Drainage Report and Supplement 82625

c— BLOCK 151.03 FR, DWELLING] BLOCK 164.05 LOTtt | FR. DWELLING FRAME DWEl az FRAME DWELLING FRAME DWELLING LING $ % | # FRAME DWELLING FRAME DWELLING ane BIN 2 BE BLOCK 151 % FRAME DWELLING FR Se FR. LOT 17.04 eS ARAG FRAME DWELLING | BLOCK 151.05 < & - barac ce EAGLE ROCK J ¢ 2 BLOCK 151.03 RAM BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 LOT 13 We Oc 15 E DWELLING RESERVATION LOT 236 vor za4 LOT 231 BLOCK 151.05 LOT 12 BLOCK 151.05 LOT 228 LOT 225 LOT 240 * > oor SELES oa SEES SS = = = AV FTN BL Tae = v- =< a —_ 5 a v = v- > = 7 cares v > _ 3 v = v we ve, 1 S014 L Le , a —_ NG a a co a — é 7 a wenn Ce gy A a mm < WOODLAND AVENUE <= ( —\ Ss \ ~ . » \ NS 60" RIGHT AE yay PER Tax N > s 6 “ \ N MARY \ ~ gee CURB \ _ ~— 2 ~ peLgtan BLOCK SHEET FLOW mas PAVER l / ‘S50° 58° OQ"E .., 475.W0" / Paver e_-PAVER 0.0 MINUTES ra : A SEGMENT D2-D3 : iRoN / AREA E-| 3 FT @ 29.3% SLOPE on FOUND F _ | SHALLOW FLOW OND ; 14,526 SF. | IMPERVIOUS AREAS 4 F . Aad 0.0 MINUTES | \ \ \ ry ; 17,575 SF. | GRASS, GOOD (HSG C) e : BLock 152.02 Si - secs }\ 3LIOISF | TOTAL AREA SEGMENT D3-D4 \ 2 fe | -| 29 FT @ 3.4% SLOPE ! 18 | Bs = a BK , | S| SHALLOW FLOW lu BLOCK 152.02 | : 7 , a \ 0.2 MINUTES ¥ |. LOT 179 oa oa \ (gE / aH ea ; BLOCK 152.02 | eae ASPHALT a & BaASEME “ S ° . LOT 186 BLOCK 152.02 | FRAME DWELLING RANE S40 PARKING LOT amd 4 : na LOT 167 DWELLING le een cou — : -----~T7 e AW ae, [ SEGMENT D4-D5 gh 7 * 145 FT @ 2.2% SLOPE at \ es SHALLOW FLOW PARKING LOT . SEGMENT AI4- ALS SEGMENT Al-2- Al-3 . — 0.3 MINUTES eS snr 41 FT @ 2.44% SLOPE 4 24 FT @ 3.67% SLOPE [., \ - 1 & SHALLOW FLow [J SHALLOW FLOW yi a 0.3 MINUTES 0.1 MINUTES g oat" | ag, ~~ “GRASS PADDOCKS lg 7 poe ft eee <_< — j \ Ae IRAINAGE AREA LIMITS \. wns om gl Al-5) BLOCK 152.02 \ B 1 LOT 176 SEGMENT AI-3 - Al-4 4h ys on 33 -Al- 19 FT @ 3.89% SLOPE BLOCK 152.02 SEGMENT Al-5-Al-6\\ 33 FT @ 3.03% SLOPE SHEET FLOW F LOTS 176, 179 &181 30 FT @ 435% SLOPE | SHALLOW FLOW [oo 1.8 MINUTES i 150,302 SQ.FT. a) | SHALLOW FLOW 3.450 AC. FR. DWELLING a 0.1 MINUTES Sy \ Es . - ™ \ ave SEGMENT D5-D6 --——-- Bon ee? BLOCK 152.02 i cee 107 FT @ 1.0% SLOPE LOT 168 \ DRIVE 1 sToRy SHALLOW FLOW . BuILD 1.1 MINUTES: 50° 58" 00"W \ —~ T 15.00" \ Nn | Ne ns ----7 7 OFFICE BUILDING Oa 491.32 INDOOR RIDING RING \ \ -<- INV. 488.2 + STORY \ om JILDING ~L Bee | ~ BLOCK 152.02 \ \ LOT 165 ) \ \, GRAVEL , \ 4 mn oo AREA E-2 | wan \

W \ —~ T 15.00" \ Nn | Ne ns ----7 7 OFFICE BUILDING Oa 491.32 INDOOR RIDING RING \ \ -<- INV. 488.2 + STORY \ om JILDING ~L Bee | ~ BLOCK 152.02 \ \ LOT 165 ) \ \, GRAVEL , \ 4 mn oo AREA E-2 | wan \ DRIVE | 35,530 SF. IMPERVIOUS AREAS \ \ - / 58,832 SF. | GRASS, GOOD (HSG C) \ \ \ Pa o / 4,420 SF, | WOODS, GOOD (HSG C) | “0 ey UPPER & 27,460 SF. SAND RIDING RING = in FR. GARAGE eee AWN 17,504 SF. GRAVEL SURFACE \ SEGMENT D6-D7 ¥ cannes IX . 143,746 SF. TOTAL AREA \ mM we wa USDA SOILS DATA Zi \ | . \ 0.7 MINUTES \ SOIL. TYPE: BouB wi" BOONTON-URBAN LAND-BOONTON SUBSTRATUM COMPLES, Ze BEPIM TO WATER TABLS > 80 INCHES xen WA’ TAI > INCHI ae. BLOCK 152.02 DEPTH TO BEDROCK: > 72 INCHES. w > LOT 162 (s) B= ™~ 5 FRAME DWELLING — SAND RIDING ARENA a ~ We ™ we — — — —w — — am su, somen io FRAME DWELLING ne TR, ASPHALT PAvERS| Stites a PARKING LOT —— SEGMENT D7-D8 27 FT @ 3.7% SLOPE SHALLOW FLOW wer od 0.1 MINUTES . ns SEE a past > Sr oss TOTAL STUDY AREA: 175,847 S.F. os 5 N R DRIV! 38 af e y ny Z \ 25 aie i - et = SEGMENT D8-D9 725.00 ZT P.O. A\Y y SEGMENT D10-DI1 24 FT @ 4.2% SLOPE ~ ~ | / 16 FT @ 12.2% SLOPE “ SHALLOW FLOW FELGIAN BLOCK S _ $ SHALLOW FLOW (09) 0.1 MINUTES “ Tr cee = YW Se l ene — “enue \ 0.0 MINUTES “ | - 7 craven a | GRAVEL a | = | \ [SEGMENT D9-D10 CANNON STREET | STORM, Mi) , = \ M SEGMENT D12-D13 \ 17 FT @ 11.7% SLOPE <S0’ RIGHT OF WAY PER TAX "ait mive ve & j avers | PAVED wean \ NS | D 52 FT @ 5.8% SLOPE Ig IN SHALLOW FLOW MAPD \\ J on 2 sw Ly ae SHALLOW FLOW oy, 0.1 MINUTES \ 2 aa aH = == *0 | \ NICHOLAS AVENUE\. y 7 — a re ‘eg mT ee sis a === _ f = \ cso" GET my way eR Tax US sptan un woomon > mw JO a SEGMENT DI-DIZ, KE =ES=/ peut sock [oo | 2 INLET \ 4 & TER TOiMSHP RECORDS s _ 7 a 7 FT @ 28.6% SLOPE | \ y | ee Z 2 ——<—————— —_— SHALLOW FLOW s wo. mi aM aaa hv. 1889. 0.0 MINUTES > / = RiM 48131 BAFFLE WALL TOP 478.39 ey J ) Inv. OUT" 476.97 15" ROP \ i BRIDLE |paTH | \ \ BUILDINGS WITHIN 200 FT., EXCEPT | INV. 480.08 Y \ — Zo BLOCK. 152.27 \ ADJOINERS, WERE SCALED FROM ~ ~~ F GOOGLE EARTH PRO IMAGERY | BLOCK 152.26 - FRAME DWELLING \ | | LoT14 | BLOCK 152.26 BLOCK 162.26 BLOCK 152.26 BLOCK 152.26 LOT6 LOTS BLOCK 152.26 \ LOT 10 LoT7 LoT4 BLOCK 152.26 BLOCK 152.26 | BLOCK 152.26 Lots | LOT3 BLOCK 152.26 LOT9 LOT 2 | i ft FRAME DWELLING FRAME DWELLING EXISTING DRAINAGE AREAS PLAN FRAME DWELLING FRAME OWELLING | FRAME DWELLING \ Sheet

BLOCK 152.26 BLOCK 152.26 | BLOCK 152.26 Lots | LOT3 BLOCK 152.26 LOT9 LOT 2 | i ft FRAME DWELLING FRAME DWELLING EXISTING DRAINAGE AREAS PLAN FRAME DWELLING FRAME OWELLING | FRAME DWELLING \ Sheet DA-1 FRAME DWELLING FRAME DWELLING | FRAME DWELLING \ \ | FRAME. DWELLING FRAME DWELLING PROPOSED SITE IMPROVEMENTS | REFERENCES MONTCLAIR STABLES | THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 —S TAX MAP SHEET 77 | — | ASSOC, INC. 2204 MORRIS AVENUE, SUE 103, PO BOX 1717, UNION, NEW JERSEYS THE TOWNSHIP OF WEST ORANGE et _=—_ = __ DATED DECEMBER 12, 2024 ESSEX co UNTY, NEW JERSEY id CORT IStIe ecoeon INDICATED ON THE REFERENCED SURVEYS WAS TAKEN FROM CANNON STREET <S0’ RIGHT OF WAY PER TAX MAP? . . ° . Sy Certificate Of Authorization Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM AUGUST 20, 2025 Chet 1 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM JANUARY 6, 2025 PROFESSIONAL ENGINEER N.J. LICENSE GE31540 GRAPHIC SCALE 60 120 SCALE: 1°=30"