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Decision 4645 Site Plan of Land 3f J ROUTE ff. ....- _-.._._._..___-....._� PHI TESIPATH 11 `RAILROAD rJSrBgy •p0 LOCUS a ,MID -CAP HIGHWAY LOCUS MAP ASSESSOR'S MAP 110. PARCEL B ZONING DISTRICTS. B3 A APD A4IN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - 10', REAR - 30' A T TJ MAXIMUM BUILDING COVERAGE - 35X YY HIT �`S' P 1 L! Grar BASIN52 MAXIMU,<I LOT COVERAGE - 70x WHEN ARTIFICIAL RECHARGE L RIM-98.52 ---�yt�LxsaNCE���' _90.7 OF EXCESS RUNOFF IS PROVIDED. - � W.SaFD6fAW-E _ -__+_ _ FLOOD ZONE X. PANEL 25001CO583J DATED 7/16/14 Bu. Gra BASIN _ \ RLN -99. SJ1_ ���\\\ 'l9. G 199 f 7 \ \ B. S AREA CALCULATIONS: 19 y_----- » L '.,R �- d : , \_� (U I\o,19 qq / PNOI'OSI:U I ANUSCAPLO Rio ._ .. r.100 - �J � PROPO$ED.GTQf. TOTAL LOT AREA - 27.8103 S.F. - 0.641 ACRES LANOUNO SIGN PIANILD Wr Llf BASIN RIM -100.5 NAfl Vr 51IR1/115 AND /Of? Ii TOTAL BUILDING AREA - 5.0003 S.F. - IS.Ox OF SITE ORNAMFNIAf. GRASSES-�N 8448'25 TOTAL PARKING AND DRIVE - 13.3821 S.F. - 48.IX OF SITE _ , 5 00' - �, 99 5 TOTAL IMPERVIOUS AREA - 18.3823 S.F. - 66.Ix OF SITE \ or9 rwO POs r£D _ -_ _ -# Il ` 101.6 -- PROPOSED CA 1 \ �- WHIIC 5/GN-/- 70 LulILR 107-5 , BASIN R/N-1Q0.03 IN PARKING CAL CULA TIONS: BLLAC NLD AID 30,.4.91 - �i GK LEIItf�N1 NL' INDUSTRIAL USE. 2000 $F / 200 SF PER PERSON - 10 PEOPLE IYNOPDgDIAxN g+ STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE PROf•U.tt, J(.At IPIN A 0 PEOPLE l+rtf 5 aD - Of, Pl.H TOTAL OCCUPANCY LOAD 2 P SLft I4 AN NI r)1W it AM O I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- 10 SPACES REQUIRED -,\- i m DDi sp T_1000 ' PrrsOz J I TOTAL SPACES PROVIDED - 10 SPACES " " Wi3 sr ARouNG +' 107.2 \\ // m PROPOSEDI- 07.7 t \ 1/ LICHT (TYP) t I U7 i-{-fGZ7 v WTE u I Dl 2 GENERAL NO TES : m 1. PROPERTY LINE INFORMATION WAS COMPILED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES m CO m NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.1m4 \ t a A 1O BUILDING 2, VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS PROPOSED SET. SEE SITE PLAN. A THREE BAYS 3. NO DETERMINATION HAS BEEN•MADE.AS TO '\ - > co T HOLDING COMPLIANCE WITH DEED RESTRICTIONS OR ZONING - .••- '.I lee lr' 02 YEN T'� rr.r rd, .�r UI C. tVIL UlNG' Gl 1 / REGULATIONS. IT SHALL REMAIN THE CLIENTS :,I! I(AN c VOW /f.AMB A o I 1 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL _ o- o .}rp7.l I Loz.s I \ PERMITS. VARIANCES ETC. FOR THIS PROJECT. EXISTING \ BUILDING 4. 1T SHALL REMAIN THE CLIENT'S RESPONSIBILITY mr\ y TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS TO BE CONTAINED ON SITE. 6. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER. AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' 1.14 DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. /0. D -BOX IS TD BE WATER TESTED TO CHECK FOR LEVEL. II. BEFORE CONSTRUCTION CALL -DIG-SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. �- Ln IXr57INo U ,i Ln _ 5!I.1IC 5Y54u FLOOR DRAINS ITYP) b - SEE FLOOR PLANS -w FOR EXACT LOCATIONS t, tl � ni JJ z O N u a T U'A n 50 am Ln z PROPOSED W L 16HT tTYPI � F v p� O a 2-41" DlAY x 6. DEEP P1 TS :I_ lU7 o ..PAVED Q --- '101.9 WN' STONE' AROUND PROPOSED a T PARKING AREA - w ` n PROPOSED SLW BASIN O - \ I _ I Irr1r. ,:• J '.0 Irl -IL PROPOSED CATCH _I___ --___I, //fit 2c CIL IN Bufal? - C BASIN RIN+102.0 I Atlfln:h" Iranf AND VIRCIl_ 110 70, i PROPOSED J' CAIIYIH (IVY! - INII Al 20' OC IN BUiFdR At tl YNAft 5'PRUCL AND DlIeCll 1500 GALLON f ' 2 CONPARTNENT V. SEPTIC TANK Oi t ' LOT S na n / 27.8101 S.F. / D -BOX' -,Q.. GRAVEL PROPOSED •Y..�..' STORAGE AREA 2-500 GALLON'. LEACHING CH"ERS 9/4• STONE AROLND..-.% �9lY•1 STa LNED VENT I r... 12.8' wA/N SE SALE - i , JI SF YIN ID' 10. -a- ,Of + IYxf 4,41 oJ.4 tsOl5 7A-23,110.6 / I Iu.r I ACCESS COVERS MUST INVERT ELEVATIONS: DESIGN CRITERIA: ® 9' MINIMUM. -W--+ WATER LINE BE TO FINISH GRADEINVERT 3' MAXIMUM COVER AT BUILDING: 102.0 DESIGN FLOW: FIRST 2' TO INVERT IN SEPTIC TANK: 100.65 FACTORY. INDUSTRIAL AND STORAGE USE BE LEVEL A41N 2. OF PEASTONE INVERT OUT SEPTIC TANK: 100.4 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD 4•DIAN CAST IRON INVERT 1N DIST. BOX: 100.27 1000 SF OFFICE It 75 GPD/1000 SF - 75 GPD ---fop ___ 3/4' - 1 1/2" DIA. INVERT OUT DIST. BOX: 100.1 TOTAL FLOW - 300 GPD 102.0 U6 100.4 9A 2• H-20 OUBLE WASHED STONE INVERT IN LEACH CHAMBER: 100.0 - /00.65 100.27 b LEACHING 98.0 SEPTIC TANK REQUIRED: 2 COMPARTMENT �SBAFYL 1000 O Soo a BOTTOM OF LEACH CHAMBER: '0 300 G.P.D. X 2002 - 600 GAL. IIT COMP 3 OUTLET 2-500 GAL LEACHING CHAMBERS ADJUSTED GROUND W.4 TER: N/A D -BOX W/4' STONE AROUND. 12.8'W x 25'1 x 2'd N/A 300 G.P.D. X IOOx - 300 GAL. 2nd COMP 1500 GAL H-20 OBSERVED GROUND WATER: SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP H_20 2 COMPARTMENT BOTTOM OF TEST HOLE •1: 94.0 SEPTIC TANK 6- CRUSHED STONE OR SOIL ABSORPTION SYSTEM REOUIRED: COMPACTED BASE DESIGN PERC RATE ! 5 MIN/INCH PROF I LE: NOT TO SCALE SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED PROVIDED: 2-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-471 S.F. 471 S.F. x 0.74 - 348 G.P.D. 32' D1AM HEAVY DUTY TOTAL NITROGEN LOADING ALLOWED BASED ON L CAST IRON GASKETED COVERS SIZE - 27.810 S.F.110.000 X 110 - 305 GPC �TO FINISH GRADE. HOLDING TANK NOTES: NITROGEN LOADING PROPOSED - 300 GPD. OK v£Nr TO BE ROUTED 1. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE SOIL TEST P l T DA TA49 T1WU BUILD/MO 1N ACCORDANCE' WITH NON -HAZARDOUS 1500 GALLON WASTE WATER TANK INDICATES -]Z INDICATES �� �1 - -' STATE' b.AD FROM ACME PRECAST CO. AUDIO AND VISUAL -ALARMS W1TH � � PERCOLATION = OBSERVED- , Tf57 GROUNDWATER ODCSL PLu1B/kG CODES FL DAT SWITCH SET AT •1: INTERIOR TANK AT 75x CAPACITY - - .. ALL PIPING TO BE AND *2: BETWEEN THE TWO TANKS AS CLOSE TO THE BOTTOM TP of TP 02 GST IRON AS POSSIBLE. 0_ NoalzoN TEXTURE COLOR 104.0 0. HORIZON TEXTURE COLOR 104 ~�-ALL /AIL£r. VENT AND FILL FILL - - 99.0 ELECTRICAL HOLES TO Of 2, A PUMPING CONTRACT WITH A LICENSED SEPTIC 32' _ w PROVIDED 1f7N FACTORY CONTRACTOR fS REQUIRED FOR THIS HOLDING TANK � - - _ _ _ ___' ' - - - _ IOI.3 28'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ fol, " nx WACfTy INSTALLED BOOTS. INSTALLATION. 2 '+ � �IOYR - C 1 IOYR C 1 EAK DETECTION DEVISE ' ,, .. •... ,, ., J. OPERATION AND MAINTENANCE OF THIS SYSTEM SAND SAND $ANDMEDI711 7/3 . SAND 773 REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH i�'��•°p�� WATER ALARM SOUNDS 175x CAPACITY). CONTROL PANEL 6" CRUSHED STONE _ TO BE LOCATED INSIDE OF BUILDING. sO OR COMPACTED BASE 4. ENGINEER TO INSPECT ANO CERTIFY THE INSTALLATION H-20 PRECAST NON -HAZARDOUS 1500 GALLON OF THE HOLDING TANK TO THE 904RD OF HEALTH WASTE WATER TANK BY ACME PRECAST CO. AND MASS DEP. 120- NO WATER I 914.0 12 NO WATER INNER TANK IS A 1500 GALLON MONOLITHIC TANK OUTER TANK IS A 2500 GALLON H-20 TANK. DATE: ✓ucr So. 20Is S TEST BY: STEPHEN 1 TANKS TO BE FACTORY WATERPROOFED WITNESSED BY: ANY VohwmE PERC RATE: f 1 NIN/INW INDUSTRIAL WASTEWATER HOLDING TANK 1102.6 <lI✓/ --- -I LOJ-B PROP05ED J - CAL I P£R ` - - - -- -' 106.76 IRrtAt 70' OC IN Burr LR AL rERNAlI SPRUCE AND BINCII RAIL ROAD O 15 30 60 ., 12" HDPE PIPE FROM CATCH BASIN (FOR SUMP B' H2O CAST IRON FRAME AND GRATE. OR FRAME AND COVER C(4'BRICK LEVELING COU,?SE .th`R r AkF(� IN PLACE . _I'DIA VENT CLEANOUT 12' HDPE PIPE I TEE T TO LEACHING PIT 4 �D U' Z H-20 SOLID Ln M 1 CATCH BASIN H-20 CONC SLAB I- 6' DI AM W/12' DIA LEACH HOLE CA TCH AND SUMP BASIN DETA IL NO SCALE LEGEND ® CONCRETE BOUND FOUND ® WATER GATE -W--+ WATER LINE O HYDRANT © GAS GATE -G- GAS LINE ® CATCH BASIN =-v UTILITY POLE W/ GUY WIRE - OHW --- OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE +40.4 EXISTING SPOT ELEVATION ---fop ___ EXISTING CONTOUR 40.4 PROPOSED SPOT ELEVATION E- RUNOFF DIRECTION AROUND SEE PLAN IJ I `- SEE PLAN-/ LEACHING BASIN DETA IL NO SCALE TYPE 1-1 BITUMINOUS CONCRETE • 1 1/2" BINDER COURSE. l 1/2' TOP COURSE • 6.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PAVEMENT DETA IL NO SCALE S l TE- FL -AN OF:- L_ANO 8' M/N.'H20 CAST CLAY BRICK LEVELING COURSE ME AND COVER MORTARED IN PLACEVENT 4'MIN. PEAS TONE ROBE -RT H GRADE P . O. BOX 1 1 S . CENTERV I LLE . MA 02632 POLY - 114 'IFT ----FROM REVISED: JW REVISED: BASINMORTAR REVISED: SEPTEMBER 18. 2015 (WATER LINE. Cl PIPE NOTE) STEPHEN A. HAAS E N G I NEER I N C, INC �1 P. O. B o x 16 South Donn i !3. MA 02660 ALL 362-8132 JOINTS LEACHING , 3/4'-11/2' DOUBLE BASIN '0 WASHED STONE ALL (H-20) AROUND SEE PLAN IJ I `- SEE PLAN-/ LEACHING BASIN DETA IL NO SCALE TYPE 1-1 BITUMINOUS CONCRETE • 1 1/2" BINDER COURSE. l 1/2' TOP COURSE • 6.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PAVEMENT DETA IL NO SCALE S l TE- FL -AN OF:- L_ANO 373�j WH I TES PATH . MAP I 1 0. PAROE'L 8 SGUTH YARMOUTH. MA. PREPARED FOR: ROBE -RT B. OUR I I I P . O. BOX 1 1 S . CENTERV I LLE . MA 02632 SCALE: 1"- 20* MAY 28. 2015 REVISED: AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) REVISED: SEPTEMBER 18. 2015 (WATER LINE. Cl PIPE NOTE) STEPHEN A. HAAS E N G I NEER I N C, INC �1 P. O. B o x 16 South Donn i !3. MA 02660 362-8132 JOB NO: 15-002