Steep Slopes Report 82625

Map Unit Description: Boonton - Urban land, Boonton substratum complex, 0 to 8 percent slopes---Essex County, New Jersey 12 Woodland Avenue Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C Ecological site: F144AY037MA - Moist Dense Till Uplands Hydric soil rating: No Description of Urban Land, Boonton Substratum Setting Landform: Ground moraines Landform position (three-dimensional): Lower third of mountainflank, upper third of mountainflank, center third of mountainflank Down-slope shape: Convex Across-slope shape: Linear Parent material: Surface covered by pavement, concrete, buildings, and other structures underlain by disturbed and natural soil material Typical profile H1 - 0 to 12 inches: material H2 - 12 to 47 inches: silt loam 2CBt1 - 47 to 58 inches: loamy sand 2CBt2 - 58 to 72 inches: loamy sand Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8s Hydric soil rating: Unranked Minor Components Udorthents, boonton substratum Percent of map unit: 10 percent Landform: Ground moraines Landform position (three-dimensional): Lower third of mountainflank, upper third of mountainflank, center third of mountainflank Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Data Source Information Soil Survey Area: Essex County, New Jersey Survey Area Data: Version 20, Sep 3, 2024 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/5/2025 Page 2 of 2

rc BLOCK 151.03 FR. DWELLING] BLOCK 151.05 Lortt FR. DWELLING LOT 12 Qz FRAME. DWELLING FRAME DWELLING FRAME DWELLING ae FRAME DWELLING FRAME DWELLING z: FE 2" ros % FRAME DWELLING FR Ss FR. ‘ e, * FRAME DWELLING BLOCK 151.05 P< & BLOCK 151.05 BLOCK 151.05 PARAGH LOT 13 mi BLOCK 151.03 | FRAME DWELLING paras FAGLE ROCK LoT 236 BLOCK 151.05 LOT 231 BLOCK 151.05 BLOCK 151.05 ne LOTT? BLOCK 151.05 LOT 234 LOT 228 LOT 225 LOT 240 REMOVE 14 L.F\CURB & PAVER WALK: + ai aia ar = = = =, = “ ZL ¥ oo 7 .— ¥ > ys v= tw ar 2 LC REMOVE 20 L.F CURB & PAVER WALK Wa - REMOVE 20 LF CURB & PAVER, hak WOODLAND AVENUE j w cas ( « x inns 4 \2 . SN | NC \ SU er ea of vn ek Tae Sou \ = . “ie nee \ \ N\ _ me : 1s" REP ait Nip ~ te ES Btid DEP, CURB _ _ rw: any POVER 5 PAVER ! . S50° 58 09"E PAVER S | ra 5 AM 7 REMOVE LIGHT POLE ] reno A . * We SOM POE FORMER HOUSE / kh one REMOVE “” 1 O Se * & SITE IMPROVEMENTS 7“ R& / CONCRETE XX g REMOVE PAVERS BLOCK 152.02 : a ae psn DRIVE ‘ LOT 172 g a Pn oa a” mm | a, | | | je * F ra An A | ee | y BLOCK 152.02 | a oe ; LOT 179 ! 28 IS|e 4g ! / x / BLOCK 152.02 ieds oe | ASPHALT, . BASEMENT LOT 186 BLOCK 152.02 | FRAME DWELLING “ae A ae Y PARKING LOT“ meds Bs : ; LOT 167 DWELLING & a Se ua MV xaos ma f- _---"- TT << we [38 ASPHALT i ie \ REMOVE PARKING LO ae \ Vy 2 PAREING Lar . | & WALKS | _ LIMIT OF WALK REMOVAL | 4 \ 1 gs | + is \ 4 " | . ‘AVE; Nv \ eg 7 4 | a a \ a i ren (ne | 3 REMOVE 1,654 SQ. FT. | : | REMOVE LIGHT POLE GRAVEL DRIVEWAY wat \ | oy aaa ol. “\ | (REMOVE LIGHT POLE- \ |, -_ Lf ar BLOCK 152.02 | | _— B “ q \ Loy 176 . o ~>bLA-— i BLOCK 152.02 e —_——- me | x * S REMOVE PORTIONS OF LOTS 176, 179 &18 of “| al \ REMOVE GAZEBO 3 GRAVEL DRIVE. SEE i 150302 Sar. EMOVE HOPPER & CONCRETE PAD FR. DWELLING | REMOVE RIP aX ham SITE PLAN FOR LIMITS i : - ' & 15” CMP at OF GRAVEL TO REMAIN \ ges Cee | BLOCK 152.02 y rank | GRAVEL ous ae > LOT 132 BLock 15202 624 sq. FT) s ; pRIVE 1 STORY, 2 \ BUILD - 58° 8 | ~ me 45.00" 0 SJ) : 4 4 \So.P. \ . F ae a \ Vote L__d3-- 4p INLET \ —_---7- 7 OFFICE BUILDING RY, eee \ Na ai a H : Sy PVC FENCE yor: 400.77 | __t\ \ 1 SToR, \ Rey t-REMOVE LIGHT POLE ‘ : 0" \\ 1 ae | ' 4 ; aor tes > Can 4 L pewove LIGHT POLES, TYP. i ' \ DS eave 1,228 0. KT ~ = masooe rion FS aE EXISTING SLOPES TABLE |_—4 \ \ REMQVE PAVERS AREA re o — 10. \ = vpren & REMOVE 598 S. F. FR. GARAGE 3 \ LOWER LEVELS GRAVEL DRIVEWAY AREA

T POLES, TYP. i ' \ DS eave 1,228 0. KT ~ = masooe rion FS aE EXISTING SLOPES TABLE |_—4 \ \ REMQVE PAVERS AREA re o — 10. \ = vpren & REMOVE 598 S. F. FR. GARAGE 3 \ LOWER LEVELS GRAVEL DRIVEWAY AREA 2: 5 3 \ 2 10.0% TO 14.99% 4,631 SQUARE FEET 3 28 3 4 | — Z% | {° AREA 3: wu * _— ze \ eae 15% 10 19.99% 1,626 SQUARE FEET <i BLOCK 152.02 : : ® xe 7 2 REMOVE WOOD RAWP- ; wi 23 LOT 162 ° 24 \ We TS S AREA 4: ge FRAME. DWELLING SN a REMOVE EXIST. SAND RIDING RING _~ \ : a 20.0% TO 24.99% 1,614 SQUARE FEET ra ~ 4 3 EMV te ™~ 24 | 5 AREA 5: we — SS nv \. \ gy, sever 25% AND GREATER 6,960 SQUARE FEET re FRAME DWELLING nee TANK ASPHALT on ~---+ PANERS| Stile PARKING LOT \ oH? : . \ wm _ : Sem isnt | |\ AS ar ae 7 BF onas Hagges 623 SQ. FT. ~ J a Zl N ra DRIVE ; 5 _ ove since REMOVE FENCES ~ We ea ~ Ef a a gee] ] | NCE 966 SQ. FT. j ay Me “IL & at oan \ = \ Be : | os |w50° 58" onw * 535.00" _——— fos — ! . ony = TECOTA LOCK vive BSE Re tye al > . > Fa = TATE — YW. Mee | — — g 7 crave. | | wer 4. CANNON STREET re me | a Lika ty nit oat ( paive { a wn -_ | q = = \ \ NI Z 7 5 i \ | \ \ CHOLAS AVENU ‘oe oan ~~ sen une 3 MAP? 8 ™~ 7 j \ \ / Bl alas e So we ad GR 482.19 \ 4 e, ___ — - 7 "3 i sr “Tl a = MEBs, BUSS rp arse \ | Tan | 279 sa ° ’ ™ HEM pemctpan | Nl V0 SONT \ BUILDINGS WITHIN 200 FT., EXCEPT | me feos mes Lo BLOCK 152.27 \ ADJOINERS, WERE SCALED FROM tL rer GOOGLE EARTH PRO IMAGERY | BLOCK 152.26 _ FRAME DWELLING \ | | LoT1 = TREES & STUMPS TO BE REMOVED BLOCK 152.26 BLOCK 152.26 \ BLOCK 152.26 BLOCK 152.26 LOT 6 | LOTS BLOCK 152.26 LOT7 LOT4 | Lor 10 BLOCK 152.26 BLOCK 152.28 EXISTING CONDITIONS STEEP SLOPES PLAN \ BLOCK 152.26 LOT8 | LOT 3 BLOCK 152.26 LOT9 LOT2 | ii MONTCLAIR STABLES | FRAME DWELLING TAX LOTS 176, 179 & 186 BLOCK 152.02 FRAME DWELLING FR FRAME DNELLNG wwe owruns \| TAX MAP SHEET 77 FRAME FRAME DWELLING rave: DENG ye eu || seu putas THE TOWNSHIP OF WEST ORANGE | FRAME DWELLING | | ecrcetlyoes ESSEX COUNTY, NEW JERSEY \ BOUNDARY SURVEY PREPARED FOR LOTS 176, 179, 186, BLOCK 152.02 SITUATED IN GO . . . . THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY BY FRENCH & PARRELLO FC | ASSOCIATES, 1800 ROUTE 34, SUITE 101, WALL, NEW JERSEY 07719 DATED 8-2-2023 Cunningham Engineering Y Design % LLE | THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 — [| ADDITIONAL TOPOGRAPHY AND TREE LOCATIONS WERE PROVIDED BY WM. DiMARZO &

9 DATED 8-2-2023 Cunningham Engineering Y Design % LLE | THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 — [| ADDITIONAL TOPOGRAPHY AND TREE LOCATIONS WERE PROVIDED BY WM. DiMARZO & SON ASSOC., INC. 2204 MORRIS AVENUE, SUITE 103, PO BOX 1717, UNION, NEW JERSEY DATED DECEMBER 12, 2024 Cerlificatle Of dubhorigation No. 24428204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM OFFSITE DRAINAGE NOT INDICATED ON THE REFERENCED SURVEYS WAS TAKEN FROM TOWNSHIP RECORDS. . AUGUST 12, 2025 Chak (0 ROBERT M. CUNNINGHAM PROFESSIONAL ENGINEER NJ. LICENSE GE31540 Wm. DIMARZO & SON, ASSOC., INC. Surveyors . Planners 2204 MORRIS AVENUE, SUITE 103 UNION, NEW JERSEY 07083-1717 TEL: (908) 686—2380 SCALE: 1” = 30° Be bhenwn> DATE: _JULY 28, 2025 WILLIAM P. SWIFT, “wies 225° PROFESSIONAL LAND SURVEYOR and PROFESSIONAL PLANNER CERTIFICATE _of AUTHORIZATION NUMBER _24GA27971700 CANNON STREET <S0’ RIGHT OF WAY PER TAX MAP) GRAPHIC SCALE | \) ( O 10 20 «30 60 120 SCALE: 1°=30°

AREA = 3,364 SQ. FT. c— BLOCK 151.03 aLopihrsRYGLING) BLOCK 181.05 FOTN TER. OWING! 151.03 OT 12 , FRAME. DWELLING FRAME. DWELLING FRAME DWELLING Lorn tJ FRAME DWELLING FRAME DWELLING BLOCK 151.05 FRBGTE 280/ELLING BLOCK 151.05 a FRAME DWELLING z a3 ; FRAME DWELLING FR, LOT 236 GARAGH , BARAGH BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 maeeeytaa = < & Boe BLOCK 151 LOT 240 LOT 234 LOT 231 LOT 228 BLOCK 151.05 Pz4 +) | Fi LOT 17.01 LOT 13 He w ~ o | > oT \ | | o\ ~ Dep, cus pH E CUR __ _f_ ver. cuRB BELGIAN BLO , ee EAGLE ROCK TINH te OTE = == => = > SF was eae RESERVATION RM = ea 7e . rr . a . a ¥ 497 a \- , : 7 / WOODLAND AVENUE ZY Ave fs y N em «so" RIGHT. OF WAY PER TAX MAP) | SL Ny \g © 2 s ~ ~ \ \ ma op ee = — sec nce ee a _ ; EE PAYER 0", Paver a TRON PROPOSED 15” RCP CL. 3——T}- Pipe rain » | DISTURBANCE TABLE PROPOSED TYPE D INLET—< 8 ARRANGE FOR UTILITY GR, 489.5 3 & AREA 1: DISCONNECTIONS, I, 486.5 8 Nisese 4088 VN 0% — 10.0% 100% DISTURBANCE IS PERMITTED CUT & CAP SEWER. BLOCK 152.02 ‘ v4 e LOT 172 ; Su7 ce AREA 2: 2,201 SQUARE FEET e 10.0% TO 14.99% 47.5% DISTURBANCE ‘S| . apanrens / 60% DISTURBANCE IS PERMITTED 2_sToRY ‘eq \ / FRAME Sg dora0 AREA 3: 420 SQUARE FEET BLOCK 152.02 DvELLING & ee NEW, A/C UNITS (TYP-J\\ < 15% 70 19.99% 25.83% DISTURBANCE Q ON 4’ X 4’ CONC. PADS\\ “ LOT 167 = V : \ \ 7 40% DISTURBANCE IS PERMITTED a ed ¢ 7 J ne + \ \ Y AREA 4: 829 SQUARE FEET en a 980 _ \ 20.0% TO 24.99% 51.36% GROSS DISTURBANCE iss Hoos ee upper LEVEL ONL \ \ eo GRASS. PADDOCKS 548 SQ. FT. WILL BE RE-GRADED TO BE BETWEEN 0% AND 5% SLOP! es ' 1 \ 20% DISTURBANCE IS PERMITTED _| \ = \ 3] foal \ A. canvetlh servo A \ \ \ AREA 5: 983 SQUARE FEET ASPHALT #3) \ F saive \ BLOCK 152.02 25% AND GREATER 14.12% DISTURBANCE perve | 8 _ \ H ; 1). Lots 176, 179 8186 \ \ 624 SQ. FT. WILL BE RE-GRADED TO BE BETWEEN 0% AND 5% SLOPE sefiocay a \ \ 150,302 SQ.FT. ' osha 86 0% DISTURBANCE IS PERMITTED \ PROPOSED 8” PVC LEADER \ \ 3.450 AC. \ ( DRAIN PIPE- i) 1 \ BLOCK 152.02 \ LOT 168 \ ~N STEEP SLOPES TO BE \ | \ \ PROPOSED By Pvc H xfs ELIMINATED 1 \ \ \ ‘4 ASPHALT / 24 SQ. FT. & PARKING LOT / 9 SQ. FIX - \ } \ \ Cm sore 1 | \~ a 1 N50° 58" 00"W 550° 58" 00"E |_ Se. \ [xo 15.00 > a ee evock 120 wre sn ne \ INV. 488.2 LOT 132 y a EXISTING SLOPES TABLE \ LEIDER DRAN PIPE AREA 1: BLOCK 152.02 \ : : : 0% — 10.0% LOT 162 & UPPER & . BLOCK 152.02 Hy LOWER

" 00"E |_ Se. \ [xo 15.00 > a ee evock 120 wre sn ne \ INV. 488.2 LOT 132 y a EXISTING SLOPES TABLE \ LEIDER DRAN PIPE AREA 1: BLOCK 152.02 \ : : : 0% — 10.0% LOT 162 & UPPER & . BLOCK 152.02 Hy LOWER LEVELS LOT 165 \ AREA 2: w i 10.0% TO 14.99% 4,631 SQUARE FEET i} 2 Zi 1 AREA 3: We PROPOSED 6” 15% TO 19.99% 1,626 SQUARE FEET 2 & \ LEADER DRAIN PIPE 1 > 38 ; \. STEEP SLOPES To \BE \ AREA 4: oe . ELIMINATED 20.0% TO 24.99% 1,614 SQUARE FEET 5 8 e & 4 3 \ [aa & 6 AREA 5: 2 8 may 25% AND GREATER — 6,960 SQUARE’ FEET USDA _ SOILS DATA e 8 ‘2 ASPHALT & - PROPOSED ONE WAY DRIVEWAY PARKING LOT 3 e 8” COMPACTED DGA, 12’ WIDE SOIL TYPE: BouB B Now AREA = 3,564 SQ. FT. BOONTON-URBAN LAND-—BOONTON SUBSTRATUM COMPLES, <é loss Mh ogzee 0% TO 8% SLOPES te 4 B DEPTH TO WATER TABLE > 80 INCHES l DEPTH TO BEDROCK: > 72 INCHES. L —— "2 * no nn , a = J GRAVEL \ 4 INV 40652 \ GRAVEL \ Me DRIVE \ a me | \ Zz es \ \ NICHOLAS AVENU Zz 15 ROP ™~ si = eS SS \ \ Sor RIGHT DF way FER Tax —~ g / \ \ Y ae © a = z coy — —— = ~ = t x - q i BLOCK 152.26 1,213 SQ. FT. AS) ROP A = aa “ Le» - ee Lors . 0 wn NY We BLOCK 152.26 BLOCK 152.26 wos va | BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 152.26 BLOCK 19226 | FS. LoT4 LOT 3 BLOC eee —> be foe BLOCK 152.27 \ LOT 10 Lots LoTs LOT7 | "20° BLOCK 152.26 N . ated LoT 11 \ \ | LoT1 ols Zs \ z \ PROPOSED ONE WAY DRIVEWAY o8 \ 8” COMPACTED DGA, 12° WIDE PROPOSED CONDITIONS STEEP SLOPES PLAN PROPOSED SITE IMPROVEMENTS MONTCLAIR STABLES TAX LOTS 176, 179 & 186 BLOCK 152.02 TAX MAP SHEET 77 THE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY Certificate Of Authorization Nox 24GA28204400 a _ ; 7 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 GRAPHIC SCALE \ _i : 973-219-7546 RMCNJPE@YAHOO.COM : )) ( ————— / AUGUST 25, 2025 Gohwt %t (a | ie) 10 20 30 60 ORIGINAL DWG, DATE ROBERT M. CUNNINGHAM AUGUST 25, 2025 PROFESSIONAL ENGINEER NJ. LICENSE GE31540 CANNON STREET <S0’ RIGHT OF WAY PER TAX MAP) SCALE: 1"=30"