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Home My WebLink About373 Whites Path - Site PlanACCESS COVERS MUST BE TO FINISH GRADE FIRST 2' TO 7 BE LEVEL {MINI MID -CAFE HI CHW A LOCUS MAP ASSESSOR'S MAP 110. PARCEL 8 ZONING DISTRICTS, B3 6 APD MIN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' P A �T' H MAXIMUM BUILDING COVERAGE - 359 17 ES 1 RIM-9CATCH BASIN MAXIMUM LOT COVERAGE - 70% WHEN ARTIFICIAL RECHARGE WHITES �si0"s X915*ANCE- �� R)M-98.52 ® 98.7 OF EXCESS RUNOFF IS PROVIDED. ��""SITE0lsrance- � ' ----- - FLOOD ZONE X. PANEL 25001CO583J DATED 7//6/14 BY. CATCH BASIN 99,1 ----- 99.E 99./ X99.7 // \ \ 58.5 AREA CALCULATIONS: 99.8 T99.6 + -,P--`b \\+101\6\+ PROPOSED �f ANSSCAPED 7E9 -- _ _100 - - �-'J`. PROPOSED -CATCH- \ ` \ 1 \ 1 '-997-AROUNG \ -SIGN PLANTED WITH BASIN RIM -100.5 / V 1 TOTAL LOT AREA - 27.8102 S.F. - 0.64t ACRES NATIVE sHRues AND /pR ` °a TOTAL BUILDING AREA 5.000± S.F. - 18.0% OF SITE ORNAMENTAL GRASSES-' -N $4°�f�'25'E- \ TOTAL PARKING AND DRIVE - 13.382± S.F. - 48.1% OF SITE _ \ 'oa +99.5 p0 TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66.1% OF SITE TWO POSTED - - - - _ _ - \ a.9 \\ 1 � ` FFER 0.5 PROPOSED CA 101.6 WHITE 51 GNTCH \\ 20' BU BASIN RIM -100.0 \ PARKING CAL CULA TIONS : WITH RED AND r 301'4.91 kn BLACK LETTER NO < K INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - 10 PEOPLE PROPOSEO cawN - _ 10' \ 24' STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE PROPOSED 3' CALIPER z TOTAL OCCUPANCY LOAD - 20 PEOPLE TREES 70 OC PER - p 1 h'o 5l TE PLAN REVIEW TEAM PROPOSED Zi 1 0 ` WELL 1 I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- l0 SPACES REQUIRED_ , 5R \ z 00 2-1000 GAL PITS 107.3+ TOTAL SPACES PROVIDED - l0 SPACES / \\ 2' ,g�_/ #W13- STONE AROUND 44' i PROPOSED+ O2.e \ I LIGHT (TYP) sFq v+ Ory /0/. 9 2'C m 102.2 GENERAL NO TES : + 101,9 s 1. PROPERTY LINE INFORMATION WAS COMPILED FROM s AVAILABLE PLANS AND DEEDS OF RECORD AND ODES �\ D Co D D� NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. a 4F n 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS \\ o PROPOSED BUI ING $ SET. SEE SITE PLAN. ` '/ A THREE BAYS I - m FL.103.0 J. NO DETERMINATION HAS BEEN MADE AS TO s co 's VENT HOLDING \oti7 COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 2 -PROPOSED 5' CALIPER o o, TANK REGULATIONS. IT SHALL REMAIN THE CLIENTS TREES ON SIDE OF BUILDING PER SITE PLAN REVIEW TEAM a p fC2 I I\ 01 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL+102.5 \\ I M a T PERMITS. VARIANCES ETC. FOR TH15 PROJEC ISTING B �x O BUILDING 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 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' 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. l0. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. +107.2 mo z 8 O N a I +102_ m m a r a m • A Y PROPOSED 3" CALIPER TREE A; 20OC IN BUFFER ALT£RNIT£ SPRUCE AND BIRCH 1500 GALLON 2 CGMPARTMENT SEPTIC TANK i +102.9/' / / 2-500 GALLON LEACHING CHAMBERS W/4' STONE AROUND 2 COMPARTMENT 6- CRUSHED STONE OR SEPTIC TANK 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 a . �1 STATE AND LOCAL ki PLUMBING CODES ALL INLET, VENT AND ELECTRICAL HOLES TO BE PROVIDED WITH FACTORY 7Sx CAPACITY INSTALLED BOOTS. -LEAK DETECTION DEVISE c 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 IS A 2500 GALLON H-20 TANK. TANKS TO BE FACTORY WATERPROOFED I ND US TR I A L WA S TEWA TER N HOLD ING TANK { N EXISTING SEPTIC SYSTEM O \ P A T 50 a m LIGHT (TYP) Ip• P O 2-6' DIAM x 6' DEEP PITS + 102.5 PROPOSED PAVED O 102.9 W/4' STONE AROUND PARKING AREA A PROPOSED SUMP BASIN 0 ` 1 w JI SF INVERT ELEVATIONS: 102.0 LIE �� 0 100.4 LJ 100.1 DESIGN CRITERIA: 9- MINIMUM. 100.0 SEPTIC TANK REQUIRED: 2 COMPARTMENT PROPOSED 3- CALIPER 3' MAXIMUM COVER INVERT AT BUILDING: 102.0 DESIGN FLOW: 98.0 INVERT IN SEPTIC TANK: 100.65 FACTORY, INDUSTRIAL AND STORAGE USE MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK: 100.4 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD 300 G.P.D. X 200% - 600 CAL. I s T COMP INVERT IN DIST. BOX: 100.27 1000 SF OFFICE x 75 GPD/IOGO SF - 75 GPD 3/4' - 1 1/2' DIA. INVERT OUT DIST. BOX: 100.1 TOTAL FLOW - 300 GPD {MINI MID -CAFE HI CHW A LOCUS MAP ASSESSOR'S MAP 110. PARCEL 8 ZONING DISTRICTS, B3 6 APD MIN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' P A �T' H MAXIMUM BUILDING COVERAGE - 359 17 ES 1 RIM-9CATCH BASIN MAXIMUM LOT COVERAGE - 70% WHEN ARTIFICIAL RECHARGE WHITES �si0"s X915*ANCE- �� R)M-98.52 ® 98.7 OF EXCESS RUNOFF IS PROVIDED. ��""SITE0lsrance- � ' ----- - FLOOD ZONE X. PANEL 25001CO583J DATED 7//6/14 BY. CATCH BASIN 99,1 ----- 99.E 99./ X99.7 // \ \ 58.5 AREA CALCULATIONS: 99.8 T99.6 + -,P--`b \\+101\6\+ PROPOSED �f ANSSCAPED 7E9 -- _ _100 - - �-'J`. PROPOSED -CATCH- \ ` \ 1 \ 1 '-997-AROUNG \ -SIGN PLANTED WITH BASIN RIM -100.5 / V 1 TOTAL LOT AREA - 27.8102 S.F. - 0.64t ACRES NATIVE sHRues AND /pR ` °a TOTAL BUILDING AREA 5.000± S.F. - 18.0% OF SITE ORNAMENTAL GRASSES-' -N $4°�f�'25'E- \ TOTAL PARKING AND DRIVE - 13.382± S.F. - 48.1% OF SITE _ \ 'oa +99.5 p0 TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66.1% OF SITE TWO POSTED - - - - _ _ - \ a.9 \\ 1 � ` FFER 0.5 PROPOSED CA 101.6 WHITE 51 GNTCH \\ 20' BU BASIN RIM -100.0 \ PARKING CAL CULA TIONS : WITH RED AND r 301'4.91 kn BLACK LETTER NO < K INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - 10 PEOPLE PROPOSEO cawN - _ 10' \ 24' STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE PROPOSED 3' CALIPER z TOTAL OCCUPANCY LOAD - 20 PEOPLE TREES 70 OC PER - p 1 h'o 5l TE PLAN REVIEW TEAM PROPOSED Zi 1 0 ` WELL 1 I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- l0 SPACES REQUIRED_ , 5R \ z 00 2-1000 GAL PITS 107.3+ TOTAL SPACES PROVIDED - l0 SPACES / \\ 2' ,g�_/ #W13- STONE AROUND 44' i PROPOSED+ O2.e \ I LIGHT (TYP) sFq v+ Ory /0/. 9 2'C m 102.2 GENERAL NO TES : + 101,9 s 1. PROPERTY LINE INFORMATION WAS COMPILED FROM s AVAILABLE PLANS AND DEEDS OF RECORD AND ODES �\ D Co D D� NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. a 4F n 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS \\ o PROPOSED BUI ING $ SET. SEE SITE PLAN. ` '/ A THREE BAYS I - m FL.103.0 J. NO DETERMINATION HAS BEEN MADE AS TO s co 's VENT HOLDING \oti7 COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 2 -PROPOSED 5' CALIPER o o, TANK REGULATIONS. IT SHALL REMAIN THE CLIENTS TREES ON SIDE OF BUILDING PER SITE PLAN REVIEW TEAM a p fC2 I I\ 01 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL+102.5 \\ I M a T PERMITS. VARIANCES ETC. FOR TH15 PROJEC ISTING B �x O BUILDING 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 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' 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. l0. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. +107.2 mo z 8 O N a I +102_ m m a r a m • A Y PROPOSED 3" CALIPER TREE A; 20OC IN BUFFER ALT£RNIT£ SPRUCE AND BIRCH 1500 GALLON 2 CGMPARTMENT SEPTIC TANK i +102.9/' / / 2-500 GALLON LEACHING CHAMBERS W/4' STONE AROUND 2 COMPARTMENT 6- CRUSHED STONE OR SEPTIC TANK 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 a . �1 STATE AND LOCAL ki PLUMBING CODES ALL INLET, VENT AND ELECTRICAL HOLES TO BE PROVIDED WITH FACTORY 7Sx CAPACITY INSTALLED BOOTS. -LEAK DETECTION DEVISE c 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 IS A 2500 GALLON H-20 TANK. TANKS TO BE FACTORY WATERPROOFED I ND US TR I A L WA S TEWA TER N HOLD ING TANK { N EXISTING SEPTIC SYSTEM O \ P A T 50 a m LIGHT (TYP) Ip• P O 2-6' DIAM x 6' DEEP PITS + 102.5 PROPOSED PAVED O 102.9 W/4' STONE AROUND PARKING AREA A PROPOSED SUMP BASIN 0 ` 1 w JI SF PROPOSED CA TCYY. i 102.0 LIE �� 0 100.4 LJ 100.1 2' H-20 %o DOUBLE WASHED STONE .) III (�g INVERT IN LEACH CHAMBER: 100.0 SEPTIC TANK REQUIRED: 2 COMPARTMENT PROPOSED 3- CALIPER WH I TES < 100.65 0A58I 100.27 a 100.0 I 8'0 BOTTOM OF LEACH CHAMBER: 98.0 i . 1 YARMOUTH. MA . ALTERNATE SPRUCE AND BIRCH loco G s00 6 N 1 SOIL TEST PIT DATAe 300 G.P.D. X 200% - 600 CAL. I s T COMP INDICATES _ 7y INDICATES O2. 3 OUTLET 2-500 GAL LEACHING CHAMBERS ADJUSTED GROUND WATER: N/A 300 G.P.D. X 1 - 300 GAL. 2nd COMP )RIZON TEXTURE T 5 '` D -BOX W/4' STONE AROUND. J2.8'W x 25'1 x 2'd OBSERVED GROUND WATER: 101.3 ?S' --------------- 101.7 SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP t0 N 1500 GAL H-20 H-20 B O X 1 1 BOTTOM OF TEST HOLE #l: 94.0 WATER GATE WATER LINE {MINI MID -CAFE HI CHW A LOCUS MAP ASSESSOR'S MAP 110. PARCEL 8 ZONING DISTRICTS, B3 6 APD MIN FRONTAGE - 100' MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' P A �T' H MAXIMUM BUILDING COVERAGE - 359 17 ES 1 RIM-9CATCH BASIN MAXIMUM LOT COVERAGE - 70% WHEN ARTIFICIAL RECHARGE WHITES �si0"s X915*ANCE- �� R)M-98.52 ® 98.7 OF EXCESS RUNOFF IS PROVIDED. ��""SITE0lsrance- � ' ----- - FLOOD ZONE X. PANEL 25001CO583J DATED 7//6/14 BY. CATCH BASIN 99,1 ----- 99.E 99./ X99.7 // \ \ 58.5 AREA CALCULATIONS: 99.8 T99.6 + -,P--`b \\+101\6\+ PROPOSED �f ANSSCAPED 7E9 -- _ _100 - - �-'J`. PROPOSED -CATCH- \ ` \ 1 \ 1 '-997-AROUNG \ -SIGN PLANTED WITH BASIN RIM -100.5 / V 1 TOTAL LOT AREA - 27.8102 S.F. - 0.64t ACRES NATIVE sHRues AND /pR ` °a TOTAL BUILDING AREA 5.000± S.F. - 18.0% OF SITE ORNAMENTAL GRASSES-' -N $4°�f�'25'E- \ TOTAL PARKING AND DRIVE - 13.382± S.F. - 48.1% OF SITE _ \ 'oa +99.5 p0 TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66.1% OF SITE TWO POSTED - - - - _ _ - \ a.9 \\ 1 � ` FFER 0.5 PROPOSED CA 101.6 WHITE 51 GNTCH \\ 20' BU BASIN RIM -100.0 \ PARKING CAL CULA TIONS : WITH RED AND r 301'4.91 kn BLACK LETTER NO < K INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - 10 PEOPLE PROPOSEO cawN - _ 10' \ 24' STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE PROPOSED 3' CALIPER z TOTAL OCCUPANCY LOAD - 20 PEOPLE TREES 70 OC PER - p 1 h'o 5l TE PLAN REVIEW TEAM PROPOSED Zi 1 0 ` WELL 1 I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- l0 SPACES REQUIRED_ , 5R \ z 00 2-1000 GAL PITS 107.3+ TOTAL SPACES PROVIDED - l0 SPACES / \\ 2' ,g�_/ #W13- STONE AROUND 44' i PROPOSED+ O2.e \ I LIGHT (TYP) sFq v+ Ory /0/. 9 2'C m 102.2 GENERAL NO TES : + 101,9 s 1. PROPERTY LINE INFORMATION WAS COMPILED FROM s AVAILABLE PLANS AND DEEDS OF RECORD AND ODES �\ D Co D D� NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. a 4F n 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS \\ o PROPOSED BUI ING $ SET. SEE SITE PLAN. ` '/ A THREE BAYS I - m FL.103.0 J. NO DETERMINATION HAS BEEN MADE AS TO s co 's VENT HOLDING \oti7 COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 2 -PROPOSED 5' CALIPER o o, TANK REGULATIONS. IT SHALL REMAIN THE CLIENTS TREES ON SIDE OF BUILDING PER SITE PLAN REVIEW TEAM a p fC2 I I\ 01 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL+102.5 \\ I M a T PERMITS. VARIANCES ETC. FOR TH15 PROJEC ISTING B �x O BUILDING 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 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' 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. l0. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. 11. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. +107.2 mo z 8 O N a I +102_ m m a r a m • A Y PROPOSED 3" CALIPER TREE A; 20OC IN BUFFER ALT£RNIT£ SPRUCE AND BIRCH 1500 GALLON 2 CGMPARTMENT SEPTIC TANK i +102.9/' / / 2-500 GALLON LEACHING CHAMBERS W/4' STONE AROUND 2 COMPARTMENT 6- CRUSHED STONE OR SEPTIC TANK 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 a . �1 STATE AND LOCAL ki PLUMBING CODES ALL INLET, VENT AND ELECTRICAL HOLES TO BE PROVIDED WITH FACTORY 7Sx CAPACITY INSTALLED BOOTS. -LEAK DETECTION DEVISE c 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 IS A 2500 GALLON H-20 TANK. TANKS TO BE FACTORY WATERPROOFED I ND US TR I A L WA S TEWA TER N HOLD ING TANK { N EXISTING SEPTIC SYSTEM O \ P A T 50 a m LIGHT (TYP) Ip• P O 2-6' DIAM x 6' DEEP PITS + 102.5 PROPOSED PAVED O 102.9 W/4' STONE AROUND PARKING AREA A PROPOSED SUMP BASIN 0 ` 1 w JI SF PROPOSED CA TCYY. i S EFFLUENT LOADING RATE - 0.74 GPD/SF PLAN OF LAND BASIN RIN>462.0 10' PROPOSED 3- CALIPER WH I TES 1 (TYP) TREE AT 20' OC IN BUFFER SOUTH i . 1 YARMOUTH. MA . ALTERNATE SPRUCE AND BIRCH N 1 SOIL TEST PIT DATAe INDICATES _ 7y INDICATES O2. PERCOLATION = OBSERVED PRE'PARE'D FOR: +103.3 f02- 02.L0LOT TP WI TP r2 )RIZON TEXTURE T 5 '` FILL +102.6 ------ 101.3 ?S' --------------- 101.7 C I SAD C I MED /w N 27.810* S.F. B O X 1 1 5. CEN TER V I L L E. MA 026532 9OX WATER GATE WATER LINE SCALE: 1 - 20 MAY 28. 2015 PROPOSED GRAVEL HYDRANT --- --------- .: ::: STORAGE AREA O REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) -G- GAS LINE � TP#2 STONE LINED c \ A. HAAS ! -- DRAINAGE SWALE UTILITY POLE W/ GUY WIRE ' - ` MIN a 10' - OVER HEAD WIRESE / 2 12: L Y TP -1 IPROPOSED 3' CAPER------ guff ER i 106.76. U TREE AT 20' Of IN BUFFER (301_A'4) O•W ALTERNATE SPRUCE AND BIRCH +103.4 F 7A° 23 04.6 S --------------- + 106. ------- +/p6.p III p,D PAI�' R� + 104,1 0 15 30 60 + 103.8 +103. 1 12- HDPE PIPE CATCH BASIN (i HOLDING TANK NOTES: 1. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE NON -HAZARDOUS 1500 GALLON WASTE WATER TANK FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH FLOAT SWITCH SET AT #l: INTERIOR TANK AT 75% CAPACITY AND #2: BETWEEN THE TWO TANKS AS CLOSE TO THE BOTTOM AS POSSIBLE. 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC CONTRACTOR IS REQUIRED FOR THIS HOLDING TANK INSTALLATION. 3. OPERATION AND MAINTENANCE OF THIS SYSTEM REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH WATER ALARM SOUNDS (75% CAPACITY). CONTROL PANEL TO BE LOCATED INSIDE OF 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 3 FRAME AND GRATE OR FRAME AND COVER CLAY BRICK LEVELING COURSE MORTARED IN PLACE )'DIA VENT CLEANOUT 12' HDPE PIPE TEE TO LEACHING PIT In Z H-20 SOLID v CATCH BASIN V H-20 CONC SLAB �- 6' DIAM -� W/12 DIA LEACH HOLE CATCH AND SUMP BASIN DETA I L NO SCALE 1i 50 SOIL ABSORPTION SYSTEM REQUIRED DESIGN PERC RATE (5 MIN/INCH •- 1 94.0 120-' DATE: JULY 30, 2015 TEST BY: STEPHEN HAAS WITNESSED BY: ANY VONHONE PERC RATE! ( 2 MIN/INCH 94.0 8- MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTARED IN PLACE WITH I" VENT 4- MIN. PEASTONE7 TO FINISH GRADE �4 MIL POLY 114 -/FT- o FROM BASIN MORTAR ALL °pO JOINTS LEACHING 3/4--11/2' DOUBLE—BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DETA I L NO SCALE TYPE l-1 BITUMINOUS CONCRETE 1 1/2' BINDER COURSE. 1 1/2- TOP COURSE e a 8.5' DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PAVEMENT DETAIL NO SCALE A SOIL TEXTURAL CLASS - I S EFFLUENT LOADING RATE - 0.74 GPD/SF PLAN OF LAND 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED PROVIDED: 2-500 GAL LEACHING CHAMBERS WH I TES W/4' STONE AROUND. A-471 S.F. 471 S.F. x 0.74 - 348 G.P.D. SOUTH TOTAL NITROGEN LOADING ALLOWED BASED ON LOT YARMOUTH. MA . SIZE - 27.810 S.F.110.000 X HO - 305 GPD NITROGEN LOADING PROPOSED - 300 GPD. OK SOIL TEST PIT DATAe INDICATES _ 7y INDICATES PERCOLATION = OBSERVED PRE'PARE'D FOR: TEST GROUNOWA TER TP WI TP r2 )RIZON TEXTURE COLOR 104.0 0' HORIZON TEXTURE COLOR 104.0 FILL FILL ------ 101.3 ?S' --------------- 101.7 C I SAD C I MED /w N T/3R 7/JR •- 1 94.0 120-' DATE: JULY 30, 2015 TEST BY: STEPHEN HAAS WITNESSED BY: ANY VONHONE PERC RATE! ( 2 MIN/INCH 94.0 8- MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTARED IN PLACE WITH I" VENT 4- MIN. PEASTONE7 TO FINISH GRADE �4 MIL POLY 114 -/FT- o FROM BASIN MORTAR ALL °pO JOINTS LEACHING 3/4--11/2' DOUBLE—BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DETA I L NO SCALE TYPE l-1 BITUMINOUS CONCRETE 1 1/2' BINDER COURSE. 1 1/2- TOP COURSE e a 8.5' DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE PAVEMENT DETAIL NO SCALE A S l TE PLAN OF LAND 373 WH I TES PATH. MAP 1 / O . PARCEL 8 SOUTH YARMOUTH. MA . PRE'PARE'D FOR: R OBER T B. O U R f l! LEGEND ■ CONCRETE BOUND FOUND P. O- B O X 1 1 5. CEN TER V I L L E. MA 026532 ® -W- WATER GATE WATER LINE SCALE: 1 - 20 MAY 28. 2015 O HYDRANT REVISED: AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) O GAS GATE REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) -G- GAS LINE ® CATCH BASIN STEPHEN A. HAAS > -O- UTILITY POLE W/ GUY WIRE N G I NEER I N G, INC - OHW - OVER HEAD WIRESE -T- UNDERGROUND TELEPHONE LINE i_ �1 P. O. B o x 1 6 +40.4 EXISTING SPOT ELEVATIONEXISTING South Dennis, MA 02660 Av;kk CONTOUR 508 ) 362-8 1 32 F40 415I PROPOSED SPOT ELEVATION E- RUNOFF DIRECTION JOB NO: 15-002