29906 15 Ridgeway Minor Subdivision R3 5 26 2026

PREPARED TO INDICATE THE ZONING REQUIREMENTS IN considers this area as “Good Woods” and takes no credit for removal of ACCORD WITH ZONE R-4 (ZONING MAP DATED 11-19-2020) AND THE SCHEDULE impervious surface related to the dwelling demolition. OF REQUIREMENTS DATED MAY 2020. 6. PROPERTY SITUATED IN FLOOD ZONE X (AREA OF MINIMAL FLOODING) AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR ESSEX COUNTY, NEW JERSEY, ON MAP No. 340130094F DATED 6/04/2007. 7. THE SETTING OF PROPERTY CORNER MRKERS WAS NOT INCLUDED IN THE SCOPE OF ——_ SERVICES REQUESTED BY THE CLIENT PURSUANT TO NJAC. 13:40—5.1(d) AND P.L. 2003 CH. 14(45:8—-36:3). FORMER LOCATION OF TWO ; L STORY DWELLING EXISTING o ( iid, (NOW DEMOLISHED) GARAGE } ( LOT 20.01 . } \ LOT 28.02 Dp INDIAN ROAD \ f (FOOTPRINT 5,024 SF) OL R.0.W.) ‘ | i BRICK ABLE WIDTH R.O- ~ Z| woop’ |! ROOFED PORCH DWELLING (VARI _ = DECK / 2 I \ 2 iy ) Z| - ; Z| an g } BRICK PAVER o 12 L PATIO Sy L 3 % = 2 ea 8 LOT 49 Existing Water and Gas N i, PAVED \ PAVED ;—— Services to be Abandoned N_ 9,805.96 ” > DRIVEWAY: DRIVEWAY: £10,493.61 ; ‘ Sewer Lateral not found ~565- PAVED a WOOD STOCKADE / I DRIVEWAY g / \ sau Lo6 43 | z - 7 0 Keosry i ee : @ Boe uy | emo uw Ey ™ omy - 2 S 65°20°50” E 276.95” 8 y or ie ws i 3 LOT 50 CEE LEP a PAVED B <q « ly DRIVEWAY _DRIVEWAY © z= & {SOL LOG #1 n \ — —w— w * 0 a s Sansa 8 ; ] ’ ‘ »: 8 py ' / ; oa . >»: & ee ee pe IN ee a a ul a sh om =m gt" / & & & € — € 22 J , Ss x / ¢ © & = _l _ ae GE ere re _ TL JS en 3 5 ee ee ee ly § > Z = 7 - > 2 i [ [weep om pout a J et! N 65°20°50” W 528.66" [ © i eer watt PICKET FENCE ° AND GUY WIRES °° UTILITY POLE Q ' Existing Overhead Electric ! 2 & | | Service to Remain 8 ! B ASSUMED DATUM 5 N10,000.00 é | E10,000.00 LOT 12 1 LOT 11 H LOT 10 ' LOT 9 ° | Revision Table: ! i 3) 5-26-26 STORMWATER ! | ' \ f 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04-13-26 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 0) INITIAL ISSUE 11-25-2025, WA FRAME, DWELLING 362 0 5’ 10'15'20'25' 50’ 100° AY MME f SRA og WILLIAM S. SCOTT, P.E. No Pens NE CEkAB6S 1114 1 " 90)’ cure 6° 3487 EXISTING LOT COVERAGE CALCULATIONS: yo TWO STORY DWELLING & GARAGE: 3487 SF NANCY . scorT, P.L.S. 367 CARPORT: 362 SF Professional Land Surveyor COVERED PORCH: 157 SF N.J. License No. GS35875 REAR PORCH: 500 SF FRONT PATIO: 622 SF FRONT WALK: 210 SF 72 GARAGE APRON: 106 SF BOCCI COURT 710 SF DETACHED DECK: 367

362 SF Professional Land Surveyor COVERED PORCH: 157 SF N.J. License No. GS35875 REAR PORCH: 500 SF FRONT PATIO: 622 SF FRONT WALK: 210 SF 72 GARAGE APRON: 106 SF BOCCI COURT 710 SF DETACHED DECK: 367 SF 15 WALLS: 87 SF DRIVE: 8,381 SF ENSURPLAN INC. TOTAL EXISTING COVERAGE: 14,989 SF (Certificate of Authorization No. 24GA27997700) P.O. BOX 4304, WARREN, N.J. 07059 a381sF Td 14,989 SF / 53,084 SF = 28.2% Tel: 732-469-0400 ensurplan@gmail.com TREE REMOVAL EXISTING CONDITIONS SURVEY DEPICTING . PROPOSED IMPROVEMENTS RESULT IN REMOVAL OF 11 TREES. EXISTING BUILDING COVERAGE CALCULATIONS: (3)10",12",16"(4)18",24" & 30” DBH IMPROVEMENTS TO BE REMOVED pS Ee RY DWELLING & GARAGE: 3487 oF THE PLAN SHALL BE SUBMITTED TO THE TOWNSHIP FORRESTER 15 RIDGEWAY AVENUE COVERED PORCH: 157 SF FOR REVIEW. LOT 28.01 IN BLOCK 158 (TAX MAP SHEET NO. 91) EXISTING IMPERVIOUS COVER REAR PORCH: 500 SF 1" = 40° TOTAL EXISTING COVERAGE: 4,506 SF TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ 4,506 SF / 53,084 SF = 8.4% SCALE: 1"=20' ORDER: E-11156 2 DATE: 11-25-2025 FILE: 29906 7

PROPOSED CONDITION PLOT PLAN ZONING REQUIREMENTS: RESIDENTIAL DISTRICT R—-4 ZONE R-4 | LOT 28.01 | VARIANCE LOT 28.03 | VARIANCE LOT 28.04 | VARIANCE | LOT AREA 15,000 SF 53,084 SF NO 26,234 SF NO 26,850 SF NO / LOT FRONTAGE: (75% OF REQ. WIDTH) | 75 FT 29.56 FT "EX-COND” 14.78 FT YES 14.78 FT YES ia LOT WIDTH: 100 FT 29.56 FT "EX-COND” 14.78 FT YES 14.78 FT YES | H MINIMUM LOT DEPTH N/A 191.24 FT NO - NO - NO ' NID.154.17 it 10” SDR 35 PVC ee PRINCIPAL BUILDING FRONT YARD 30 FT 302.95 FT NO 302.95 FT NO 427.31 FT NO DRAIN CONNECTED TO ROW OF OLD ee eer (WINIMUM) INCI I : . , oe METAL FENCE POSTS PRINCIPAL BUILDING REAR YARD 35 FT 102.9 FT NO 11.2 FT YES 20.0 FT YES . sent e nee eey (MINIMUM) STOCKADE FENCE 1 PRINCIPAL BUILDING SIDE YARD 10 FT 65.25/74.84 FT| NO 66.1/55.8 FT NO 49.9/30.0 FT NO aLuwinum (MINIMUM) 15 FT 26 FT 26 FT 25 FT WOOD STOCKADE [PICKET FENCE | ACCESSORY USE REAR YARD: - 7.9 FT - - - VACANT - & STORM \ ' ACCESSORY USE SIDE YARD: - 5.4 FT - - - VACANT - BELOW CR NENT BASIN i | ACCESSORY USE MAX REAR YD COVER: | — - - - - VACANT - WATER MANA | 1 | J MAXIMUM BUILDING COVERAGE: 30% 4,006 SF NO 4,081 SF NO 4,959 SF+ NO 75% 15.6% 18.5% + | MAXIMUM LOT COVERAGE: 40% 14,989 SF NO 10,140 SF NO 8,703 SF NO 28.2% 38.7% 32.4% ALUMINUM NEW LOT 28.05 | PICKET FENCE MAXIMUM BUILDING HEIGHT: 25 SIY/35 FT | 2 STY NO 2 STY/34.2 FT | NO 2 STY/34.5 FT | NO NEW LOT 28.04 " 2, 26,850 SF . ‘S 20° HIGH — ——ARBORVITAE. ROW Z | C) R, PROPOSED | ca PATIO | PROPOSED 11.2" 26.00" u COVERED PATIO (NEW) 85.04" ‘STOO! y I a * w = ps0 | EXISTING x s ; (I, | GARAGE & 5 30.0° & PROPOSED TWO STORY | GF=570.1 = ° i LOT 28.02 DWELLING | | LY! 240.02 oe | FF|ELEV = 572.1 2438 3 EXISTING DWELLING T 3 N w gO > z aa = al PROPOSED 2 STORY . Slu DWELLING z “1s 17.00 = 3B 3 x . ! 3 » mf PROPOSED Je _ 8 16.00 | 2nd FLOOR a) a i J, | | 7 OVERHANG O19 o I PAD 3 3 | ———_] ! | g e 2nd FLOOR bd £ | | PROPOSED OVERHANG x NIT) CURBED _ = DRIVEWAY hoasset 493. | | WOOD STOCKADE y x : . fi ° er a PROPOSED 2 3 over | oy | 8 g é curseD = | TTT PAVED roe DRIVEWAY | | ‘ALUMINUM DRIVEWAY EXISTING ‘ALUMINUM es O 2 ! [ | reer FENCE $s 65°20°50" 276.95" ree PAVEMENT rhe FENCE 7 | Fe s es - - - - _= = - B = 1 / : P| So | a ae 2 x 1 PROPOSED COMMON USE ACCESS & UTILITY EASEME] - ! > an ! somomare Lecmen or 2 BELOW GRADE i BENEFIT PROPOSED LOT 28.03 & 28.04 PROPOSED COMMON USE ACCESS & UTILITY

- _= = - B = 1 / : P| So | a ae 2 x 1 PROPOSED COMMON USE ACCESS & UTILITY EASEME] - ! > an ! somomare Lecmen or 2 BELOW GRADE i BENEFIT PROPOSED LOT 28.03 & 28.04 PROPOSED COMMON USE ACCESS & UTILITY EASEMENT TO = 5 — ven % INFILTRATION BASIN ; ] PROPOSED 14 FT DRIVEWAY N_65'20'50" W___402.31’ [——_BENEFIT PROPOSED LOT 28.03 & 28.04 »: | = i PROPOSED LOT LINE | H CENTERED ON NEW LOT LINE \ | <q y | g -— — 4 = ———,; oO wy 2 > 2 | ‘ g e | r 528.66" \ = | (Os -- sc -F -7, =| Sl -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- ly ~ i ii N 65*20’50” W 528.66" | | wood, UTILITY POLE . | PICKET FENCE AND uy MIRE | Q ! | a, & |] 1 g | I ‘10,000.00 0 5’ 10'15' 20°25’ 50’ 100’ Al | | | Revision Table: ' GRAPHIC SCALE | 3) 5-26-26 STORMWATER ” , | - __ a PROPOSED IMPERVIOUS COVER LOT 28.03 1°=20 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04~13-26 - 1 40SF ' ; — APPROXATE, LOCATION 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 ' | 1" = 40 1 40SF 0) INITIAL ISSUE 11-25-2025 WA 232SF im TWO STORY DWELLING & GARAGE: 3679 SF i ' REAR PATIO/STEPS: 272 SF _ REAR _STOOP/STEP: 40 SF 27SF | FRONT PORCH: 170 SF 6975F FRONT WALK: 337 SF PROPOSED BUILDING COVER LOT 28.03 OLLIAM 5s. OTT PE as2sF ' | DRIVE: 5584 SF 1” = 40° . » FE. ' 1 137SF A/C UNITS: 12 SF Professional Engheer, | NJ. License N6. GE44863 J 170SF — TOTAL PROPOSED COVERAGE: 10,140 SF TWO_STORY DWELLING & GARAGE: 3679 SF REAR_PORCH: 232 SF 80SF ] ' Ce | 10,140 SF / 26,234 SF = 38.7% FRONT PORCH: 170 SF i} esr — 1 246SF | TOTAL PROPOSED COVERAGE: 4,081 SF i 1 4,081 SF / 26,234 SF = 15.6% NANCY J. SCOTT, P.L.S. 21SF — _— — — — _— — — — _— Professional Land Surveyor U NuJ. License No. GS35875 5584SF | I a — — _ Fe _ _ _ _ _ _ _ _ _ _ ___| 1486SF | ggg eg ENSURPLAN INC. | (Certificate of Authorization No. 24GA27997700) 40 TWO STORY DWELLING & OVERHANGS: FRONT PATIO: GARAGE CONC PAD: A/C: BASEMENT ENTRANCE: REAR PORCH: REAR PORCH STEPS: DRIVEWAY: TOTAL PROPOSED COVERAGE: 8,703 SF / 26,850 SF = 32.4% PROPOSED IMPERVIOUS COVER LOT 28.04 vo a0 PROPOSED BUILDIN G COVER LOT 28.04 = 40 TWO STORY DWELLING & OVERHANGS: 4107 SF REAR PORCH: TOTAL PROPOSED COVERAGE: 4,959 SF / 26,850 SF = 852 SF 4,959 SF 18.5% P.O. BOX 4304, WARREN, N.J. 07059 Tel: 732-469-0400 ensurplan@gmail.com THE PROPOSED SUBDIVISION SHALL BE FILED BY DEED PROPOSED CONDTION PLOT PLAN INDICATES A PROPOSED MONUMENT TO

4,959 SF 18.5% P.O. BOX 4304, WARREN, N.J. 07059 Tel: 732-469-0400 ensurplan@gmail.com THE PROPOSED SUBDIVISION SHALL BE FILED BY DEED PROPOSED CONDTION PLOT PLAN INDICATES A PROPOSED MONUMENT TO BE SET 15 RIDGEWAY AVENUE LOT 28.01 IN BLOCK 158 (TAX MAP SHEET NO. 91) SITUATED IN THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ SCALE: 1"=20' ORDER: E-11156 3 DATE: 11-25-2025 FILE: 29906 7

8” SDR 35 PVC DRAIN CONNECTED TO PUBLIC STORM SEWER VINYL Lar FENCE WOOD STOCKADE FENCE ~~ 563.00 8” FES 6’x12’ 4” Rip Rap Level Spreader LOT 21.01 PROPOSED 1 1 eee nnn \ \ \ PATIO 3d0H 49 ho ee A 1 1 1 It COVERED 1 1 1 1 1 [——— ACCESS } NEW LOT 28.04 | BASEMENT 26,850 ‘SF aN | PROPOSED 2 STORY. 1 1 21a{7” . GR:565.8% 4, INV:563.0 GRADING AND UTILITY PLAN ;— Landscape Block Wall Max Height 36” Top Wall = 566.0 Below Grade Detention System Bottom Pond Elev = 562.0 Top Pond Elev = 565.5 (40) 300HD Cultec Storage Chambers 75°x20.5’ (3,258 cf) System Overall Size | Pond Outlet Structure Precast E Inlet | 564.40 8” Orifice 563.80 8” Orifice 562.00 2.5” Orifice 562.00 8” Out / | LOT 21 ROW OF OLD ALUMINUM 56! INV:563.8 GR:568.5 4 IN5665 \ N ” PVCIROOF DRAIN neste ees PROPOSED PATIO. N pookeoee = PICKET FENCE A aLuminum we PICKET FENCE IGH ARBORVITAE ROW 1 I wn r = NS | 1 PRL pe 8 H adie coe ha Ss © NEW LOT 28.03 , EXISTING alg ge tS 26,234 SF I = i] GF=570.1 ! i I 1 P PROPOSED TWO STORY DWELLING RECONSTRUCTED OVER FOOTPRINT OF DEMOLISHED DWELLING EL69b. LOT 28.02 EXISTING DWELLING GRANITE BLOCK CURB _—| wri 1/4" T0 1/2" JONTS r JOINTS SHALL BE MAX 1/2" WIDE AND POINTED, WTH 1:2 MIX CENENT MORTAR. JOINTS TO BE CLEANED AND DAMP PRIOR TO PONTING. 1/2" MAX el 18" MN 8 MIN \ APPROVED SUB-BASE |. CONCRETE SHALL BE N.J.D.0.T. CLASS "B” AIR ENTRAINED AND SHALL TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST. ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY BURLAP OR OTHER METHOD ACCEPTABLE TO THE TOWNSHIP ENGINEER. CONCRETE SLUMP SHALL BE 3” (+/— 1”), OR AS DIRECTED BY THE TOWNSHIP ENGINEER. v CONTRACTORS TO NOTIFY THE TOWNSHIP ENGINEER 24 HOURS PRIOR TO POURING. EXPANSION JOINTS SHALL BE INSTALLED WHERE CURB IS ADJACENT TO SIDEWALKS AND CATCH BASINS. CURB AT DRIVEWAYS AND ENTRANCES SHALL BE DEPRESSED SO THAT THE TOP OF THE CURB IS 1-1/2" ABOVE THE ADJACENT PAVEMENT. GRANITE BLOCK CURB NOT TO SCALE nl 4” Min. Low Permeable Soil Approximate Limits of Excavation Retained Soil J Kevstone Cap Unit a 36” Unit Drainage Fill (3/4” I-——}—Crushed Rock or Stone) Finished Grade 4” Unreinforced Concrete or Crushed Stone 4” Perforated PVC r Leveling Pad 1, WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THE sPEcicATONS Drain to daylight. (OF THE KEYSTONE MANUFACTURER . 2. WALLS SHALL BE CONSTRUCTED IN

te or Crushed Stone 4” Perforated PVC r Leveling Pad 1, WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THE sPEcicATONS Drain to daylight. (OF THE KEYSTONE MANUFACTURER . 2. WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THIS DESIGN DETAIL, ‘3. WALL DESIGN CALLS FOR 1 BLOCK COURSE EMBEDMENT. 3 FT HIGH LANDSCAPE BLOCK WALL = APPROXIMATE LOCATION OF GAS LINE Revision Table: 3) 5-26-26 STORMWATER 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04-13-26 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 0) INITIAL ISSUE 11-25-2025 WA Wihiphh WILLIAM S. SCOTT, P.E. Professional Engfieer, NJ. License N6. GE44863 NANCY J. SCOTT, P.L.S. Professional Land Surveyor N.J. License No. GS35875 ENGINE. SURVEYING PLAN N/VG ENSURPLAN INC. (Certificate of Authorization No. 24GA27997700) P.O. BOX 4304, WARREN, N.J. 07059 Tel: 732-469-0400 ensurplan@gmail.com GRADING AND UTILITY PLAN 15 RIDGEWAY AVENUE dd FF ELEV = 572.1 y acy DWELLING 8 Fi - a FF ELEV = 570.0 17,00" Proposed Sanitary Pressure Line ts GF ELEV = 568.0 _~ 5 Ld Existing sewer service to be located si y . . ©1 | [SET ona Floor - 3 PORCH and replaced if necessary as directed é g - by the Township Engineer. ~ i.) 3 Proposed Water Services aD ang ricer a -—Proposed Gas Services << o Q | a PAVED >—_| S = “oe \ DRIVEWAY: Q | w PROPOSED ft yA i | GARAGE SLAB / i one | 4 = A ALUMINUM R EXISTING ALUMINUM. eo >? ELEV = 568.0 PIgKe PENCE 5 sens . EDGE PAVEMENT PICKET FENCE 8 | lug [ 3 S 65'20’50" E | 276.95 a | ISo == a = H & 7 T 8 | a 6 ¢ 6 6 ¢ 6 6 is 6 : caf! fs a6 = ! n 7 | Q See ul vt ; v ¥ — v Ah, ode = a PROPOSED IN N 65°20'50" W__ | 402.31 \ | lee | S S. T S— PROPOSED “LOT LINE > s s s — a | CURBED. DRIVEWAY _. > = =? : : os - l@Ms | ---6 es --—-- fe ~~. ia l {wooo N 65°20°50” W | 528.66’ = | 1 PICKET FENCE ‘AND GUY WIRES - ” tape soa . 4° Perf PVC within Existing Overhead Electric ~ | 6 8” st bed (typ) i i 3| Pond Outlet Structure stone bed UyP Service to Remain i 1 ‘__ Precast E Inlet with weir wall beer ees , , | 1 567.30 Grate 0 5’ 10'15’20'25 50 100 2| 564.70 5” Orifice = 564.30 6” Orifice | ‘ 563.65 2.5” Orifice ' Below Grade Detention System 1 563.00 Bottom Bottom Pond Elev = 5620 GRAPHIC SCALE | 563.00 8” Out Top Pond Elev = 567.0 1 "—9()’ (44) 360HD Cultec Storage Chambers APPROXIMATE. LocaTiON Se WiteR oe DWELLING PAVED PA\ ro ALL AUNPAVED PAVEMENT PER THE 5” MINIMUM TOPSOIL RESTORATION DETAIL SEEDED AND MULCHED DENSE

= 567.0 1 "—9()’ (44) 360HD Cultec Storage Chambers APPROXIMATE. LocaTiON Se WiteR oe DWELLING PAVED PA\ ro ALL AUNPAVED PAVEMENT PER THE 5” MINIMUM TOPSOIL RESTORATION DETAIL SEEDED AND MULCHED DENSE GRADED AGGREGATE OR — PAYING. REQUIREM . 3/4" CLEAN, STONE COMPACTED WARNING TAPE IF APPLICABLE LINE MUST BE SAW—CUT IN EXISTING PAVEMENT. 95% STENDARD ON NIT EDGES OF EXISTING PAVEMENT MUST BE TACK COATED. . VARIABLE 3” THICK, TYPE S, CLASS A, QUARRY PROCESS MIX. = ACCEPTABLE ON SITE MATERIAL COMPACTED "WYE” 5” THICK BITUMINOUS STABILIZED BASE CONSTRUCTED IN 12” MAXIMUM LIFTS. EXISTING IN TWO LIFTS. OVERFLOW PAVEMENT 2” SURFACE COURSE FABC-1. GuSuH USERS SEEEESEEERREESEENEEEEED SoS. | TRACER WIRE IF APPLICABLE SPLASH BLOCK 8” MINT t8” MIN. 6” MIN. FT 90° ELBOW COMPACTED GRANULAR BACKFILL- SELECT FILL TO BE FOUNDATION WALL |_— WASHED SAND OR LIMESTONE SAND STONE BEDDING UNDER ELBOW NOTES: ROOF LEADER CONNECTION NOT TO SCALE PAVEMENT TO BE REPLACED WITHIN 48 HOURS. ROADWAY BACKFILL & PAVEMENT RESTORATION NOT TO SCALE 6" MIN. 6" MIN. GAS AND WATER UTILITY TRENCH DETAIL LOT 28.01 IN BLOCK 158 (TAX MAP SHEET NO. 91) SITUATED IN THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ SCALE: 1"=20' ORDER: E-11156 4 DATE: 11-25-2025 FILE: 29906 7

LOT 20.01 LOT 49 woop STOCKADE. FENCE —~ ee ~ —_ PICKET. FENCE > 5008 8 LOT 50 ,, 8 5 = STUDY POINT FOR ANALYSIS WOOD STOCKADE FENCE ~~ SITE DRAINAGE ENTERS EXISTING INLET LOT 21.01 | ' ' t 1 10” SDR 35 PVC Hi DRAIN CONNECTED TO PUBLIC STORM SEWER . U 5 69:32'007,£ 9! 217 IDENTIFY LARGE DECIDOUS TREES AT SITE PERIMETER. OPPORTUNITY TO PRESERVE EXISTING VEGETATION SOIL LOG AND PERMEABILITY TEST LOCATION (4) (typ) LOT 21 ROW OF OLD RUNOFF TRAVEL TIME UZ 102.9" = —" i / } CARPORT 5.4° i ai r, 1 / im | ALUMINUM x >) / / PICKET FENCE > CHAIN. LINK FENCE / on < ‘TO BE REMOVED /|FABRIC_COYERED CARPORT. q 7 | 56) SP con ssc 44 CARPORT 5.9° Sse a 4 v y a LOT 28.01 . WOOD FENCE L ALUMINUM ; TO BE REMOVED’ \ - PICKET FENCE 1: Le a . IDENTIFY AREA FOR POTENTIAL. c] ¢ SKOPE REDUCTION TO INCREASE . TC PATH (467 If) EX CONDITIONS 14.2 minutes FORMER LOCATION OF TWO EXISTING GARAGE STORY DWELLING (NOW DEMOLISHED) (FOOTPRINT 5,024 SF) DRIVEWAY. ROOFED PORCH RETAINING WALL 7 SOIL TYPE (NRCS) *, ENVIRONMENTAL SITE ANALYSIS AND MAP EXISTING DRAINAGE AREA BOUNDARY ( ee ) EXISTING DRAINAGE AREA 48,268 SF TOTAL GOOD WOODS CN 70 IDENTIFY AREA WHERE PAVEMENT OVERLAPS FROM ONE PROPERTY TO ANOTHER, OPPORTUNITY FOR IMPERVIOUS COVER REMOVAL. LOT 28.02 BRICK DWELLING BRICK PAVER PATIO Boonton Uran Land =. / “BouB" 0 4 EXISTING DRAINAGE AREA 48,268 SF me, / ar 7 / {sow Los #1 PP k=1.00"/Hr ‘SHW=560.3, hwo 567 UTILITY POLE pr PICKET FENCE oS AND GUY WIRES DO” LOT 12 IDENTIFY AREA OF THE SITE WHICH DEMONSTRATES A PERMEABILITY RATE ALLOWING CONSDERATION OF INFILTRATION bo PAVED L DRIVEWAY- PAVED DRIVEWAY. SOL LOG #3 K=0.87"/He em ms SHWRS. fi & my 2 @., . Ne “ae ALUMINUM PICKET FENCE, x // / \ ~t- DRAINS TOWARDS RESIDENTIAL PRORERTIES TO = —> ~~ orvewry DRAINS TO STREET THE NORTH AND\INLET AT REAR OF LOT.21.01 INDIAN ROAD E WIDTH R.0.W.) OLD (VARIABL 372.56" PAVED DRIVEWAY: i PAVED 1 DRIVEWAY | ze Ss 65°20’50” E 276.95" ee - _- - _ a PAVED v \ va N 65°20’50” W 528.66" UTILITY POLE ! 1 1 LOT 11 1 IDENTIFY LARGE DECIDOUS|TREES AT SITE PERIMETER. OPPORTUNITY TO PRESERVE EXISTING VEGETATION ! : ac i SITE HIGH POINT LOT 10 i LOT 9 SITE DESCRIPTION AND ENVIRONMENTAL ANALYSIS The project site is an existing flag lot with a stem portion containing the driveway which fronts on Ridgeway Avenue The 1.219 acre property was developed

SITE DESCRIPTION AND ENVIRONMENTAL ANALYSIS The project site is an existing flag lot with a stem portion containing the driveway which fronts on Ridgeway Avenue The 1.219 acre property was developed with a single family dwelling with attached garage, covered parking or storage area, retaining walls, bocci court and koi pond. The property is located within an existing residential neighborhood. The existing home is served by public utilities which are located within the bed of Ridgeway Avenue. A small portion of the property (approximately 3,000 sf) drains overland from a highpoint on the driveway stem towards Ridgeway Avenue. The remainder of the site drains overland from South to the North towards the rear of Lot 21.01 at which point runoff from the site is collected by an existing inlet and piped through Lot 21.01 to the Township storm sewer system. No existing stormwater management facilities were found on the site. There are no protected steep slopes on the site; slopes on the property are predominantly between 1.5% and 8%. The soils on the site are silt loam to loamy sand noted as BouB Boonton Urban Land within hydrologic soil type “C’, with a seasonal water table depth exceeding 80” in depth and a moderately low to moderately high infiltration rate of the most restrictive soil layer of 0.06 to 0.20 in/hr (USDA NRCS Soil Survey). On site soils testing revealed a depth to seasonal high water varying from 5’ to 7.5’ with an infiltration rate varying from 0.32’/hr to 1.00”/hr. The vegetation on the site is predominantly well established lawn, with a number of large deciduous trees located predominantly along the exterior boundary of the site with a lesser concentration within the site interior. A review of the NJ Geoweb site along with a site inspection by the engineer did not reveal any indications of wetlands, springs, seeps, intermittent or perennial streams or waterways or presence of protected species which might impact the development of the site. FACTORS CONSTRAINING DEVELOPMENT The on site soils testing consisting of four soil logs determined that the soils to the south of the property have an infiltration rate above 0.5”/hr which is the minimum allowable for stormwater management facilities which are infiltration based systems. The area to the north demonstrated infiltration rates below the minimum allowed for infiltration based