Grading Plot Plan Revision 3 Dated 7 7 2022 Signed

— as SESS iets SSC : 197. TW: 196.00 BWe19220 BWE 192.50 SITE DATA CHART I - 19 WHEATLAND DEVELOPMENT, LLC TW 194.50 APPLICANT: + ORTON ROAD I: . WEST CALDWELL, NEW JERSEY 07006 . BLOCK 39 LOT 56.06 59°30'17" W (NAD 83) PROPERTY: AREA - 0.133+ ACRES FOUND CAPPED IRON * 0.3’ SOUTH OF REAR LINE 52°47 00 W tw:191.50 ZONE: R-6 ONE FAMILY RESIDENTIAL & 3.0’ EAST OF LOT LINE 43.00 BW.191.50 oe ore Tw.195.00 woo/ Fence EXISTING USE: VACANT PROPOSED USE: SINGLE FAMILY RESIDENCE we : E191. 0.4,/S0UTH 17 nr 7 _- S BULK REQUIREMENTS 4 3 a a Go 4 7 | io $ allt s a 8 ! 8 i 2 L DESCRIPTION CODE (R-6) | EXISTING | PROPOSED |COMPLIANCE dwi9759-— >| H | tN i | 7 RUINOUS CONC. WALL SCHEDULE OF AREA, YARD, AND BUILDING REQUIREMENTS oo | Smee wtofe — MIN. LOT AREA 6,000 SF 5,789 SF NO CHANGE EXISTING i= # RGR NONCONFORMING \ es I {t H I i | MIN. LOT AREA PER UNIT 6,000 SF /1 UNIT N/A 5,789 SF /1 UNIT NO* VIIIIIIT ITT IF : i ‘70 H | MIN. LOT WIDTH 60 FT 43 FT NO CHANGE | one SnronuinG eH Eh \ / PRINCIPAL BUILDING SETBACKS. 6 ba | { I NN MIN. FRONT YARD 30FT N/A 30.00 FT YES Bho | / } 7 ~30” RISER MIN, SIDE YARDS 10+8FT N/A 10.30 + 8.20 FT YES BE | | RIM: 189.90 s | | MIN. REAR YARD. 30FT N/A 53.30 FT YES TWO CAR yo l JO BE MAX. BUILDING COVERAGE 35% N/A 20.57% YES TNL ae ~ dil - wa | REMOVED MAX. HEIGHT 2-1/2 STORIES, 35 FT| N/A 24/2 STORIES, 34.25 YES see SO) A a | He fs | MAX. LOT COVERAGE 45% NA 36.93% YES , a l REM ANS OF 1 STEEP SLOPES CALCULATIONS BW. 192:80 PHA a \ ce) MIN. EFFECTIVE LOT AREA 6,000 SF 1,847 SF 1,847 SF NON NS ne Be / | MAX. EFFECTIVE BUILDING COVERAGE 35% N/A 64.48% No" | i chee . \ | CONSTRUCT MAX. EFFECTIVE LOT COVERAGE 45% N/A 116.24% NO" } ) jl / 3 | W7 fs ees MAX. RETAINING WALL HEIGHT 6FT N/A 6 FT YES \ \ 5 * YX X | ( , / 2 VARIANCE REQUESTED a TW: 197.50- 1 | 193.50 PROPOSED GRADES LOT 56.04 BW: 192.20 -| | q LI 9 Lo © BUILDING HEIGHT CALCULATION: A__| 190.61 (TRACT ONE) . ! | ‘ | 100-88 t+ B_ | 192.00 \ i _ | \ x L Tha f \ m ASIN #1 194.0 + 31.1 — 190.85 = 34.25 FT oT 190.80 " \a | at ROW OF Db | 190.00 \\ ” ROOF LEADER | | 30” DIA. PERFORATED av @ 2.0% MIN. | |____INV: 185.50 HDPE PIPE ILDING COVERAGE CALCULATION: iG | 190.85 N / Se 820" HOPE INV: 185.40 BUILDING FOOTPRINT: 1,191 SF NN yy iN 7 4 ty BUILDING COVERAGE = 1,191 SF / 5,789 SF = 20.57% § uy 2) | - - RE | \ CELLAR DETERMINATION: a8 . / AS 194.00 — 9.33 = 184.67 (ELEVATION OF LOWEST

V: 185.40 BUILDING FOOTPRINT: 1,191 SF NN yy iN 7 4 ty BUILDING COVERAGE = 1,191 SF / 5,789 SF = 20.57% § uy 2) | - - RE | \ CELLAR DETERMINATION: a8 . / AS 194.00 — 9.33 = 184.67 (ELEVATION OF LOWEST FLOOR) “ . 8 / 797.504 ap \ ae ‘ / Baez 58 Foe | 1 | » aa 24 . 8 Dre | \ 190.85 — 184.67 = 6.18 (DISTANCE LOWEST FLOOR IS BELOW AVERAGE GRADE 4 ‘ = eT / aon L ONE STORY ip 1 6.18 > 4.66 (THEREFORE LOWEST FLOOR IS A CELLAR) s ‘ & prea rr re a Kh / : ~] H IMPERVIOUS COVERAGE CALCULATION: i 1 t BUILDING FOOTPRINT 1,191 SF ° Fi PATIO 195 SF Ay FRONT STAIRS AND WALK 95 SF (a i | DRIVEWAY 500 SF LL rf \ A us WALL 157 SF . | : 3 TOTAL 2,138 SF | we 2 | 8 2 IMP. COVERAGE = 2,138 SF / 5,789 SF = 36.93% ° an ¥ ® DRAINAGE CALCULATIONS: *s m 8 REQUIRED STORAGE: a Ze i NEW IMPERVIOUS AREA: 2,191 SF Lod ‘ > @ 6.44” PER SF V BS ey — ONE Be 4 2,191 SF X (6.44"/12) = 1,175 CF 4 1-4" OVERHANG SN on INV: 185.50 | ns as 4. 196.00 sé . | GW:190. a “sy ROOF LEADERS BASIN VOLUME: a | a e 8 @ 2.0% MIN. NE STORY ' / ONE STOR A < HDPE PIPE VOLUME: lhazo 7 * ; Tw194.50 i . CONSTRUCT V = AML = mr*L =n(1.25")?*120 = 589 CF || | sr09P BW: 190.50 I} 5-8" STEPS / i W/ 11” RISERS STONE VOIDS VOLUME: ff} f= TW: 193.00 IN > 190.17 / BW: 190.50 | \ eee . Vv = [L*W*H—-(VOLUME OF HDPE PIPES) (40%) f |p Ne LEANOUT [ j I} N INV: 187.00 V = [123.5*6*3—(589)}*0.40 = 654 CF | , 110.00 TOTAL VOLUME: TO SOUTH VALLEY ROAD V = (654 + 589) = 1,243 CF 30" RISER ; | RIM: 187.00 2 ? } | f { ! I 3 REVISED PER COMMENTS FROM ZONING BOARD 07/07/2022 JMP ' . | ! | / / I H { 2 REVISED APPLICANT 19/20/2021 JMP- | A | [ ! _ / / | I 1 REVISED BUILDING SETBACK AND STAIRS. 10/05/2021 JMP B | 4” PVC LATERAL ' I | { fr / SO oon | I é | REVISION DESCRIPTION DATE BY i =! | 0% MIN. 8 / i i 3 ! ; L \ | ; l i 4 / | / PREPARED FOR / H] T / / Y / / i i [Tag AND WATER j ; d vA vs) j / ! 7 j H i i 19 WHEATLAND DEVELOPMENT, LLC | | i i 5 | ' H 17 WHEATLAND AVE I i i | Euectric services = ! i | / | i i \ | \ | i | / | ' COPPER WATER SERVICE ; Test PIT TO EXPOSE { { ! i & BLOCK 39 LOT 56.06 ; \ \ \ i \ \ ' f | ' . EXISTING SANITARY SEWER \ ' | ~ TOWNSHIP OF WEST ORANGE \ \ \ \ \ \ \ | | ! | I | 2 | | \ \ H \ \ ESSEX COUNTY, NEW JERSEY ' ' : 1 a es | \ ‘ ' i 1 2 i \ | GRADING PLOT PLAN Se Designer: JMP REFERENCES: © =) | yf Draftsman: JAF 1. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION GRAPHIC SCALE & : E R TAKEN FROM A CERTAIN MAP

Y ' ' : 1 a es | \ ‘ ' i 1 2 i \ | GRADING PLOT PLAN Se Designer: JMP REFERENCES: © =) | yf Draftsman: JAF 1. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION GRAPHIC SCALE & : E R TAKEN FROM A CERTAIN MAP ENTITLED BOUNDARY & 10 ° 5 10 20 40 & ENGINEERING , LLC Checked By: JMP TOPOGRAPHIC SURVEY OF 17 WHEATLAND AVENUE, LOT S brawl or Covuan AAS eS WN AGA em 56.06 IN BLOCK 39, TOWNSHIP OF WEST ORANGE, ESSEX a ee "EL 9) 27700 FAK (aT) 277008 Project No.: 21-125 COUNTY, NEW JERSEY SIGNED BY GEORGE PRONESTI, P.L.S. DATED 05/18/2021. (IN FEET ) Scale: 1"=10 2. ARCHITECTURAL INFORMATION TAKEN FROM PLANS FROM 1 inch = 10 ft. Cf CHARLES L. BALDANZA, R.A., DATED 08/09/2021. IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT SETDV. iS NOT AN AUTHORIZED ORIGINAL DOCUMENT. , J. MICHAEL ETRY-PE,PP,RA NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED a

A asec cnasarccsts oe ree — ane ees nn scenes cases ae sconces ccnenenec asramit a SS a sooeemunene TEMPORARY STABILIZATION MORRIS COUNTY SOIL CONSERVATION DISTRICT | SOILS EXPt ‘STC ILED FOR A PERIOD OF GREATER THAN 14 BAYS, a NOT UNGER ACTIVE GON RuGTON, SHA Be SEEDED SO a Ane SEOIMENT CONTROL NOES HAY MULCHED.AND STABILIZED WTH TEMPORARY VEGETATIVE COVER STANDARDS FOR SOL EROSION AND SEDWENT CONTROL IN NEW VERSEY, AND WLL BE IN PLACE PRIOR TO ANY . MALOR SOL DISTURBANCE OR IN THER PROPER SEQUENCE AND MAINTANED UNTIL PERMANENT PROTECTION JS TABLISHED. EETS, \REAS SHEDULED FOR LENGTH ACCORDING TO TABLE 1 PUBLIC | * PAWNS ‘MIN THe ALOTIED "ME FRAME OAL BE ‘STABILIZED 2. ANY DISTURBED, AREA THAT WL, BE LEFT EXPOSED FOR MORE THAN FOURTEEN (14) DAYS, AND NOT SUBIECT a CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PROHIBITS 6” MIN. R.O.W. USING PAVEMENT SUBBASE COURSE. THIS SUBBASE COURSE aor ‘SEEDING, THE DISTURBED AREAS MLL BE MULCHED WITH STRAW OR HAY AND TACKED IN iz - SHALL BE INSTALLED WITHIN 15 DAYS OF PRELIMINARY GRADING. Ree ee ee ena et CE MAGED WR Sr ki 2. ALL AREAS NOT SCHEDULED FOR PAVING SHALL RECEIVE A 3. PERMANENT VEGETATION IS TO BE ESTABLISHED ON EXPOSED AREAS WITHIN TEN (1D) DAYS AFTER FINAL TEMPORARY SEEDING IMMEDIATELY FOLLOWING FOLLOWING ROUGH GRADING, MULCH IS TO BE USED FOR PROTECTION UNTIL VEGETATION IS ESTABLISHED, SEE NOTE 23 BELOW. GRADING. ‘4. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS (STEEP SLOPES, SANDY Conpine ‘SUBUECT EROSION: RECEIVE A TEMPORARY SEEDING IN ACCORDANCE N 59°3017" w (NAD 83) (2172 /2" 033 SI ) 3. APPLY FERTILIZER AT A RATE OF 500 LBS./ACRE OR 11 Note 22 below. ons) re “ ‘ " m | TM IZE No. 2) LBS./1,000 SF. OF 10-20-10 EQUIVALENT. APPLY LIMESTONE AT FOUND CAPPED IRON °47°00” GeAn RUSHED STONE PROVIDE APPROPRIATE TEMPORARY DVERSON BERUS ARE TO BE INSTALLED ON ALL CLEARED ROADWAYS AND EASEMENT AREAS, SEE 0.3’ SOUTH OF REAR LINE N 52°47 00 W STON TRANSITION BETWEEN A RATE OF 2 TONS/ACRES. Tie ONERSGN DETAR . STABILIZED CONSTRUCTION 4, WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF 4 6 PERMANENT SEEDING AND STABIUZATION TO BE IN ACCORDANCE WITH THE “STANDARD FOR PERMANENT & 3.0’ EAST OF LOT LINE wyoon ence 43.00 PROFLE NTS ENTRANCE AND. PUBLIC WOW. PORK UME AND FERTI (Eee cover ro Sok StaueAMON SPEDPED RATES AWD LOCATONS SHALL BE ON THE

WITH THE “STANDARD FOR PERMANENT & 3.0’ EAST OF LOT LINE wyoon ence 43.00 PROFLE NTS ENTRANCE AND. PUBLIC WOW. PORK UME AND FERTI (Eee cover ro Sok StaueAMON SPEDPED RATES AWD LOCATONS SHALL BE ON THE APPROVED - conn WOOD FENCE — 5, TEMPORARY SEEDING WILL BE A MIX OF ANNUAL RYEGRASS OR 7..THE SITE SHALL AT ALL TMES BE GRADED AND MAINTAINED SO THAT ALL STORMWATER RUNOFF 1S DIVERTED. 70:5 SOUTH 0.4" SOUTH ~ |__LENGTH ACCORDING TO TABLE PERENNIAL RYEGRASS AT A RATE OF 100 LBS./ACRE OR 1 TO SOL EROSION AND SEDMENT CONTROL FACLITS ~ LB./1,000 SF. 8. ALL SEDMENTATON STRUCTURES (SLT FENGE, NLET FLTERS, AND SEDMENT BASIS) WL. BE INSPECTED AND tant “ 6. UN-ROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE ’ Q 7k APBLED AT A RATE OF 1-1/2 TO 2 TONS/ACRE. (70 To 90 “TPR ata ANNE TIN LS AAR Te oa ge 2" , . . TO a a ae ae aN eee IEIENER 41) EARTHEN ROAD WUTERSECTS TH A am PAVED ROAD. FARLIZED CONSTRUCTION ACCESS ‘CHART FOR DIMENSIONS. I: H tOUS CONC. WALL P NSIABL 1%, ALL NEW ROADWAYS ML BE TREATED WTH SUTABLE SUB BASE UPON ESTABLISHMENT OF FAL GRADE : \ 1, ALL AREAS NOT SCHEDULED FOR CONSTRUCTION OR LANDSCAPING ELEVATIONS, \ Se EXISTING 6° MIN. THICKNESS TO BE STABILIZED USNC SEED MIXTURE NO. 13 CONSISTING OF 12. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TMES. GROUND . HARD FESCUE AND/OR CHEWING FESCUE AT A RA’ p INSTALL WAY LBS/ACRE (4 LBS/1,000 SF), STRONG CREEPING RED FESCUE 15, BEFORE DISCHARGE PONTS BECOME OPERATIONAL, ALL STORM DRANAGE OUTLETS WLL GE STABLIZED AS VIVTIITT TTT PERENNIAL RYEGRASS & KENTUCKY BLUEGRASS (BLEND), BOTH : Z SILT FENCE pe AT A RATE OF 45 LBS/ACRE (118/100 SF) "*sfOULD BE COMSOSED OF FABRE OR APPROVED MATERIAL SEE [He DEWATERING DETAK © TRIER . E ' = 2. UNIFORMLY APPLY GROUND LIMESTONE AND FERTILIZER TO 15, ALL SEDIMENT BASINS WILL BE CLEANED WHEN THE CAPACITY HAS BEEN REDUCED BY 50% A CLEAN OUT { irs) SPREAD TOPSOIL AT A RATE OF 500 LBS./ACRE OR 11 ELEVATION WILL BE IDENTIFIED ON THE PLAN AND A MARKER INSTALLED ON THE SITE. | 5 25° R LBS./1,000 SF OF 10-10-10 EQUIVALENT. 16. DURING AND AFTER CONSTRUCTION, THE APPLICANT WILL BE RESPONSIBLE FOR THE MAINTENANCE AND & el : ALS. WoRK IND FERTILIZER INTO THE SOIL TO A DEPTH OF 4 BY THE DISTRICT. SMD RESPONSILITY WL END WHEN COMPLETED WORK TS APPROVED BY THE mare l ° 5 NCHes UNTO ONFORM son TO COUNTY SOL CONSERVATION DISTRICT. TWO CAR I 3 4. REMOVE ALL SURFACE DEBRIS AND STONES 2 INCHES OR

CT. SMD RESPONSILITY WL END WHEN COMPLETED WORK TS APPROVED BY THE mare l ° 5 NCHes UNTO ONFORM son TO COUNTY SOL CONSERVATION DISTRICT. TWO CAR I 3 4. REMOVE ALL SURFACE DEBRIS AND STONES 2 INCHES OR LARGER. ‘(STURGANGE ATEA WHOH ARE DESCRATED TO REMAN APTEN CONSTRUCTON AfS T0°OE PROTESTED WIN % inv Seen ! 5 LENGTH OF CONSTRUCTION EXIT TABLE 5. UN-ROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE se ns woes com om ooeeremon steer uty esr [ADDITIONAL MEASURES TO MININIZE ON SITE VINYL SH e / 2 ae APPLIED AT A RATE OF 1-1/2 TO 2 TONS/ACRE (70 TO 90 OR OFF SITE EROSION PROBLEMS DURING CONSTRUCTION. < PERCENT SLOPE LENGTH OF STONE REQUIRED LBS/1,000 SF. oun sa conser — yours 4 TREMAINs f oe 19, HE vonais son. TON OSTICT MUST BE NOTED, MI WRTTNG AT LEAST 48 HOURS FLOR MANHOLE 3 OF ROADWAY [COURSE GRAINED SOILS | FINE GRAINED SOILS 6. INSPECT SEEDBED JUST BEFORE SEEDING IF TRAFFIC HAS LEFT D DISTURBANCE, AND A PRE-CONSTRUCTION MEETING HELD, a THE SOIL COMPACTED. THE AREA MUST BE RE-TILLED AND 20. CONTRACTOR TO SET UP A MEETING TH THE INSPECTOR FOR PERIODIC INSPECTIONS OF THE TEMPORARY | 7 0 TO 2% 50 FT. 100 FT. FIRMED AS ABOVE. ‘SEDIMENT BASIN PRIOR TO AND DURING ITS CONSTRUCTION. . { 2 10 5% 100 FT. 200 FT. 7. A DEPTH OF 5 INCHES OF TOPSOIL IS REQUIRED FOR ALL 2 REPLY GROUND UMESTORE AA RATE OF 90 LBS PER 1000 $0. FTL 19S \ > 5% ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER. ) APPLY FERTIUZER (10-20-10) AT A RATE. OF 11 LBS. PER 1000 SQ. FT. CLLLELSLLS LLL LMG Suit STOKONE WI STRAW OR HAY AT ARATE oF 90 LBS. PER 1000 Sa. / ONTROL_Ni @) APPLY A LIQUID MULCH BINDER OR TAOK TD STRAW OR HAY MULCH. NN Ne t / THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING ~ ores ean ore OF TE STORIE i DUST TEMPORAR’ \ Nf Ni - « ANTI-~TRACKING PAD DETAIL ABELY GROUND LMESTONE AT'A RATE OF 90 195 PER 1000 SO. FT h Pa ? t+ 1. MULCHES — SEE STANDARD FOR STABILIZATION WITH MULCHES DDAPDLY FERTRIZER (10-20 10) AT A RATE OF 12 LBS) PER 1000 SO, LOT 56.04 st a LAY o SCALE N. ONLY (PG. 5-1). <} MULGH DISTURBED SOL Wi STRAW OR HAY AT-A RATE. OF 80 LBS. PER 1000 50, FT (TRACT ONE) N o |! | 1 t+ 2. VEGETATIVE COVER — SEE STANDARD FOR TEMPORARY be enone eee — * i VEGETATIVE COVER (PG. 7-1, PERMANENT VEGETATIVE COVER FOR —y "ECIFICA a eee | { ° SOIL STABILIZATION (PG. 41) AND PERMANENT STABILIZATION SRAPPLY GROUND LMESTONE AT'A RATE

TEMPORARY be enone eee — * i VEGETATIVE COVER (PG. 7-1, PERMANENT VEGETATIVE COVER FOR —y "ECIFICA a eee | { ° SOIL STABILIZATION (PG. 41) AND PERMANENT STABILIZATION SRAPPLY GROUND LMESTONE AT'A RATE OF $0 LBS PE 1000 SO, FT. AND WORK FOUR INCHES ATO SOK. » il 4 4 WITH SOD (PG 6-1). ‘©) APPLY FERTILIZER (10-20-10) AT A OF RATE 11 LBS. PER 1000 SQ. FT. —- \ © AER 1000 Sa. FHC ANG PERE, RIEGEAGS Sea AT O38 LBSCPER 00 Ga Eee TTD AT O7 WS | \\ } ‘ SUT OPENING 3. SPRAY=ON ADHESIVES — ON MINERAL SOLS (NOT EFFECTVE ON coWlal STGORE WI Soe ATA RES bob re ee eT 4 | + | Ke INLET FILTER INSTALLATION MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. f) APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. / : lea WITHOUT FRAME & GRATE NN y | yy I WATER TYPE OF APPLY SOIL COMPACT! NO /. | ss eS \ SECURE "MIRAFI 100X MATERIAL DILUTION NOZZEL GALLONS /ACRE, AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN / NY | I ie \ | (OR EQUIVALENT) FILTER THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, THE O) Z Fy Le FABRIC TO WELDED WIRE ‘ANIONIC ASPHALT 7a COARSE SORAY 1200 ‘SITE IS NOT COVERED IN WOODY VEGETATION NOR REGROWTH. IN ACCORDANCE ? S| \ Ke ‘SUPPORT. EMULSION Z WITH a ERE STANDARD Hsnacuriar arabe (REVISED, 2017), NON Hey ™ iS a VEGE' “Al AREAS FALL COMPA\ ale * / | adi i Es LIMIT OF DISTURBANCE VERE OW OPEING Soe { LATEX EMULSION 12.511 FINE SPRAY 235 ‘A “URBAN REDEVELOPMENT” AND IS. DEFINED BY NUDEP AS "PREVIOUSLY . & iN / NN oly \ I Pel ONE, METHOD IS TO INSERT e'MIN, RESIN IN WATER at FINE SPRAY 300 DEVELOPED". : 4 2 Ss * WOOD s & / i \ a BENEATH THE FABRIC AND CON: TION al 49 Q° oy PROVIDE A SLIT OPENING CCORI JANUFACTURER’S INSTRUCTIONS. S . 128 i \ ea ON ONE SIDE OF THE | FOC UME TT ote AS MA NADOTNE TO SEDIMENT Braws | 1. INSTALL SILT FENCE AND ANTI-TRACKING PAD ‘ eae RAISED FABRIC. CONTRACTOR. TO PROVIDE (PAM) SPRAY TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (DURATION: APPROX. 2 DAYS) s ONE TO! f OVERFLOW OPENING SLIT ON/DRY SPRAY — 2. CLEAR SITE AND ROUGH GRADE 4 ONE STORY oa ‘ keel BACKFILL AFTER | ‘ SEE SEDIMENT BASIN STANDARD (PG. 26-1) if Rel INST TION OF APPROX. 2” ABOVE GRATE (DURATION: APPROX. 1 WEEK) t ae f S| NEN ART ALONG CURB PIECE. 3. CONSTRUCT DWELLING ) Or | ” ACIDULATED SOY (DURATION: APPROX. 6 MONTHS) : | : BEAN SOAP STICK NONE COARSE SPRAY 1200 4 CONSTRUCT PATIO AND DRE. i 1, CONTRACTOR IS TO CLEAN

NEN ART ALONG CURB PIECE. 3. CONSTRUCT DWELLING ) Or | ” ACIDULATED SOY (DURATION: APPROX. 6 MONTHS) : | : BEAN SOAP STICK NONE COARSE SPRAY 1200 4 CONSTRUCT PATIO AND DRE. i 1, CONTRACTOR IS TO CLEAN INLET 7 , i 5. STABILIZE AND SEED ALL DISTURBED AREAS \ nat | i woLnn 6x6", 5/3 ps0 0 N | 2 FILTER AFTER EVERY STORM. 4. TILLAGE - TO TO ROUGHEN SURFACE AND BRING CLODS TO THE (DURATION: APPROX. 2 DAYS) { . WELDI Nea TRI FABRIC SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH 6. REMOVE ALL SOIL EROSION AND SEDIMENT CONTROL WRE SUPPORT AROUND. INLET 2. CONTRACTOR IS. FO REMOVE “ABRI SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING MEASURES iI i FRAME AND GRATE. EXTEND AND MESH JUST PRIOR TO PAVING. ‘ON WINDWARD SIDE IF SITE. CHISEL-TYPE PLOWS SPACED ABOUT (DURATION: APPROX. 1 DAY) eat ~ 6° MIN. AT SIDES. 3. OVERFLOW wc SHALL SAFELY 12 INCHES APART, AND SPRING TOOTHED HARROWS ARE RED . lJ 3 OVERFLOW OPENING SHALL SAFELY r; EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE SOIL. : 24 HR. STORM. (3 = \ iy © 3 5. SPRINKLING — SITE IS SPRINKLED UNTIL SURFACE IS WET. SURVEY, MAP PRINTED ON 08-23-2021 OY | as SS | o = 6. — SOLID BOARD FENCES, SNOW FENCES, BURLAP | = ro) J 2 a w IN LET FAL TER DETAI L PARES ate WALLS, BALES OF HAY, AND SIMILAR MATERIALS: Ris — RIVERHEAD GRAVELLY SANDY LOAM, 8 TO 15 PERCENT i -oOv m, SCALE N.T.S. CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. 11/2 STORY | ® Sw x 8 7. CALCIUM CHLORIDE — SHALL BE IN THE FORM OF LOOSE, ORY FRAME ie See tS % GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH XAME DWELLING ies CS a) COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP THE { L SIDED) | fomrae SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. (VINYL SID K one _ i ze IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO | pe) ~ Zz z PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND: | PLANTS. /aon INN SOIL EROSION LEGEND i IN fe DRAWSTRING RUNNING THROUGH 7 > lo = a FABRIC ALONG TOP OF FENCE ig g lig = X ———— _ FILTER FABRIC FENCING (SEE DETAIL) i a i INSTALL | | 2 -—- — =) — | — _LIMITOF DISTURBANCE K | 6k S ANTI TRACKING PAD | \ es i ea INLET FILTER | Pe ANTI-TRACKING PAD (SEE DETAIL) ! B : PS oSken } B \ z \ P 2 \ le = & 1. FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO~CENTER OR CLOSER. THEY SHALL EXTEND ¢ AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND (FIG. 25~2). ae FABRIC SECURED TO POST WITH METAL

E POSTS SHALL BE SPACED 8 FEET CENTER-TO~CENTER OR CLOSER. THEY SHALL EXTEND ¢ AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND (FIG. 25~2). ae FABRIC SECURED TO POST WITH METAL POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITHA MINIMUM DIAMETER THICKNESS. OF 1.5. INCHES. 2 ‘ASTENERS AND REINFORCEMENT 2 A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, = BETWEEN FASTENER AND FABRIC — FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC a WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. TOTAL AREA OF DISTURB ANCE: G 3. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER, SHALL BE BURIED AT : SILT ACCUMULATION LEAST 6 INCH P IN THE GROUND. FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE \-e GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF 5,956 SQ.FT. OR 0.137 + AC. TW » METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON , . VN 110.00 WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE \ ——— PARR. INE CASTENNG SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL i ATE A ING IN THE T( EL TO SOUTH VALLEY ROAD DRA\ fOP POI THE FENCE FOR ADDED STRENGTH. 1 VILL LG R 3 REVISED PER COMMENTS FROM ZONING BOARD 07/07/2022 MP 1 7 N aN | i } ' DIG 6” DEEP TRENCH, ok i 2 oe / i Lo ? é ia f i i BURY BOTTOM FLAP, ae 2 REVISED APPLICANT 10/20/2021 JMP wT Tt 1 > + Wy i i LACE | H ! | —o / 74° GAS|MAIN | | / L wy ; \ ' I i i 1 | | (MARK per | / ! / iN n she > 0 0” E | f t P ce) B i | | H i 1 REVISED BUILDING SETBACK AND STAIRS 10/05/2021 JMP- ° i VU.B. / ] | 2 4, / ’ | f |! ' I / ! / \ i ' I i i i ' / fi / i PN + 7S 593017" E (NAD 83) | I ! | | / f H I SILT FENCE DETAIL REVISION DESCRIPTION DATE BY | ! f i i ! / ! | i ! ; ! I ! i i j SCALE N.TS. H ! pa ; ; ‘ | | ; i /l an | } / ! I j H ; PREPARED FOR i f i ! fe) | i ® / 19 WHEATLAND DEVELOPMENT, LLC a H j f ! i] | : ; 5 | H i , | f i I | / 17 WHEATLAND AVE 7 f 2 I 2 | | i (R. OM. nue 7 / j ; 9 i / / BLOCK 39 LOT 56.06 / 2 | / ° I , { i é NL / i | ' i / H ! / TOWNSHIP OF WEST ORANGE Hl : 8 | i i l ! i i l } | 7 l | i i f | / : [ | ESSEX COUNTY, NEW JERSEY 1 i | H ! | I | ' i | i ; i | | ® 1 1 { 7 \ \ 1 \ { | \ ! | ! 8 \ \ \ \ \ 1 i i | | | ° | SOIL EROSION AND SEDIMENT CONTROL 1 i 1

: 8 | i i l ! i i l } | 7 l | i i f | / : [ | ESSEX COUNTY, NEW JERSEY 1 i | H ! | I | ' i | i ; i | | ® 1 1 { 7 \ \ 1 \ { | \ ! | ! 8 \ \ \ \ \ 1 i i | | | ° | SOIL EROSION AND SEDIMENT CONTROL 1 i 1 i H L \ | | | ! ® ' | ' | oe Designer: JMP ©. re © e =) i= | FR / Draftsman: JAF Me BOUNTY AND TOPOGRAPHIC SURVEY INFORMATION GRAPHIC SCALE . ENGINEERING , LLC Checked By: JMP TAKEN FROM A CERTAIN MAP ENTITLED BOUNDARY & 10 ry 5 10 20 40 OD DIVISION OF CONSUMER AFFAIRS LICENSE NUMBER 24GAz8155900 id TOPOGRAPHIC SURVEY OF 17 WHEATLAND AVENUE, LOT So ‘© BPMN EL Oa) 22770 EAL IS} T OI Project No. 21-125, 56.06 IN BLOCK 39, TOWNSHIP OF WEST ORANGE, ESSEX cueeree eee: vi COUNTY, NEW JERSEY SIGNED BY GEORGE PRONESTI, P.L.S. . an DATED 05/18/2021. (IN FEET ) Seale: 1-10 2. ARCHITECTURAL INFORMATION TAKEN FROM PLANS FROM 1inch = 10 ft. CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN A RAISED Le Sheet: CHARLES L. BALDANZA, R.A., DATED 08/09/2021. IMPRESSION SEAL OF THE UNDERSIGNED PROFESSIONAL, IT P| IS NOT AN AUTHORIZED ORIGINAL DOCUMENT. J. MICHAEL ETRY- PE, PP, RA SP-2 NJ PROFESSIONAL ENGINEER LIC. No. 36662 DATED __oapepeoes sesceeres oan See RSKD nena ew — —_ eee ee sn Std oe oe sectors ro a ee a ne co ee senescent sl