===== PAGE 1 =====
Kevin P. McDonough (1953-1994)
John H. Rea, P.E.
Jay S. Troutman, Jr., P.E.
Scott T. Kennel
December 23, 2025
Jackson Township Planning Board
95 West Veterans Highway
Jackson, New Jersey 08527
Re: Proposed Residential Subdivision.
Lots 29 & 30 in Block 20101
102 Sams Road
Jackson Township, Ocean County
MRA File No. 25-202
## Dear Board Members:
McDonough & Rea Associates (MRA) has been asked to provide the Planning Board with a Traffic Impact Analysis for a proposed residential subdivision with 9 building lots to be located on the noted property on Sams Road. The property is located on the west side of Sams Road south of Gail Chambers Road, as shown on Figure 1, a Site Location Map, in the Appendix.
## SCOPE OF STUDY
In order to prepare a thorough Traffic Impact Analysis for the proposed residential subdivision, MRA conducted the following tasks:
1. Made field visits to the site to establish existing roadway and traffic conditions in the area.
2. Conducted peak hour traffic counts at the intersection of South Cooks Bridge Road/Gail Chambers Road in order to inventory existing peak hour traffic volumes.
3. Prepared estimates of traffic to be generated by the 9 single-family dwellings based on Institute of Transportation Engineers (ITE) data and local research.
4. Distributed site generated traffic north and south along South Cooks Bridge Road in accordance with anticipated arrival and departure patterns.
===== PAGE 2 =====
Jackson Township Planning Board
5. Prepared estimates of future traffic volume demand for a design year of 2035 in accordance with Ocean County Planning Board protocol.
6. Conducted level of service capacity analyses for the South Cooks Bridge Road and Gail Chambers Road intersection.
7. Reviewed the Subdivision Plan with respect to adherence to New Jersey Residential Site Improvement Standards (RSIS) and conformance with proper traffic engineering principles.
The following report sets forth the database accumulated and the conclusions reached with respect to the proposed residential subdivision.
## EXISTING CONDITIONS
The subject property is located on the west side of Sams Road south of its intersection with Gail Chambers Road in Jackson Township. Sams Road is a 2-lane north/south Municipal local roadway with a generally level and straight horizontal alignment in the vicinity of the site. Sams Road has a posted speed limit of 35 MPH. Gail Chambers Road is a local 2-ane collector roadway with an east/west orientation connecting to South Cooks Bridge Road east of Sams Road.
## EXISTING TRAFFIC VOLUMES
Traffic volume data was collected by conducted manual turning movement counts at the intersection of South Cooks Bridge Road/Gail Chambers Road. The counts were conducted during the AM and PM peak hours in October 2025. Table I details the AM and PM peak hour traffic volumes.
TABLEI
2025 EXISTING TRAFFIC VOLUMES
| ROADWAY | APPROACH | AM PSH | PM PSH |
| South Cooks Bridge Road | Northbound | 540 | 587 |
| Southbound | 560 | 590 |
| Gail Chambers Road | Eastbound | 59 | 64 |
| Westbound | 47 | 80 |
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## TRIP GENERATION/DISTRIBUTION
Estimates of traffic to be generated by the single-family homes were made after consulting data published in the 12^{th} Edition of the ITE Trip Generation Manual and by reviewing research traffic counts conducted by MRA at an existing single-family home development in Jackson Township with similar characteristics to the single-family homes proposed for the subject property (counts conducted at the Royal Grove subdivision on CR 528). Based on the results of the research counts at Royal Grove, it was found that morning and afternoon peak hour traffic volumes generated by those homes were higher than rates suggested by ITE data. Specifically, the following peak hour traffic generation rates were observed at Royal Grove.
## TABLE II
## TRIP GENERATION RATES ROYAL GROVE
#### AM PSH=1.3 Trips per Unit PM PSH=1.15 Trips per Unit
Based on the research data, the following Table illustrates the anticipated peak hour traffic generation for the subject property.
## TABLE III TRIP GENERATION 9 SINGLE-FAMILY HOMES
| AM PSH | PMPSH |
| IN | OUT | TOTAL | IN | OUT | TOTAL |
| 2 | 10 | 12 | 8 | 3 | 11 |
With respect to the distribution of site generated traffic, a review was made of access to employment and shopping opportunities in the area and the area roadway network. Accordingly, traffic was distributed as follows:
80 percent to and from the south
20 percent to and from the north
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Jackson Township Planning Board
## ANALYSIS OF FUTURE TRAFFIC
A design year of 2035 was assumed in accordance with Ocean County Planning Board protocol. Existing peak hour traffic volumes were expanded by 10 percent after reviewing the New Jersey Department of Transportation's (NJDOT) background traffic growth rate data for the area to develop the 2035 no-build traffic volumes. Site generated and distributed traffic was then surcharged onto no-build volumes to establish the 2035 build traffic volumes, as detailed in Table IV.
TABLE IV SOUTH COOKSBRIDGE ROAD AND GAIL CHAMBERS ROAD 2035 BUILD TRAFFIC VOLUMES
| ROADWAY | APPROACH | MOVEMENT | AMPSH | PMPSH |
| South Cooks Bridge Road | Northbound | Thru | 590 | 645 |
| Left | 40 | 67 |
| Southbound | Right | 11 | 21 |
| Thru | 615 | 650 |
| Gail Chambers Road | Eastbound | Left | 13 | 27 |
| Right | 56 | 40 |
Traffic engineers calculate levels of service of unsignalized intersections which relate to the quality of traffic flow. Level of service is a measure of average control delay. Average control delay is the time lost due to deceleration and the amount of time from when a vehicle is stopped for a traffic control device (or at the end of the queue) to when the vehicle departs the intersection. Delay is a relative quantity of driver discomfort, frustration, fuel consumption, and loss in travel time.
Levels of service range from “A” to “F” with “A” being the highest or best attainable level of service. Level of service “E” with average control delays of not more than 50 seconds per vehicle at an unsignalized intersection indicates near to or at capacity conditions and is generally considered the limit of acceptable level of service and delay.
Full definitions of levels of service for unsignalized intersections as well as level of service summaries are included in the Appendix. The intersections studied by this report were analyzed according to the procedures set forth in the Highway Capacity Manual 2022, using the McTrans Highway Capacity Software (HCS 2025).
===== PAGE 5 =====
Findings were that the exiting movements from the Gail Chambers Road to South Cooks Bridge Road, during the morning peak hour, will do so at level of service “C”. For the afternoon peak hour, the intersection will operate at level of service “D”. Therefore, the offsite South Cooks Bridge Road intersection will operate within acceptable traffic engineering parameters.
## SUBDIVISION PLAN
With respect to the residential subdivision cul-de-sac, we note that the new Jersey RSIS permits up to 24 single family homes to be constructed on a single point of access. Since 9 homes are proposed on the cul-de-sac, it complies with RSIS accessibility criteria. The Subdivision Plan details a 30-foot-wide roadway with parking permitted on both sides of the street in accordance with RSIS.
The proposed right-of-way of the proposed subdivision roadway is 50 feet in accordance with RSIS. Also, the right-of-way at the cul-de-sac bulb provides for a 50-foot radius also in compliance with RSIS.
## CONCLUSIONS
It is concluded, based on the analysis set forth in this report, that the construction of 9 single family homes on the noted property will generate approximately 12 new AM peak street hour trips and 11 new PM peak street hour trips. The Subdivision Plan has been designed in accordance with New Jersey RSIS.
A representative of MRA will be in attendance at an upcoming Jackson Township Planning Board meeting to provide expert testimony and answer any questions Board members, Board experts or the public may have.
Very truly yours,
John H. Rea, PE
Principal
cc: Eli Halpert, PE
Scott T. Kennel
Sr. Associate
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APPENDIX
===== PAGE 7 =====
| M R McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTING | FIGURE 1 |
| JOB NO. | DATE: |
| 25-202 | 2025 |
SITE LOCATION MAP
===== PAGE 8 =====
Mile Posts: 2.000 - 4.050
N COOKS BRIDGE RD (North to South)
| Street Name | South Cooks Bridge Road | |
| Jurisdiction | County | |
| Functional Class | Urban Minor Arterial | |
| Federal Aid - NHS Sy | STP | |
| Control Section | | |
| Speed Limit | 45 | |
| Number of Lanes | 2 | |
| Med. Type | None | |
| Med. Width | | |
| Pavement | 34 | 28 | 34 | 24 | 32 | 24 | |
| Shoulder | 10 | 12 | 12 | 12 | 4 | 8 | |
| Traffic Volume | | |
| Traffic Sta. ID | | |
| Structure No. | | |
| Enlarged Views | | |
Page Created: June. 2020
Date last inventoried: August 2011
SRI = 15110054
===== PAGE 9 =====
SAM ROAD SUBDIVISION
S. COOKS BRIDGE RD & GAIL CHAMBERS RD
JACKSON TOWNSHIP, OCEAN COUNTY
MRA JOB 25-202 THURSDAY AM COUNT
# McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076
File Name : 25202 gail chambers & cooks bridge am1
Site Code : 00025202
Start Date : 10/30/2025
Groups Printed-CARS - TRUCKS - SCHOOL BUS
Page No :1
| Groups Printed-CARS - TRUCKS - SCHOOL BUS | |
| South Cooks Bridge Road | South Cooks Bridge Road | Gail Chambers Road | |
| Southbound | Northbound | Eastbound | |
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
| 07:00 AM | 84 | 2 | 86 | 2 | 115 | 117 | 3 | 2 | 5 | 208 |
| 07:15 AM | 94 | 4 | 98 | 9 | 129 | 138 | 5 | 3 | 8 | 244 |
| 07:30 AM | 106 | 5 | 111 | 6 | 127 | 133 | 7 | 7 | 14 | 258 |
| 07:45 AM | 111 | 2 | 113 | 5 | 170 | 175 | 9 | 6 | 15 | 303 |
| Total | 395 | 13 | 408 | 22 | 541 | 563 | 24 | 18 | 42 | 1013 |
| 08:00 AM | 116 | 4 | 120 | 6 | 135 | 141 | 8 | 8 | 16 | 277 |
| 08:15 AM | 132 | 3 | 135 | 8 | 141 | 149 | 5 | 9 | 14 | 298 |
| 08:30 AM | 136 | 3 | 139 | 10 | 123 | 133 | 5 | 7 | 12 | 284 |
| 08:45 AM | 157 | 1 | 158 | 12 | 140 | 152 | 0 | 14 | 14 | 324 |
| Total | 541 | 11 | 552 | 36 | 539 | 575 | 18 | 38 | 56 | 1183 |
| 09:00 AM | 134 | 2 | 136 | 8 | 134 | 142 | 0 | 19 | 19 | 297 |
| 09:15 AM | 128 | 2 | 130 | 5 | 139 | 144 | 5 | 13 | 18 | 292 |
| 09:30 AM | 127 | 3 | 130 | 13 | 131 | 144 | 5 | 4 | 9 | 283 |
| 09:45 AM | 122 | 1 | 123 | 13 | 148 | 161 | 0 | 10 | 10 | 294 |
| Total | 511 | 8 | 519 | 39 | 552 | 591 | 10 | 46 | 56 | 1166 |
| Grand Total | 1447 | 32 | 1479 | 97 | 1632 | 1729 | 52 | 102 | 154 | 3362 |
| Approx % | 97.8 | 2.2 | | 5.6 | 94.4 | | 33.8 | 66.2 | | |
| Total % | 43.0 | 1.0 | 44.0 | 2.9 | 48.5 | 51.4 | 1.5 | 3.0 | 4.6 | |
| South Cook's Bridge Road | South Cook's Bridge Road | Gail Chambers Road | |
| Southbound | Northbound | Eastbound | |
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
| Peak Hour From 07:00 AM to 09:45 AM - Peak 1 of 1 |
| Intersection | 08:15 AM | | | |
| Volume | 559 | 9 | 568 | 38 | 538 | 576 | 10 | 49 | 59 | 1203 |
| Percent | 98.4 | 1.6 | | 6.6 | 93.4 | | 16.9 | 83.1 | | |
| 08:45 Volume | 157 | 1 | 158 | 12 | 140 | 152 | 0 | 14 | 14 | 324 |
| Peak Factor | | | | | | | | | | 0.928 |
| High Int. | 08:45 AM | 08:45 AM | 09:00 AM | |
| Volume | 157 | 1 | 158 | 12 | 140 | 152 | 0 | 19 | 19 | |
| Peak Factor | | | 0.899 | | | 0.947 | | | 0.776 | |
===== PAGE 10 =====
| South Cooks Bridge Road | South Cooks Bridge Road | Gail Chambers Road | |
| Southbound | Northbound | Eastbound | |
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
| 03:00 PM | 112 | 0 | 112 | 4 | 146 | 150 | 3 | 6 | 9 | 271 |
| 03:15 PM | 128 | 4 | 132 | 3 | 135 | 138 | 2 | 3 | 5 | 275 |
| 03:30 PM | 147 | 3 | 150 | 7 | 167 | 174 | 3 | 9 | 12 | 336 |
| 03:45 PM | 143 | 2 | 145 | 9 | 142 | 151 | 3 | 8 | 11 | 307 |
| Total | 530 | 9 | 539 | 23 | 590 | 613 | 11 | 26 | 37 | 1189 |
| 04:00 PM | 184 | 2 | 186 | 7 | 153 | 160 | 1 | 5 | 6 | 352 |
| 04:15 PM | 112 | 7 | 119 | 12 | 142 | 154 | 1 | 7 | 8 | 281 |
| 04:30 PM | 129 | 3 | 132 | 13 | 166 | 179 | 3 | 7 | 10 | 321 |
| 04:45 PM | 138 | 2 | 140 | 8 | 128 | 136 | 4 | 9 | 13 | 289 |
| Total | 563 | 14 | 577 | 40 | 589 | 629 | 9 | 28 | 37 | 1243 |
| 05:00 PM | 152 | 4 | 156 | 12 | 153 | 165 | 2 | 9 | 11 | 332 |
| 05:15 PM | 135 | 6 | 141 | 13 | 109 | 122 | 4 | 11 | 15 | 278 |
| 05:30 PM | 167 | 5 | 172 | 16 | 157 | 173 | 14 | 9 | 23 | 368 |
| 05:45 PM | 136 | 4 | 140 | 20 | 168 | 188 | 6 | 9 | 15 | 343 |
| Total | 590 | 19 | 609 | 61 | 587 | 648 | 26 | 38 | 64 | 1321 |
| Grand Total | 1683 | 42 | 1725 | 124 | 1766 | 1890 | 46 | 92 | 138 | 3753 |
| Approx % | 97.6 | 2.4 | | 6.6 | 93.4 | | 33.3 | 66.7 | | |
| Total % | 44.8 | 1.1 | 46.0 | 3.3 | 47.1 | 50.4 | 1.2 | 2.5 | 3.7 | |
| South Cooks Bridge Road | South Cooks Bridge Road | Gail Chambers Road | |
| Southbound | Northbound | Eastbound | |
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
| Peak Hour From 03:00 PM to 05:45 PM - Peak 1 of 1 |
| Intersection | 05:00 PM | 05:45 PM | 05:30 PM | 0.897 |
| Volume | 590 | 19 | 609 | 61 | 587 | 648 | 26 | 38 | 64 | 1321 |
| Percent | 96.9 | 3.1 | | 9.4 | 90.6 | | 40.6 | 59.4 | | |
| 05:30 Volume | 167 | 5 | 172 | 16 | 157 | 173 | 14 | 9 | 23 | 368 |
| Peak Factor | | | | | | | | | | |
| High Int. | 05:30 PM | 05:45 PM | 05:30 PM | |
| Volume | 167 | 5 | 172 | 20 | 168 | 188 | 14 | 9 | 23 | 0.696 |
| Peak Factor | | | 0.885 | | | 0.862 | | | 0.696 | |
===== PAGE 11 =====
| INDEX OF SHEETS: | |
| SHEET # | SHEET TITLE | INITIAL RELEASE: | REV. DATE |
| C100 | COVER SHEET | 10/05/2025 | |
| G200 | EXISING CONDITIONS & DEMOLUTION PLAN | 10/05/2025 | |
| C300 | SITE LAYOUT PLAN | 10/06/2024 | |
| C400 | CRADING'S DRAINAGE & UTILITY PLAN | 10/06/2025 | |
| C500 | LANDSCAPE'S TREE SAVE PLAN | 10/06/2024 | |
| C600 | LIGHTING PLAN | 10/06/2025 | |
| C800 | CONSTRUCTION DETAILS | 10/06/2025 | |
| C900 | CONSTRUCTION DETAILS | 10/06/2025 | |
| C100 | SOIL EROSION & SEDIMENT CONTROL PLAN | 10/06/2025 | |
| C100 | SOIL EROSION & SEDIMENT CONTROL PLAN | 10/06/2025 | |
| C1000 | EXISTING DRAINAGE AREA PLAN | 10/06/2025 | |
| C1001 | PROPOSED DRAINAGE AREA PLAN | 10/06/2025 | |
| C1002 | COLLECTION SYSTEM DRAINAGE AREA PLAN | 10/06/2025 | |
| C2000 | ROADWAY PROFILE PLAN | 10/06/2025 | |
| C2001 | ROADWAY CROSS SECTIONS | 10/06/2025 | |
| C2002 | ROADWAY CROSS SECTIONS | 10/06/2025 | |
| C2003 | ROADWAY CROSS SECTIONS | 10/06/2025 | |
| | | |
| | | |
| | | |
| | | |
| | | |
##
1. OWNER
10000000
101 SANS ROAD
Jackson, NJ 08527
2. APPLICANT
10000000
10000000
JACKSON, NJ 08527
3. THE PROPERTY IS SHOWN AS LOTS 29610, BLOCK 20101 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 302 AND CONSTS OF 577-9411.04 SF. OUTROUD AND TOPดGRAPH INFORMATION DEPICTED HEREON TAKEN FROM A PLAN DETISTED OUTROUD AND TOPGRAPH SURVEY FOR 102 SANS ROAD LOT 29620 BLOCK 20101 PREPARED BY CLEARPOINT SERVICES, LLC, DATED 06-04-2015
ZONE: R-1
PROPOSED USE: RESIDENTIAL
EXISTING IMPROVEMENTS ON LOTS 29620 TO REMAINED.
THE SITE WILL BE SERVED BY PUBLIC SEVER AND WATER.
THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMENTS, AGENCY REVIEW AND APPROVAL.
THE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY.
THIS SET OF PLANS HAS BEEN REPARRED FOR PURPOSE OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL.
THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE ISSUED FOR CONSTRUCTION.
EXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT Guaranteed AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VER�TE ALL INFORMATION TO HIS SATISFACTION FROM OR EXCAVATION, AND NOTIFY IN ONE CALL AS REQUIRED BY LAW. TEST PET INFORMATION SHALL BE GIVEN TO THE ENGINEER PERSON TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVID CONFLICTS.
ALL MATERIALS, WORKMAKSHP AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:
H.J. DEPARTMENT OF TRANSPORTATION/ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS CURRENTLY AUGURED.
CURRENT, PREVAILING WORKSPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS.
CURRENT, INVESTING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS:
STANDARDS FOR SODE Emission AND SEMENTANT CONTROL IN NEW JERSEY
CONTRACTOR SALL NOTIFY THE UNDERSE�GHED PROFESSIONA IMAGINATELY IF ANY FILED CONDITIONS ENCOUNTERED DIFFER� MATERIALS FROM THOSE REPRESENTED HEROIN AND/OR IF SUCH CONDITIONS, IN THE CONTRACTORS' DIBON WOULD OR COULD BEHHER THE DESIGN SHOWN HEREON DUMPHOPRATE OR INEFFECTIVE.
CONTRACTOR SALL COORDINATE ANY UTILITY POLE RELOCATIONS.
THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULAR PERMENTS, AGENCY REVIEW AND APPROVAL.
THE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY.
TO BE NOTIFIED
| BLOCK | LOT | PROPERTY LOCATION | OWNER | OWNER ADDRESS | RTL.STATE/ZIP | A |
| 20101 | 1.16 | 30 MEADOW RUN COURT | BERKWITS, YOSEF | 30 MEADOW RUN COURT | JACKSON NJ 08527 | |
| 20102 | 1.18 | 31 MEADOW RUN COURT | SPIRM, JONATHAN J & DSTROWIKY, G | 31 MEADOW RUN COURT | JACKSON NJ 08527 | |
| 20103 | 1.17 | 29 MEADOW RUN COURT | ROTSTEIN, ELJX SHANDY | 29 MEADOW RUN CTT | JACKSON NJ 08527 | |
| 20101 | 1.18 | 27 MEADOW RUN COURT | CAIKKOWSKI, EOWARD M BL & BRUGGET | 27 MEADOW RUN CTT | JACKSON NJ 08527 | |
| 20101 | 1.19 | 25 MEADOW RUN COURT | JINGE, AMANDA | 25 MEADOW RUN CTT | JACKSON NJ 08527 | |
| 20101 | 24 | 9 ITIAY COURT | ALCOOT, KEVIN & KRISTIN A | 9 ITIAY COURT | JACKSON NJ 08527 | |
| 20101 | 25 | 7 KITAY COURT | ROSENBERG, JAYM & BROCHO | 7 KITAY CTT | JACKSON NJ 08527 | |
| 20101 | 26 | 5 KITAY COURT | SCHWARZ, JOSHUA & MICHAL | 5 KITAY CTT | JACKSON NJ 08527 | |
| 20101 | 27 | 3 KITAY COURT | FELICIANO, JOSE & LORRAINE | 3 KITAY CTT | JACKSON NJ 08527 | |
| 20101 | 28 | 3 KITAY COURT | KONN, TUIMA | 3 KITAY COURT | JACKSON NJ 08527 | |
| 20102 | 29 | 102 SAMS ROAD | SHAKKI LLC | 3450 CAKTON STREET | SKOKE IL 60076 | |
| 20101 | 30 | SAMS ROAD | SHAKKI LLC | 3450 CAKTON STREET | SKOKE IL 60076 | |
| 20201 | 1 | 101 SAMS ROAD | BUTAN PLAZA PROPERTIES LLC | 201 BENDERMERE AVE | INTERLAKEN NJ 07712 | |
| 20201 | 2 | SAMS ROAD | SAMS ROAD I LLC | 172 COLONY DRIVE | JACKSON NJ 08527 | |
| 20201 | 3 | 111 SAMS ROAD | WEUTS, ROBERT & THERESA | 111 SAMS RO | JACKSON NJ 08527 | |
| 20201 | 4 | SAMS ROAD | SAMS ROAD I LLC | 172 COLONY DRIVE | JACKSON NJ 08527 | |
| 20201 | 5 | 117 SAMS ROAD | BUTLER, SCOTT & CYNTHIA | 117 SAMS RO | JACKSON NJ 08527 | |
| 20201 | 9 | 121 SAMS ROAD | NORALES, LUIS AIR | 121 SAMS RD | JACKSON NJ 08527 | |
| 20201 | 13 | 10 DOVE MILL CRESCENT | ECKHAUS, EHIMON Z & CEHEN, TZIPORAH | 184 STRATFORD PLAGE | LAKEWOOD NJ 08701 | |
| 20201 | 14 | 17 DOVE MILL CRESCENT | CZERK, YEHUDA | 17 DOVEMILL CRESCENT | JACKSON NJ 08527 | |
| 20301 | 15 | 15 DOVE MILL CRESCENT | MENTURA, ROCCO A | 15 DOVE MILL CRES | JACKSON NJ 08527 | |
| 20301 | 16 | 13 DOVE MILL CRESCENT | HOWARD, HARVIN | 13 DOVE MILL CRESCENT | JACKSON NJ 08527 | |
| 20301 | 17 | 11 DOVE MILL CRESCENT | SCHACHNOW, KEVIN & TEHILA | 11 DOVE MILL CRESCENT | JACKSON NJ 08527 | |
| 20301 | 27 | 559 E VETERANS HIGHWAY | TOV/THODOS LLC | 650 8TH ST | LAKEWOOD NJ 08701 | |
| 20301 | 28 | 539 E VETERANS HIGHWAY | TOV/THODOS LLC | 650 8TH ST | LAKEWOOD NJ 08701 | |
PROPERTY ADDITIONAL TEXT
Utilities: NJ Natural Gas Co., P.O. Box 1484, Wall, NJ 07719
JCP&L Co., 101 Crawford's Corner Road, Building #1, Suite 1-511, Holmdel NJ 07733
Monmouth Cablestation Assoc., 1501 16th Ave, Wall Tep, NJ 07719
Verizon New Jersey Inc., 777 Parkway Ave, Trenton, NJ 08818
| R-1 SUBDIVISION |
| REQUIRED | LOT 29 | LOT 30 | LOT 30.01 | LOT 30.02 | LOT 30.03 | LOT 30.04 | LOT 30.05 | LOT 30.06 | LOT 30.07 | LOT 30.08 | LOT 30.09 | LOT 30.10 | LOT 30.11 |
| MINIMUM REQUIRED LOT.DIMENSIONS | | | | | | | | | | | | | | |
| AREA | 1 ACRE | 4.99 ACRE | 8.21 ACRE | 1.00 ACRE | 1.00 ACRE | 1.00 ACRE | 1.41 ACRE | 1.01 ACRE | 1.10 ACRE | 1.08 ACRE | 2.39 ACRE | 1.22 ACRE | 0.458 ACRE | 0.341 ACRE |
| LOT WOTH (FEET) (AT WTH. FRONT SETBACK) | 150 | 337.67 | 631.60 | 217.17 | 181.63 | 165.95 | 150.00 | 209.81 | 150.51 | 178.20 | 151.00 | 150.25 | 177.79 | 122.31^{**} |
| LOT FRONTAGE (FEET) | 75 | 337.67 | 631.90 | 148.84 | 150.79 | 155.25 | 113.81 | 188.35 | 112.36 | 146.85 | 83.69 | 109.94 | 193.20 | 122.31 |
| LOT DEPTH (FEET) | 200 | 645.00 | 845.00 | 200.00 | 200.00 | 270.72 | 205.27 | 201.29 | 201.29 | 207.43 | 259.32 | 203.01 | 135.22^{**} | 165.95^{**} |
| MINIMUM REQUIRED YABD.DIMENSIONS | | | | | | | | | | | | | | |
| FRONT | 40 | | | 71.86 | 71.86 | 72.11 | 99.71 | 75.40 | 79.80 | 65.71 | 40.30 | 54.06 | N/A | N/A |
| SIDE (ONE) | 20 | | | 44.97 | 47.59 | 71.80 | 48.45 | 59.53 | 48.48 | 40.54 | 28.45 | 35.52 | N/A | N/A |
| REAR | 50 | | | 78.43 | 78.43 | 44.43 | 77.58 | 76.82 | 74.79 | 64.84 | 147.59 | 86.21 | N/A | N/A |
| MAX. BLDG. HEIGHT (FEET) | 35 | | | <35 | <35 | <35 | <35 | <35 | <35 | <35 | <35 | <35 | N/A | N/A |
| MAX BLDG. COVERAGE (%) | 15 | | | 9.16 | 9.16 | 9.16 | 9.52 | 9.09 | 8.36 | 8.47 | 3.83 | 7.50 | N/A | N/A |
| PARKING | 4 SPACES/LOT | | | | | | | | | | | | | |
CERTIFICATION: APPROVED BY THE PLANING BOARD OF JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY RESOLUTION NO.:
| CHAIRMAN | DATE |
| SECRETARY | DATE |
| ENGINEER | DATE |
| COVER SHEET |
| PRELIMINARY AND MAJOR SUBDIVISION
102 SAMS ROAD
BLOCK 20101 LOT 29830
TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY
OWNER/APPLICANT: XXXXXXXXX |
640 HENMAN ROAD, UREY 1, JACKSON, NEW JERSEY 08527
PH: (732) 806-7541 F. (732) 806-7439
OFFICE/HALLERONS/SLATING.COM
COA ZHGAS821300 | PRELIMINARY
ERIC HALPERT
PROFESSIONAL ENGINEER AND PLANNER
NJ PELIC. NO. 55771 NJ PPL. LIC. NO. 6488 | PROJECT NO.
25016
SCALE
AS SHOWN |
| DATE
10-06-2025 |
| SHEET NO.
C100 |
===== PAGE 14 =====
| HALER CONSULTING SITE ENGINEERING | PRELIMINARY | PROJECT NO. 25-01B |
| SCALE $ 1' = 40'' $ |
| DATE 10-06-3025 |
| ERIC HALPERT |
| SHEET NO. C200 |
| PROFESSIONAL ENGINEER AND PLANNER NUPE LIC. NO. S571 NUPP LIC. NO. 6488 |
EXISTING CONDITIONS PLAN
PRELIMINARY AND MAJOR SUBDIVISION
102 SAMS ROAD
BLOCK 20101 LOT 29E30
TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY
OWNER/APPLICANT: XXXXXXXXX
WETLAND CENTERLINE, NJSFHADF LINE, WETLAND FLAGS, 2 & 100 YEAR FLOOD LINES,
AIL LINES REFERENCE PER MAP TITTLED HEC-RAS PLAN FOR BLOCK 20101 LOT 30 AND
APPROVED BY THE NJDEP FILE # 1511-06-003.1LUP240001
===== PAGE 15 =====
===== PAGE 16 =====
LEVEL OF SERVICE CRITERIA FOR TWO-WAY STOP-CONTROLLED INTERSECTIONS1
| Level of Service | Average Control Delay |
| A | ≤ 10.0 Seconds Per Vehicle |
| B | > 10.0 and ≤ 15.0 Seconds Per Vehicle |
| C | > 15.0 and ≤ 25.0 Seconds Per Vehicle |
| D | > 25.0 and ≤ 35.0 Seconds Per Vehicle |
| E | > 35.0 and ≤ 50.0 Seconds Per Vehicle |
| F | > 50.0 Seconds Per Vehicle |
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HCS™ TWSC Version 2025 25-202AFB.xtw
| Vehicle Volumes and Adjustments |
| Approach | Eastbound | Westbound | Northbound | Southbound |
| Vozenc | U | | | U | | R | U | | R | U | | U | | U | |
| Priority | | 10 | 11 | 12 | | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 |
| Number of Vozenc | | | | | | 0 | 0 | 0 | 0 | | | 0 | 0 | 0 | 0 |
| Configuration | | | LR | | | | | | L | T | | | | | TR |
| Volume (veh) | | | 12 | | 56 | | | | 40 | 80 | | | | 6 | 11 |
| Percent Heavy Vehicles (%) | | 3 | | 3 | | | | | 3 | | | | | | |
| Proportion of Vehicles Blocked | | | | | | | | | | | | | | | |
| Percent Grade (%) | | | 0 | | | | | | | | | | | | |
| Right to be in Control | | | | | | | | | | | | | | | |
| Median Type | Storage | Undivided | |
| Critical and Follow-up Headways |
| Base Critical Headway (sec) | | 7.1 | | 6.2 | | | | | 4.1 | | | | | | |
| Critical Headway (sec) | | 6.5 | | 6.2 | | | | | 4.5 | | | | | | |
| Base Follow-Up Headway (sec) | | 3.5 | | 3.3 | | | | | 2.2 | | | | | | |
| Follow-Up Headway (sec) | | 3.7 | | 3.6 | | | | | 2.2 | | | | | | |
| Delay, Queue Length, and Level of Service |
| Flow Rate, v (veh/h) | | | 72 | | | | | | 42 | | | | | | |
| Capacity (veh/h) | | | 3.5 | | | | | | 9.2 | | | | | | |
| v/c Ratio | | | 0.21 | | | | | | 0.05 | | | | | | |
| 95% Quality of Vehicles (veh) | | | 0.09 | | | | | | 0.01 | | | | | | |
| 95% Queue Length, Qs (ft) | | | 20.5 | | | | | | 2.6 | | | | | | |
| Control Index (scwh) | | | 18.2 | | | | | | 9.1 | | | | | | |
| Level of Service (LOS) | | | C | | | | | | A | | | | | | |
| Approach delay (scwh) | | | 18.2 | | | | | | 0.6 | | | | | | |
| Approach LOS | | C | | | | | A | |
| Copyright © 2025 University of Florida. All Rights Reserved. | Copyright © 2025 University of Florida. All Rights Reserved. |
| HCS Two-Way Stop-Control Report |
| General Information | Site Information |
| Analyst | STK | Intersection | SOUTH COOKS & GAIL CHAMBERS |
| Agency/Co | WRA | Jurisdiction | |
| Date Performed | 12/23/2025 | East/West Street | GAIL CHAMBERS |
| Analysis Year | 2035 | North/South Street | SOCOOKSBRIDGE RD |
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-202AFB BUILD |
| Lanes |
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Copyright © 2025 University of Florida. All Rights Reserved.
HCS™ TWSC Version 2025 25-2020 DEB vtw
Generated: 12/23/2025 2:22:28 PM
| HCS Two-Way Stop-Control Report |
| General Information | Site Information |
| Analyst | STK | Intersection | SOUTH COOKS & GAIL CHAMBERS |
| Agency | VBS | Underation | |
| Date Performed | 12/23/2025 | East/West Street | GAIL CHAMBERS |
| Analysis | 2025 | North/South | SOCOOKS RUBBERED |
| Time Analyzed | PM | Peak Hour Factor | 0.95 |
| Date of Cleanup | Non-soil | Analysis Time Period (h) | 0.25 |
| Project Description | 25-202PFB BUILD |
| Lanes |
| Vehicle Volumes and Adjustments |
| Approach | Eastbound | Westbound | Northbound | Southbound |
| Mileage (km) | 10 | 11 | 12 | 7 | 8 | 9 | 10 | 11 | 2 | 3 | 4U | 4 | 5 |
| Priority | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| Number of Veh. | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| Configuration | LR | L | T | TR |
| Volume (km) | 7 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| Percent Heavy Vehides (%) | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 |
| Proportion Time Blocked | | | | | | | | | | | | | |
| Percent Grade (%) | 0 | | | | | | | |
| Right-End Gas/Gasper | | | | | | | | |
| Median Type | Storage | Undivided | | | | | | | |
| Critical and Follow-up Headways |
| Base Critical Headway (sec) | 7.1 | 6.2 | | | | | 4.1 | | | | | | |
| Critical Headway (sec) | 3.1 | 3.2 | | | | | 1.1 | | | | | | |
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | | | | | 2.2 | | | | | | |
| Flow Up Headway (sec) | 3.5 | 3.3 | | | | | 2.8 | | | | | | |
| Delay, Queue Length, and Level of Service |
| Flow Rate, v (veh/h) | 71 | 71 |
| Capacity (kWh) | 1.3 | | | | | | 2.8 | | | | | | |
| V/C Ratio | 0.33 | 0.08 |
| Capacity Qubit with Qv (kWh) | 3.5 | | | | | | 0.1 | | | | | | |
| 95% Queue Length, Qos (ft) | 35.8 | 7.7 |
| Control Delay (Veh) | 0.1 | 0.2 |
| Level of Service (LOS) | D | A |
| Approach Delay (Veh) | 2011 | 0.9 |
| Approach LOS | D | A |
