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Home My WebLink About25.320 - Title 5 Site Plan (2)TOP FNDN. AT EL. 10.3' 6.6 SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN GRADE (NOT TO SCALE) 2% SLOPE REQUIRED OVER SYSTEM MIN. FI- R-5' *NOTE: 2" DROP BETWEEN . INLET INVERT AND OUTLET USE CULTEC FILTER FABRIC PER MANUFA--TURERS SPECS RUN PIPE LEVEL OVER ENTIRE LEACHING FACILITY /FOR FIRST 2' 4 PROPOSED 1500 - GALLON SEPTIC 7 67' 0 e o 0 0 0 o e o'o e a o 0 0 0 0 0 0cfl-7�71 7 O' 7.92 TANK (H- 10 ) GAS 7 3 0�7 00 0 (_% SLOPE) DEPTH OF FLOW 4 - TEE SIZES: INLET DEPTH 10 OUTLET DEPTH = 144 FOUNDATION - BAFFLE 7,55' �� 8 6" CRUSHED STONE OR MECHANICAL 6" SUMP REO'D 3/4" TO 1 1/2" DOUBLE WASHES: STONE COMPACTION. (15.221 [2]) (-L% SLOPE) (� % SLOPE) 10' - SEPTIC TANK BENCHMARK - TOP OF LAND COURT BOUND ELEVATION = 8.50 (NGVD) + 7.4 1'A)?KWOOD 7.6 7 . ROAD __ RELOCATE UTIL. EDGE OFDIRT POLE AS NEC . ROAD m PROP. G DRIVE. ..._ 0 PROP RETAINING WALL y DESIGN BY OTHERS •4• / b MAX ELEV. 8.0', DESCENDING TO EL. 6.0 AT BOTH ENDS + 5.2 + 5.2 za x Qti EXIST DWELL TOP FNDN = 5.8'` 1y a i If / -r-( 4.9 PROP. DWELL.! TOP FNDN - 10.3' i ,+ 2' .2') 16 ' 1 PROP. DECK J + 5.4' 1 N L D % JOA RESERVE 7386+/- SO. FT, 468 SF 0.17+/- ACRES _ N TH 14. 12' 70 VARIANCES REQUESTED: 15.405 1i: REQUEST REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4' 15.405 10: REQUEST REDUCTION IN SETBACK FOR RESERVE SAS TO PROPERTY LINE, 10' TO 8' 4PROVIDE APPRC` 87' OF 40 MIL LINER, 5' OFF LEACHING FACILITY, AS SHOWN. TOP ELEVATION AT 7.7', BOTTOM AT q EL. 3.7' .4 \HiGH POINT (EL 8) rEXIST. GRAVEL PARKING AREA O BE REMOVED) 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL EXIST DWELL ZA / TOP FNDN = 9.5 f \ EXIST. DWELL. co TOP FNDN - 6.9' + 8.2 PROVIDE SWALES AS NECESSARY TO PREVENT RUN-OFF ONTO NEIGHBORS' PROPERTIES LEACI ING FAC IL TY TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 12/7/00 PERC. RATE = < 2 MIN/INCH CLASS SOILS P# ELEV. Orr 66_6, 4' A/E LES 6" 1OYR 4/2 Bw LS 10YR 4/6 30" 4.10' USE ADJ. WATER AT EL. 3.0' NGVD * WELL: MIW 29 ZONE: A ADJ: 2.6' + USING V ADJUSTMENT DUE TO LOCAL CONDITIONS ®' C FS I obs, woter 1 2.02' 2.5Y 6/4 SEPTIC _ DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOvV: 3- BEDROOMS (110 GPD) 330 GPD GFu DESIGN FLOW SEPTIC TANK: 330 GPD ( 2 ) = 660 USF A GALLON SEPTIC TANK LEACHING: SIDES: - N/A BOTTOM. 5 x 30 (.74) 333 TOTAL: 450 S F 333 GPD USE 2 ROWS OF (3) C4 CULTEC FIELDDRAIN PANELS WITH 3.5' STONE AT SIDES AND 3' AT ENDS LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR -- 100- EXISTING CONTOUR BOARD OF HEALTH MA APPROVED DATE off 508-362-4541 lax 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, rock 02675 -0.4 I 1 I C�01CK RD' ty I � RD. I PARK v n �� LOCUS A A GIIBERT ST. A LOCATION MAP NTS ASSESSORS MAP 25 PARCEL 320 FLOOD ZONE: B & A9 EL 10 ZONING: R-25 C-i FRONT: 30' Fns; SIDE: 15' EL 9 9'ACCESS EL. -9-9--'l MINIMUM 75' OF COVER OVER PRECAST/-- COVER (WATERTIGHT) TO WITHIN 6" OF FIN GRADE 2% SLOPE REQUIRED OVER SYSTEM MIN. FI- R-5' *NOTE: 2" DROP BETWEEN . INLET INVERT AND OUTLET USE CULTEC FILTER FABRIC PER MANUFA--TURERS SPECS RUN PIPE LEVEL OVER ENTIRE LEACHING FACILITY /FOR FIRST 2' 4 PROPOSED 1500 - GALLON SEPTIC 7 67' 0 e o 0 0 0 o e o'o e a o 0 0 0 0 0 0cfl-7�71 7 O' 7.92 TANK (H- 10 ) GAS 7 3 0�7 00 0 (_% SLOPE) DEPTH OF FLOW 4 - TEE SIZES: INLET DEPTH 10 OUTLET DEPTH = 144 FOUNDATION - BAFFLE 7,55' �� 8 6" CRUSHED STONE OR MECHANICAL 6" SUMP REO'D 3/4" TO 1 1/2" DOUBLE WASHES: STONE COMPACTION. (15.221 [2]) (-L% SLOPE) (� % SLOPE) 10' - SEPTIC TANK BENCHMARK - TOP OF LAND COURT BOUND ELEVATION = 8.50 (NGVD) + 7.4 1'A)?KWOOD 7.6 7 . ROAD __ RELOCATE UTIL. EDGE OFDIRT POLE AS NEC . ROAD m PROP. G DRIVE. ..._ 0 PROP RETAINING WALL y DESIGN BY OTHERS •4• / b MAX ELEV. 8.0', DESCENDING TO EL. 6.0 AT BOTH ENDS + 5.2 + 5.2 za x Qti EXIST DWELL TOP FNDN = 5.8'` 1y a i If / -r-( 4.9 PROP. DWELL.! TOP FNDN - 10.3' i ,+ 2' .2') 16 ' 1 PROP. DECK J + 5.4' 1 N L D % JOA RESERVE 7386+/- SO. FT, 468 SF 0.17+/- ACRES _ N TH 14. 12' 70 VARIANCES REQUESTED: 15.405 1i: REQUEST REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4' 15.405 10: REQUEST REDUCTION IN SETBACK FOR RESERVE SAS TO PROPERTY LINE, 10' TO 8' 4PROVIDE APPRC` 87' OF 40 MIL LINER, 5' OFF LEACHING FACILITY, AS SHOWN. TOP ELEVATION AT 7.7', BOTTOM AT q EL. 3.7' .4 \HiGH POINT (EL 8) rEXIST. GRAVEL PARKING AREA O BE REMOVED) 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL EXIST DWELL ZA / TOP FNDN = 9.5 f \ EXIST. DWELL. co TOP FNDN - 6.9' + 8.2 PROVIDE SWALES AS NECESSARY TO PREVENT RUN-OFF ONTO NEIGHBORS' PROPERTIES LEACI ING FAC IL TY TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 12/7/00 PERC. RATE = < 2 MIN/INCH CLASS SOILS P# ELEV. Orr 66_6, 4' A/E LES 6" 1OYR 4/2 Bw LS 10YR 4/6 30" 4.10' USE ADJ. WATER AT EL. 3.0' NGVD * WELL: MIW 29 ZONE: A ADJ: 2.6' + USING V ADJUSTMENT DUE TO LOCAL CONDITIONS ®' C FS I obs, woter 1 2.02' 2.5Y 6/4 SEPTIC _ DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOvV: 3- BEDROOMS (110 GPD) 330 GPD GFu DESIGN FLOW SEPTIC TANK: 330 GPD ( 2 ) = 660 USF A GALLON SEPTIC TANK LEACHING: SIDES: - N/A BOTTOM. 5 x 30 (.74) 333 TOTAL: 450 S F 333 GPD USE 2 ROWS OF (3) C4 CULTEC FIELDDRAIN PANELS WITH 3.5' STONE AT SIDES AND 3' AT ENDS LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR -- 100- EXISTING CONTOUR BOARD OF HEALTH MA APPROVED DATE off 508-362-4541 lax 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, rock 02675 -0.4 I 1 I C�01CK RD' ty I � RD. I PARK v n �� LOCUS A A GIIBERT ST. A LOCATION MAP NTS ASSESSORS MAP 25 PARCEL 320 FLOOD ZONE: B & A9 EL 10 ZONING: R-25 C-i FRONT: 30' Fns; SIDE: 15' REAR: 20' MAX LOT COVERAGE: 25% LOT COVERAGE: EXIST. DWELL. 1061.5 SF (14.3%) PROP. DWELL. 1064 SF (14.4%) PROP. DECK 293 SF (3.9%) NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS _EXISTING 3. Yi'v1rv!UM PIPE F'IICH i0 BE 1/8" PER FUO -Ir. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7, THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM TI TLE 5 SITE PLAN OF #9 PARKWOOD ROAD IN THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: ANTHONY ROLLAS 20 _ 0 20 40 60 SCALE: 1" = 20' DATE: JANUARY 3, 2001 1 REV. 3/20/01 (HSE) - REV. 4/10/01 (HSE) K G REV. 4/11/01 (CANT) P. L. S. -DATE T -a _ e s 7411 - C-i CG O Fns;