t": 353.262472,
"r": 512.979659,
"b": 305.417872
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"attrs": {
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"col": 3,
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"colspan": 1,
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{
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"type": "table_cell",
"bbox": {
"l": 70.320002,
"t": 305.382452,
"r": 82.177372,
"b": 281.417872
},
"text": "#2\n#3",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
"id": "p155.5.10",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 98.408891,
"t": 305.382452,
"r": 146.474595,
"b": 281.417872
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"text": "Device 1\nDiscarded",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
"id": "p155.5.11",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 180.288471,
"t": 305.382452,
"r": 208.918642,
"b": 281.417872
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"text": "97.00'\n95.00'",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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"type": "table_cell",
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"t": 305.382452,
"r": 531.965762,
"b": 281.297892
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"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n3.100 in/hr Exfiltration X 0.00 over Surface area",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
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"order": 34,
"type": "footnote",
"bbox": {
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"t": 528.96,
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"text": "Plug-Flow detention time= 627.7 min calculated for 7,176 cf (34% of inflow) Center-of-Mass det. time= 157.8 min (947.5 - 789.7)",
"attrs": {
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{
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"order": 35,
"type": "footnote",
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"r": 423.6,
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"text": "Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=97.00' (Free Discharge)\n3=Exfiltration (Controls 0.00 cfs)",
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"r": 469.68,
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"text": "Primary OutFlow Max=5.86 cfs @ 12.12 hrs HW=99.21' (Free Discharge)\n1=Culvert to Subsurface Basin (Inlet Controls 5.86 cfs @ 4.77 fps)\n2=Sharp-Crested Rectangular Weir (Passes 5.86 cfs of 36.01 cfs potential flow)",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Discharge (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 166.080002,
"t": 661.126246,
"r": 211.180733,
"b": 64.158859
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 233.160004,
"t": 661.126246,
"r": 267.536512,
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"text": "Primary (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 291,
"t": 661.126246,
"r": 331.657282,
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85\n98.90\n98.95\n99.00\n99.05\n99.10\n99.15\n99.20",
"attrs": {
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"t": 661.126246,
"r": 388.300713,
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"text": "Discharge (cfs)\n0.00\n0.01\n0.05\n0.11\n0.19\n0.30\n0.42\n0.57\n0.73\n0.91\n1.10\n1.31\n1.54\n1.77\n2.01\n2.27\n2.53\n2.79\n3.06\n3.32\n3.58\n3.84\n4.08\n4.31\n4.52\n4.67\n4.85\n5.03\n5.20\n5.37\n5.53\n5.68\n5.83",
"attrs": {
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"bbox": {
"l": 399.599991,
"t": 661.126246,
"r": 444.395578,
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
"attrs": {
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"l": 466.679993,
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"r": 501.100731,
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"text": "Primary (cfs)\n0.00\n0.01\n0.05\n0.11\n0.19\n0.30\n0.42\n0.57\n0.73\n0.91\n1.10\n1.31\n1.54\n1.77\n2.01\n2.27\n2.53\n2.79\n3.06\n3.32\n3.58\n3.84\n4.08\n4.31\n4.52\n4.67\n4.85\n5.03\n5.20\n5.37\n5.53\n5.68\n5.83",
"attrs": {
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Page 158
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 25-Year Rainfall=6.68\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 45",
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"text": "Elevation (feet)\n95.00\n95.05\n95.10\n95.15\n95.20\n95.25\n95.30\n95.35\n95.40\n95.45\n95.50\n95.55\n95.60\n95.65\n95.70\n95.75\n95.80\n95.85\n95.90\n95.95\n96.00\n96.05\n96.10\n96.15\n96.20\n96.25\n96.30\n96.35\n96.40\n96.45\n96.50\n96.55\n96.60\n96.65\n96.70\n96.75\n96.80\n96.85\n96.90\n96.95\n97.00\n97.05\n97.10\n97.15\n97.20\n97.25\n97.30\n97.35\n97.40\n97.45\n97.50\n97.55",
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"text": "Surface (sq-ft)\n4,231\n4,274\n4,317\n4,360\n4,403\n4,446\n4,489\n4,532\n4,575\n4,618\n4,662\n4,705\n4,748\n4,791\n4,834\n4,877\n4,920\n4,963\n5,006\n5,049\n5,092\n5,138\n5,184\n5,229\n5,275\n5,321\n5,367\n5,413\n5,458\n5,504\n5,550\n5,596\n5,642\n5,687\n5,733\n5,779\n5,825\n5,871\n5,916\n5,962\n6,008\n6,057\n6,105\n6,154\n6,203\n6,251\n6,300\n6,349\n6,397\n6,446\n6,495\n6,543",
"attrs": {
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"text": "Storage (cubic-feet)\n0\n213\n427\n644\n863\n1,085\n1,308\n1,534\n1,761\n1,991\n2,223\n2,457\n2,694\n2,932\n3,173\n3,415\n3,660\n3,907\n4,157\n4,408\n4,662\n4,917\n5,175\n5,436\n5,698\n5,963\n6,230\n6,500\n6,772\n7,046\n7,322\n7,601\n7,882\n8,165\n8,450\n8,738\n9,028\n9,321\n9,615\n9,912\n10,212\n10,513\n10,817\n11,124\n11,433\n11,744\n12,058\n12,374\n12,693\n13,014\n13,337\n13,663",
"attrs": {
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"text": "Elevation (feet)\n97.60\n97.65\n97.70\n97.75\n97.80\n97.85\n97.90\n97.95\n98.00\n98.05\n98.10\n98.15\n98.20\n98.25\n98.30\n98.35\n98.40\n98.45\n98.50\n98.55\n98.60\n98.65\n98.70\n98.75\n98.80\n98.85\n98.90\n98.95\n99.00\n99.05\n99.10\n99.15\n99.20",
"attrs": {
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"r": 389.808242,
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"text": "Surface (sq-ft)\n6,592\n6,640\n6,689\n6,738\n6,786\n6,835\n6,884\n6,932\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981\n6,981",
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"text": "Storage (cubic-feet)\n13,991\n14,322\n14,655\n14,991\n15,329\n15,670\n16,013\n16,358\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706\n16,706",
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Page 159
49 item(s)
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1 · HEADER
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46 · FOOTNOTE
47 · FOOTNOTE
48 · FOOTNOTE
49 · FOOTNOTE
Table integrity:
3 of 20 cells don't match the text layer at their coordinates.
r0c2 (50%): “27.15% Impervious,”
r0c3 (50%): “Inflow Depth =”
r3c3 (0%): “Volume=”
Page 159 JSON
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"text": "102 Sams -REV 12-02-25 NOAA 24-hr D 25-Year Rainfall=6.68\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 46",
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"text": "2.23\" for 25-Year event",
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"text": "12.13 hrs,",
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},
{
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"type": "table_cell",
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"t": 647.142458,
"r": 302.091703,
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"attrs": {
"row": 1,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
"id": "p159.3.10",
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"text": "16,047 cf",
"attrs": {
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"rowspan": 1,
"colspan": 1,
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},
{
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 635.142458,
"r": 102.065704,
"b": 611.177878
},
"text": "Outflow =\nDiscarded =",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
}
},
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"order": 15,
"type": "table_cell",
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"t": 635.142458,
"r": 183.760976,
"b": 611.177878
},
"text": "1.97 cfs @\n0.00 cfs @",
"attrs": {
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"col": 1,
"rowspan": 1,
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"bbox_refit": true,
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},
{
"id": "p159.3.13",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 206.466148,
"t": 635.142458,
"r": 253.806345,
"b": 611.177878
},
"text": "12.37 hrs,\n0.00 hrs,",
"attrs": {
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"rowspan": 1,
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"bbox_refit": true,
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},
{
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"order": 17,
"type": "table_cell",
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"l": 259.865483,
"t": 623.142458,
"r": 302.07223,
"b": 599.177878
},
"text": "Volume=\nVolume=",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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},
{
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"order": 18,
"type": "table_cell",
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"t": 635.142458,
"r": 528.248175,
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},
"text": "12,492 cf, Atten= 35%, Lag= 14.4 min\n0 cf",
"attrs": {
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"col": 4,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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}
},
{
"id": "p159.3.16",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 54,
"t": 611.142458,
"r": 195.539615,
"b": 587.177889
},
"text": "Primary =\nRouted to Link 185L : POA",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
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"type": "table_cell",
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"l": 146.255659,
"t": 611.142458,
"r": 183.732499,
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},
"text": "1.97 cfs @",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p159.3.18",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 206.43767,
"t": 611.142458,
"r": 253.777868,
"b": 599.177878
},
"text": "12.37 hrs,",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p159.3.19",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 339.408,
"t": 612.56,
"r": 435.024,
"b": 600.28
},
"text": "Volume=",
"attrs": {
"row": 3,
"col": 3,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p159.3.20",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 343.315724,
"t": 611.142458,
"r": 387.085761,
"b": 599.177878
},
"text": "12,492 cf",
"attrs": {
"row": 3,
"col": 4,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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}
]
},
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"id": "p159.4",
"order": 24,
"type": "table",
"bbox": {
"l": 52.32,
"t": 492.48,
"r": 557.04,
"b": 365.28
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 2,
"n_cols": 5,
"integrity": {
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"type": "table_cell",
"bbox": {
"l": 54,
"t": 491.142469,
"r": 90.142207,
"b": 465.257868
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"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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},
{
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"type": "table_cell",
"bbox": {
"l": 246.044461,
"t": 491.142469,
"r": 502.944852,
"b": 465.137889
},
"text": "Storage Description\nCustom Stage Data (Prismatic) Listed below (Recalc)",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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}
},
{
"id": "p159.4.5",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 57.360002,
"t": 453.222448,
"r": 101.273013,
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"text": "Elevation\\n(feet)\n91.00\n92.00\n93.00\n94.00\n94.50",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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},
{
"id": "p159.4.6",
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"type": "table_cell",
"bbox": {
"l": 140.447365,
"t": 453.222448,
"r": 185.72688,
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"text": "Surf.Area\\n(sq-ft)\n2,628\n3,320\n4,067\n5,010\n5,438",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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},
{
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"order": 31,
"type": "table_cell",
"bbox": {
"l": 227.371027,
"t": 453.222448,
"r": 354.642567,
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},
"text": "Inc.Store\\n(cubic-feet)\n0\n2,974\n3,694\n4,539\n2,612",
"attrs": {
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"col": 2,
"rowspan": 1,
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{
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"bbox": {
"l": 216.402998,
"t": 453.222448,
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"text": "Cum.Store\\n(cubic-feet)\n0\n2,974\n6,668\n11,206\n13,818",
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"col": 3,
"rowspan": 1,
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"t": 355.302451,
"r": 135.030741,
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"r": 290.014595,
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"t": 341.382452,
"r": 82.177372,
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"r": 135.204992,
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"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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},
{
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"t": 317.382452,
"r": 383.299634,
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"text": "93.80'",
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"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"type": "table_cell",
"bbox": {
"l": 220.679993,
"t": 341.262472,
"r": 512.979659,
"b": 293.417872
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"text": "6.0\" Round Culvert to Subsurface Basin\\nL= 35.0' RCP, square edge headwall, Ke= 0.500\\nInlet / Outlet Invert= 92.00' / 93.80' S= -0.0514'' Cc= 0.900\\nn= 0.012 Corrugated PP, smooth interior, Flow Area= 0.20 sf",
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"col": 3,
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{
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"type": "table_cell",
"bbox": {
"l": 70.320002,
"t": 293.382452,
"r": 82.177372,
"b": 269.417872
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"text": "#2\n#3",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"id": "p159.5.10",
"order": 43,
"type": "table_cell",
"bbox": {
"l": 98.408891,
"t": 293.382452,
"r": 146.474595,
"b": 269.417872
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"text": "Device 1\nDiscarded",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
"id": "p159.5.11",
"order": 44,
"type": "table_cell",
"bbox": {
"l": 180.288471,
"t": 293.382452,
"r": 208.918642,
"b": 269.417872
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"text": "93.00'\n91.00'",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
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"order": 45,
"type": "table_cell",
"bbox": {
"l": 220.679993,
"t": 293.382452,
"r": 531.965762,
"b": 269.29789200000005
},
"text": "4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)\n1.050 in/hr Exfiltration X 0.00 over Surface area",
"attrs": {
"row": 2,
"col": 3,
"rowspan": 1,
"colspan": 1,
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"id": "p159.6",
"order": 46,
"type": "footnote",
"bbox": {
"l": 52.08,
"t": 575.04,
"r": 513.6,
"b": 537.84
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"text": "Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nStarting Elev= 93.00' Surf.Area= 4,067 sf Storage= 6,668 cf\nPeak Elev= 99.85' @ 12.37 hrs Surf.Area= 5,438 sf Storage= 13,818 cf (7,151 cf above start)",
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"order": 47,
"type": "footnote",
"bbox": {
"l": 51.84,
"t": 528.72,
"r": 409.92,
"b": 502.08
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"text": "Plug-Flow detention time= 617.6 min calculated for 5,824 cf (36% of inflow) Center-of-Mass det. time= 196.8 min ( 991.9 - 795.2 )",
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{
"id": "p159.8",
"order": 48,
"type": "footnote",
"bbox": {
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"t": 258.72,
"r": 424.08,
"b": 232.32
},
"text": "Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=93.00' (Free Discharge)\n3=Exfiltration (Controls 0.00 cfs)",
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"order": 49,
"type": "footnote",
"bbox": {
"l": 50.64,
"t": 222.48,
"r": 474.96,
"b": 182.88
},
"text": "Primary OutFlow Max=1.96 cfs @ 12.37 hrs HW=99.75' (Free Discharge)\n1=Culvert to Subsurface Basin (Outlet Controls 1.96 cfs @ 9.97 fps)\n2=Sharp-Crested Rectangular Weir (Passes 1.96 cfs of 149.56 cfs potential flow)",
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Page 160
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"text": "NOAA 24-hr D 25-Year Rainfall=6.68\"\nPrinted 04/12/2025",
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"text": "Elevation (feet)\n91.00\n91.10\n91.20\n91.30\n91.40\n91.50\n91.60\n91.70\n91.80\n91.90\n92.00\n92.10\n92.20\n92.30\n92.40\n92.50\n92.60\n92.70\n92.80\n92.90\n93.00\n93.10\n93.20\n93.30\n93.40\n93.50\n93.60\n93.70\n93.80\n93.90\n94.00\n94.10\n94.20\n94.30\n94.40\n94.50\n94.60\n94.70\n94.80\n94.90\n95.00\n95.10\n95.20\n95.30\n95.40\n95.50\n95.60\n95.70\n95.80\n95.90\n96.00\n96.10",
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"attrs": {
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"r": 211.180733,
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"text": "Discarded (cfs)\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
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"type": "table_cell",
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"text": "Elevation (feet)\n96.20\n96.30\n96.40\n96.50\n96.60\n96.70\n96.80\n96.90\n97.00\n97.10\n97.20\n97.30\n97.40\n97.50\n97.60\n97.70\n97.80\n97.90\n98.00\n98.10\n98.20\n98.30\n98.40\n98.50\n98.60\n98.70\n98.80\n98.90\n99.00\n99.10\n99.20\n99.30\n99.40\n99.50\n99.60\n99.70\n99.80",
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Page 162
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"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."
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Page 168
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1 · HEADER
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Page 169
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"text": "Hydrologic Soil Group—Ocean County, New Jersey",
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"text": "Area of Interest (AOI)"
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"embedded_text": "of Interest (AOI) C\nArea of Interest (AOI)\nC/D\nSoils\nD\nSoil Rating Polygons\nA Not rated or not available\nA/D Water Features\nStreams and Canals\nB\nTransportation\nB/D\nRails\nC\nInterstate Highways\nC/D\nUS Routes\nD\nMajor Roads\nNot rated or not available\nLocal Roads\nSoil Rating Lines\nBackground\nA\nAerial Photography\nA/D\nB\nB/D\nC\nC/D\nD\nNot rated or not available\nSoil Rating Points\nA\nA/D\nB\nB/D"
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"text": "The soil surveys that comprise your AOI were mapped at 1:24,000."
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"text": "Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale."
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"text": "Please rely on the bar scale on each map sheet for map measurements."
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"text": "Source of Map: Natural Resources Conservation Service\nWeb Soil Survey URL:\nCoordinate System: Web Mercator (EPSG:3857)\nMaps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.\nThis product is generated from the USDA-NRCS certified data as of the version date(s) listed below.\nSoil Survey Area: Ocean County, New Jersey\nSurvey Area Data: Version 23, Aug 28, 2025\nSoil map units are labeled (as space allows) for map scales 1:50,000 or larger.\nDate(s) aerial images were photographed: Jun 4, 2022—Jul 22, 2022\nThe orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident."
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Page 176
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Page 177
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1 · FIGURE
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r6c2 (0%): “Stream and Canals”
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