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Decision 4645 Site Plan of LandLOCUS. MAP MID CAFE HIGHWAY ASSESSOR'S MAP 110, PARCEL 8 ZONING DISTRICTS. 83 6 APD MIN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' 1 SETBACKS: FRONT - 30', SIDE - lO'. REAR - 30' 3 MAXIMUM BUILDING COVERAGE -.35x F A T H MAXIMUM LOT COVERAGE • 70x WHEN ARTIFICIAL RECHARGE . WHITES CATCH BASIN OF EXCESS RUNOFF IS PROVIDED, '` no'sl�ois*aNCE ®RIM -96.52 98 FLOOD ZONE X. PANEL 25001CO563J DATED 7/16/14 ��_�oa.si�ors*nNCE-------------- 804, ---- -----'BM. CATCH BASIN RIM -99. 53�` 99.1 AREA CALCULATIONS: 99.6 01.6 +99. I X99.7 b +9R 5 _ `09 7 rROPn$CD �I ANIi'.CAPED BLD-±- h�-SLB_- �\ / +(a )\6 TOTAL LOT AREA 27.8/02 S.F. - 0.642 ACRES __ DD- mss. - PROPOSED -CATCH @ - ?ROVN4 SIGN PLANTED WITH TOTAL BUILDING AREA - 5.0002 S.F. - 18.0x OF SITE NAZI VE SHR1,95 AND /OR BASINRIM-100.5 ''N �� \/O" TOTAL PARKING AND DRIVE - 13.3822 S.F. - 48.1w OF SITE ORNAMENTAL GRASSES,b4-;fC2F 'E- _ TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66.1x OF SITE y 00�'oa\ +99.5 TWO POSTED - - - - - _ 1016 WHITE SIGN I FFEF 07,.5 PROPOSED CATLH PARKING CAL COLA TIONS: W1TH RED ARID / 20 EU BASIN RIM -100.0 - \ f 301, 4,91 1 k N SLACK CETTRIfJG .i INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON • 10 PEOPLE _� a ?" PROPOSED LAWN \ \ STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE'¢ 24 10' \ PRcvcsEn 3' CA! IrER - - - - . ' TOTAL OCCUPANCY LOADo- - 20 PEOPLE TREES 20' CC PER 517E PLAN REV0IEW TEAM �a o 1 0 :I N n "B Rz ! SPACE/2 OCCUPANTS FOR BU15/NESS/fNDUS TR IAL- 10 SPACES REQUIRED _ '- � TOTAL SPACES PROVIDED !0 SPACES xpo 5 2-1000 GAL PITS + W/J' STONE AROUND AA* 102 3 1� PROPOSED+ 02.2 , LIGHT rrrP) 1 / . 102. 2. GATE + c + GENERAL NOTES: - N 107 2 II' o EXISTING 1 - e < BUILDING 1. PROPERTY LINE INFORMATION WAS COMPILED FROM \ o m AVAILABLE PLANS AND DEEDS OF RECORD AND DOES � N CO o NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. \ c x 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS w SET. SEE SITE PLAN. PROPOSED BUILDING .�- _ THREE BAYS 3. NO DETERMINATION HAS BEEN MADE AS TO FL. -103.0 o ., COMPLIANCE WITH GEED RESTRICTIONS OR ZONING CO HOLDING r r'S A IFEF 1- c _ V. NT . TAN REGULATIONS, I'T SHALL REMAIN THE CLIENTS " rPErs.✓: o.-. RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL PER s1rE F_AN 1- sA s PERMITS. VARIANCES ETC. FOR THIS PROJECT. m - EXISTING - BUILDING 4. IT SHALLREMAINTHE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION m y 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' IN 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, 10. D -BOX 1S TO 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. WORK MUST CONFORM TO ALL T N ByL& REGULATTNS YARMOUTH WATER DEPT DATE + 102 2 v LEGEND_ ACCESS COVERS MUST 9' MINIMUM, INVERT ELEVATIONS: WATER GATE DESIGN CRITERIA: Y ? ° d n TO FINISH GRADE _ f � z a .� N PROPOSED A NBE + 102. -'o- 3' MAXIMUM COVER INVERT AT BUILDING: 102.0 DESIGN FLOW: A o FIRST 2' TO BE LEVEL � A T INVERT IN SEPTIC TANK: 100.65 FACTORY, INDUSTRIAL AND STORAGE USE - 4' DMM CAST IRON Y rp •I MIN 2- 01' PEASTONE INVERT OUT SEPTIC TANK: 100.4 3 SAYS AT 5 PEOPLE/8AY x 15 GPD - 225 GPD I F FILL J2' - --- - - - - - - - - - - - - 101.3 26' INVERT IN DIST. 80X: 100.27 1000 SF OFFICE x 75 GPD/1000 $F - 75 GPD 7/3 SAND T/J 3/4' - 1 1/2' DIA. INVERT OUT DIST. BOX: 100.1 TOTAL FLOW - 300 GPD 102.0 ° 100.4 1 1 $B T2 H -P0 �, DOUBLE WASHED STONE 100.65 uSRAFFL 100.2 98'0 INVERT 1N LEACH CHAMBER: 100.0 low B $00 a 1 0 0 BOTTOM OF LEACH CHAMBER: 98. 0 SEPTIC TANK REQUIRED: 2 COMPARTMENT D 3OUTLET 2-500 GAL LEACHING CHAMBERS ADJUSTED GROUND WATER: N/A 300 G.P.D. X 200-Y - 600 GAL. Is1 COMP 0 80XW/4' STONE AROUND. 12.8'W x 25'1 x 2'd 300 G.P.D. X IOOx - 300 GAL. 2nd COMP 1500 GAL OBSERVED GROUND WATER: H-20 SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP 2 COMPARTMMENTENT BOTTOM OF TEST HOLE •l: 94.NIA 94.0 LOCUS. MAP MID CAFE HIGHWAY ASSESSOR'S MAP 110, PARCEL 8 ZONING DISTRICTS. 83 6 APD MIN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' 1 SETBACKS: FRONT - 30', SIDE - lO'. REAR - 30' 3 MAXIMUM BUILDING COVERAGE -.35x F A T H MAXIMUM LOT COVERAGE • 70x WHEN ARTIFICIAL RECHARGE . WHITES CATCH BASIN OF EXCESS RUNOFF IS PROVIDED, '` no'sl�ois*aNCE ®RIM -96.52 98 FLOOD ZONE X. PANEL 25001CO563J DATED 7/16/14 ��_�oa.si�ors*nNCE-------------- 804, ---- -----'BM. CATCH BASIN RIM -99. 53�` 99.1 AREA CALCULATIONS: 99.6 01.6 +99. I X99.7 b +9R 5 _ `09 7 rROPn$CD �I ANIi'.CAPED BLD-±- h�-SLB_- �\ / +(a )\6 TOTAL LOT AREA 27.8/02 S.F. - 0.642 ACRES __ DD- mss. - PROPOSED -CATCH @ - ?ROVN4 SIGN PLANTED WITH TOTAL BUILDING AREA - 5.0002 S.F. - 18.0x OF SITE NAZI VE SHR1,95 AND /OR BASINRIM-100.5 ''N �� \/O" TOTAL PARKING AND DRIVE - 13.3822 S.F. - 48.1w OF SITE ORNAMENTAL GRASSES,b4-;fC2F 'E- _ TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66.1x OF SITE y 00�'oa\ +99.5 TWO POSTED - - - - - _ 1016 WHITE SIGN I FFEF 07,.5 PROPOSED CATLH PARKING CAL COLA TIONS: W1TH RED ARID / 20 EU BASIN RIM -100.0 - \ f 301, 4,91 1 k N SLACK CETTRIfJG .i INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON • 10 PEOPLE _� a ?" PROPOSED LAWN \ \ STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE'¢ 24 10' \ PRcvcsEn 3' CA! IrER - - - - . ' TOTAL OCCUPANCY LOADo- - 20 PEOPLE TREES 20' CC PER 517E PLAN REV0IEW TEAM �a o 1 0 :I N n "B Rz ! SPACE/2 OCCUPANTS FOR BU15/NESS/fNDUS TR IAL- 10 SPACES REQUIRED _ '- � TOTAL SPACES PROVIDED !0 SPACES xpo 5 2-1000 GAL PITS + W/J' STONE AROUND AA* 102 3 1� PROPOSED+ 02.2 , LIGHT rrrP) 1 / . 102. 2. GATE + c + GENERAL NOTES: - N 107 2 II' o EXISTING 1 - e < BUILDING 1. PROPERTY LINE INFORMATION WAS COMPILED FROM \ o m AVAILABLE PLANS AND DEEDS OF RECORD AND DOES � N CO o NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. \ c x 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS w SET. SEE SITE PLAN. PROPOSED BUILDING .�- _ THREE BAYS 3. NO DETERMINATION HAS BEEN MADE AS TO FL. -103.0 o ., COMPLIANCE WITH GEED RESTRICTIONS OR ZONING CO HOLDING r r'S A IFEF 1- c _ V. NT . TAN REGULATIONS, I'T SHALL REMAIN THE CLIENTS " rPErs.✓: o.-. RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL PER s1rE F_AN 1- sA s PERMITS. VARIANCES ETC. FOR THIS PROJECT. m - EXISTING - BUILDING 4. IT SHALLREMAINTHE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION m y 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' IN 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, 10. D -BOX 1S TO 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. WORK MUST CONFORM TO ALL T N ByL& REGULATTNS YARMOUTH WATER DEPT DATE + 102 2 v LEGEND_ A 0 co Z O WATER GATE o�N, o Y ? ° d n w a T _ f � z a .� N PROPOSED A .' + 102. -'o- a � m 2-500 GALLON A o EXISTING SPOT ELEVATION � A T 40.40 p T _V PERCOLATION OBSERVED A Y PROPOSED 3' CALIPER LEGEND_ TREE AT 24' CC IN Bt;rFER co ALTERNATE 5F°C'CE AND BIRCH WATER GATE -W- Y ? ° 1500 GALLON w a T 2 COMPARTMENT a .� SEPTIC TANK PROPOSED A .' LIGHT (TYR) •? -'o- UTILITY POLE W/ GUY WIRE � D 2-500 GALLON UNDERGROUND TELEPHONE LINE LEACHING CHAMBERS EXISTING SPOT ELEVATION W/4' STONE AROUND 40.40 FLOOR DRAINS (TYR) LEGEND_ SEE FLOOR OOR PLANS N FOR EXACT LOCATIONS WATER GATE -W- O 50 • w a T © a .� -G- PROPOSED A ® LIGHT (TYR) •? EX15'laC SEPTIC 5TSrEN O Op,�SPOUr PROPOSED PAVED 0 l (p PE 0 2-8' DfAM x 6' DEEP PITS �. 102.5 102.9 W/4' STONE AROUND PARKING AREA _ PROPOSED SUMP BASIN 0 ' 1 I PROPOSED CArL7) I BASIN RIM,462.0 \ i I IO x 20' PPOPOSED 3' CALIPER I (TYP) TREE AT 20' OC IN BUFFER .. 1 ALTEFNArE SPRVCE AND BIRCH N I i +103.3. 10 Ae SEPTIC TANK 6 CRUSHED STONE OR COMPACTED BASE PROF I L E: NOT TO SCALE 32' DIAM HEAVY DUTY CAST IRON GASKETED COVERS TO FINISH GRADE, VENT TO BE ROUTED ° THRU BUILDING IN ACCORDANCE WITH STATE AND ODCAL PLUMB/NG CODES ALL PIPING TO BE CAST IRON st 7---�ALL INLET, VENT AND k _ 99.0 ELECTRICAL HOLES TO BE PROVIDED WI IN FACTORY 7Ss CAPACITY INSTALLED BOOTS. iyQ ^I6 ° EAK DETECTION DEVISE 6' CRUSHED STONE OR COMPACTED BASE H-20 PRECAST NON -HAZARDOUS 1500 GALLON WASTE WATER TANK BY ACME PRECAST CO. INNER TANK IS A 1500 GALLON MONOLITHIC TANK OUTER TANK 15 A 2500 GALLON H-10 TANK. TANKS TO BE FACTORY WATERPROOFED I ND US TR I A L WA S TEWA TER HOLDING TANK 1 LOT 5 102.6 +, � I +rD2.R BDx 27.810{ S.F, H PROPOSED GRAVEL I - - - - - - - - - _ STORAGE AREA ? - - - - - I TPr2_ \ 1 1' \ ` 570NE L/ACD NT IT. - - - DRAINAGE SWALE Sl SF MIN 10' / - - 10'' m /® ® e ,L - - -/---- BUFFER ?�' PROPOSED 3' CALIPER"-'---- 10 A Al IQ6',6 TREE AT 20' OC IN BUFFER 10J G // (301 3-+50•W AL TEFNATE SPRUCE AND BIRCH + / -!1.^ S TA, Z 104.6 ----------------- 106. ----re6.a AI L ROAD + 104 I 0 15 30 60 +103 I 7 JOHN Z DEMAREST,JR HOLDING TANK" NO TES : 1. HOLDING TkVi, SHALL BE 14-20 PRECAST CONCRETE NON -HAZARDOUS 1500 GA'.LON WASTE WATER TANK FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH FLOAT SWITCH SET AT +1: INTERIOR TANK AT 75x CAPACITY AND #2: BETWEEN THE T'VO TANKS AS CLOSE TO THE BOTTOM AS POSSIBLE. 2. A PUMPING CONTRACT W('H A LICENSED SEPTIC CONTRACTOR IS REOU/REO FOR THIS HOLDING TANK INSTALLATION. J. OPERATION AND MAINTENI:NCE OF THIS SYSTEM REQUIRES THAT THE TANI BE PUMPED WHEN THE HIGH WATER ALARM SOUNDS (75X CAPACITY). CONTROL PANEL TO BE LOCATED INSIDE CF BUILDING. 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION OF THE HOLDING TANK To THE BOARD OF HEALTH AND MASS DEP. • 8' H2O CAST IRON fFRAME AND GRATE OR FR.:ME AND COVER CLAY BRICK 1EVEL1Ny COURSE MORTARED IN PLACE - /"VIA VENT 12' HDPE PIPE FROM CLEANOUT r v 12' HOFF PIPE CATCH BASIN (FOR SUMP) TEE TO LEACHING PIT e T n H-20 SOLID CATCH BASIN H-20 CONC SLAB ��--- 6' DIAM ----� W/12 DIA LEACH HOLE CATCH AND SUMP BASIN DETAIL NO SCALE -�- 94.0 /20'1 DATE: JULY 30, 2015 TESTO Y: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH 8' MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTAREDIN PLACE �TO F I' VENT 4' MIN. PEASTONEINISH GRADE 7 TO F 4 MIL POLY 114 -IFT-_ _•1.. r ----A 'FROM SAS/N MORTAR ALL 0"" JOINTS LEACHING 3/4'-11/2' DOUBLE BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DE TA IL NO SCALE 04 0, TYPE l-1 BITUMINOUS CONCRETE 1 1/2- BINDER COURSE, 1 1/2' TOP COURSE • '. 8.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PA VEMENT DE TA I L NO SCALE MGL AND FIRE TOWN OF YARMOUTH REVIEWED FOR CODE COMPLIANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" iC COMPLIANCE. DATE: &E, L-�e� Q INSPECTOR S I TE- PLAN OF LAND 373 WH I TES PATH . MAP / J O , PARCEL 8 SOUTH YARMOUTH. MA P R E P A R E D F O R ROBE -RT B. OUR 1 1 1 P. 0 . BOX l 1 S . CENTE-RV I LLE . MA 02632 SCALE : I -- - 20* MAY 28 , 20 1 S 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) S T E P H E N A. HAAS _ ENGINEERING, INC 05�16 Sou t h Dan ( n MA 02660 50B 362-8132 JOB NO: 15-002 j� I') I Ste. i i 's -0F -610 q- 1/0 L v Ii LEGEND_ B CONCRETE BOUND FOUND 0 WATER GATE -W- WATER LINE O HYDRANT © GAS GATE -G- GAS LINE ® CATCH BASIN -'o- UTILITY POLE W/ GUY WIRE - OHW - OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE +40.4 EXISTING SPOT ELEVATION ---/DO --- EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION _V PERCOLATION OBSERVED RUNOFF DIRECTION -�- 94.0 /20'1 DATE: JULY 30, 2015 TESTO Y: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH 8' MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTAREDIN PLACE �TO F I' VENT 4' MIN. PEASTONEINISH GRADE 7 TO F 4 MIL POLY 114 -IFT-_ _•1.. r ----A 'FROM SAS/N MORTAR ALL 0"" JOINTS LEACHING 3/4'-11/2' DOUBLE BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DE TA IL NO SCALE 04 0, TYPE l-1 BITUMINOUS CONCRETE 1 1/2- BINDER COURSE, 1 1/2' TOP COURSE • '. 8.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PA VEMENT DE TA I L NO SCALE MGL AND FIRE TOWN OF YARMOUTH REVIEWED FOR CODE COMPLIANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" iC COMPLIANCE. DATE: &E, L-�e� Q INSPECTOR S I TE- PLAN OF LAND 373 WH I TES PATH . MAP / J O , PARCEL 8 SOUTH YARMOUTH. MA P R E P A R E D F O R ROBE -RT B. OUR 1 1 1 P. 0 . BOX l 1 S . CENTE-RV I LLE . MA 02632 SCALE : I -- - 20* MAY 28 , 20 1 S 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) S T E P H E N A. HAAS _ ENGINEERING, INC 05�16 Sou t h Dan ( n MA 02660 50B 362-8132 JOB NO: 15-002 j� I') I Ste. i i 's -0F -610 q- 1/0 L v Ii SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF 300 GPD / 0.74 GPD/SF - 405 S.F. PEOUIREO PROVIDED: 2-500 GAL LEACHING CH4MPFR.5 W)4'I $MlVF 471 S.F. x 0.74 - 348 G.P.D. TOTAL NITROGEN LOADING ALLOWED BASED ON LOT SIZE • 27.810 S.F.110.000 X 1/0 - 305 GPD NITROGEN LOADING PROPOSED - 300 GPD, OK SOIL TEST PIT DATAm INDICATES INDICATES - _V PERCOLATION OBSERVED = TEST GROUNDWATER rp •I rp 02 0' HORIZON TEXTURE COLOR 104.0 0' HORIZON TEXTURE COLOR - - 104.0 FILL..' FILL J2' - --- - - - - - - - - - - - - 101.3 26' I MED IUY IOYR C I MEDT UU 10YR SAND 7/3 SAND T/J -�- 94.0 /20'1 DATE: JULY 30, 2015 TESTO Y: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: ( 2 MIN/INCH 8' MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTAREDIN PLACE �TO F I' VENT 4' MIN. PEASTONEINISH GRADE 7 TO F 4 MIL POLY 114 -IFT-_ _•1.. r ----A 'FROM SAS/N MORTAR ALL 0"" JOINTS LEACHING 3/4'-11/2' DOUBLE BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DE TA IL NO SCALE 04 0, TYPE l-1 BITUMINOUS CONCRETE 1 1/2- BINDER COURSE, 1 1/2' TOP COURSE • '. 8.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PA VEMENT DE TA I L NO SCALE MGL AND FIRE TOWN OF YARMOUTH REVIEWED FOR CODE COMPLIANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" iC COMPLIANCE. DATE: &E, L-�e� Q INSPECTOR S I TE- PLAN OF LAND 373 WH I TES PATH . MAP / J O , PARCEL 8 SOUTH YARMOUTH. MA P R E P A R E D F O R ROBE -RT B. OUR 1 1 1 P. 0 . BOX l 1 S . CENTE-RV I LLE . MA 02632 SCALE : I -- - 20* MAY 28 , 20 1 S 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) S T E P H E N A. HAAS _ ENGINEERING, INC 05�16 Sou t h Dan ( n MA 02660 50B 362-8132 JOB NO: 15-002 j� I') I Ste. i i 's -0F -610 q- 1/0 L v Ii