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Home My WebLink About18 Spinnaker Lane - Site & Sewage Plan 5J 00 a T.O.F. AT EL. 34.5' SEPTIC PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ITHIN 6" OF FIN. GRADE �•O MINIMUM .15' OF COVER OVER PRECAST / - 2% SLOPE REQUIRED OVER SY:?'.-EM 32.0' 31.5' RUN PIPE LEVEL 2" DOUBLE WASHED PEA`�ITDNE FOR FIRST 2' PROPOSED 1500 � - 3' MAX. GALLON SEPTIC 31.3' TANK (H- 1 10) GAS 30.41' 30.29' BAFFLE 30, 58' �� - ( E 7, SLOPE) �. �6" CRUSHED STONE OR MECHANICAL 9.79' VARIES_ -_ COMPACTION. (15.221 [21) 80 0.58' DEPTH OF FLOW = 4' ( 1 29.21 %SLOPE) (-% SLOPE) - 0 TEE SIZES 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 10" 5' - OUTLET DEPTH = 14" .. . ADJ. WATER IP 24.21' FOUNDATION- 10' SEPTIC TANK 47' D' BOX 10' _ LEACHING FACILITY Or 29.68' O/A SL 4' WELLS: (ON BORDER BETWEEN SDW 252 AND AIW. 247; APPROVED �✓� , YARMOUTH COMMITTEE TEST HOLE LOGS 1 ENGINEER: A H OJALA,PE 4 !h e, WITNESS: AMY VON HONE, RS; BRUCE MURPHY, RS DATE: 'DECM$PR .9, 1998 PERC. RATE _ < 2 MIN PER INCH CLASS I SOILS P# 0" Q 0/A SIL.. 12" 1OYR 4/4 B LS 36" 10YR 6/8 Cl FS ELEV, ETI 29_69' O" 31.60' A SL 9„ 10YR 4/3 B - LS 30" 1OYR 6/8 C1 FS LOCUS Pd AP SCALE 1" = 2083' ZONE: B B 48a 2.5Y 7/6 25.69' 40" 2.5Y 6/4 28.3' ADJUSTMENT: AIW 247 (NOV.) - 2.7' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LS C2 C2 ASSESSORS MAP 103 PARCEL 615 LEACH FACILITY DOWN TO FINE SAND LAYER. REPLACE - - SDW 252 (NOV) - 2.3' - 25.68' / WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND 48 SILT LOAM/ SILT LOAM ZONING DISTRICT: R40 (CURRENT) CERTIFY REMOVAL AIW 247 (DEC) - 3.1' ?.5Y 5/4� 2.5Y 5/3 YARD SET -BACKS: SDW 252 (DEC) - 2.6' 60 24.69' 60" 26.6' LS FRONT = 30' USE AVERAGE BETWEEN WELLS AND BETWEEN MONTHc -i ,MONITORING 72 SIDE = 6' WELL READING WAS TAKEN DECEMBER 16, 1998) = 2 �' ADJUSTMENT C3 C3 IF UNSUITABLE SOILS ENCOUNTERED IN AREA - C2 72' REAR = 20' ® FS 72" ® M/F PLAN REF. - 196/133 (1965) OF FOUNDATION, FOUNDATION DRAINS MAY BE FS NECESSARY. '3 I 2.5Y 7/4 2.5Y 7/4 FLOOD ZONE: C \ 102' obs. - 21.18' 108" obs. water 20.69' wo \ \ LP Cer OWNER'S RESPONSIBILITY TO VERIFY ZONINI 12C" SETBACKS PRIOR TO ANY CONSTRUCTION _1 0o LOT 4 \ 19_68' 1.44" 17.69' 132" 21.60' N MONITORING W__'_ OT 3."WATER NOTES: .01 10,618 sq.. \ I EL. = 21.31' 0.24 pc. \ 1 21' `�t 1 _ .-_ SEPTIC DESIGN- ,� P p;. NOT ALLOWFD _ nopROXiMATEJ,F��Giv;:,.GEitiiJI�-QUAD - .. i^. fieri n.cr �F _- -L,. UAI UM�-.1S,�-. i..'" ... - �� / 30 TH I 1 DESIGN FLOW- a BEDROOMS 110 ) = GPD 7. MUNICIPAL WATER IS 'AVAILABLE w / 3 .0 �P USE A 440 GPD DESIGN FLO'N(_GPD 440 - ^> 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. THt / I I SEPTIC TANK: 440 GPD (2 ) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 PROP. q BR l o� 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT. I USE A 1500 GALLON SEPTIC TANK y / ni3 / DWELLING I s \ LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. / ENVIRONMENTAL CODE TITLE V. TF = 34.5 [ \. N/A 10' 03Lp 1 N \ -bV / z"� N / 1 J J \ 98-414 T.O.F. AT EL. 34.5' SEPTIC PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ITHIN 6" OF FIN. GRADE �•O MINIMUM .15' OF COVER OVER PRECAST / - 2% SLOPE REQUIRED OVER SY:?'.-EM 32.0' 31.5' RUN PIPE LEVEL 2" DOUBLE WASHED PEA`�ITDNE FOR FIRST 2' PROPOSED 1500 � - 3' MAX. GALLON SEPTIC 31.3' TANK (H- 1 10) GAS 30.41' 30.29' BAFFLE 30, 58' �� - ( E 7, SLOPE) �. �6" CRUSHED STONE OR MECHANICAL 9.79' VARIES_ -_ COMPACTION. (15.221 [21) 80 0.58' DEPTH OF FLOW = 4' ( 1 29.21 %SLOPE) (-% SLOPE) - 0 TEE SIZES 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 10" 5' - OUTLET DEPTH = 14" .. . ADJ. WATER IP 24.21' FOUNDATION- 10' SEPTIC TANK 47' D' BOX 10' _ LEACHING FACILITY Or 29.68' O/A SL 4' WELLS: (ON BORDER BETWEEN SDW 252 AND AIW. 247; APPROVED �✓� , YARMOUTH COMMITTEE TEST HOLE LOGS 1 ENGINEER: A H OJALA,PE 4 !h e, WITNESS: AMY VON HONE, RS; BRUCE MURPHY, RS DATE: 'DECM$PR .9, 1998 PERC. RATE _ < 2 MIN PER INCH CLASS I SOILS P# 0" Q 0/A SIL.. 12" 1OYR 4/4 B LS 36" 10YR 6/8 Cl FS ELEV, ETI 29_69' O" 31.60' A SL 9„ 10YR 4/3 B - LS 30" 1OYR 6/8 C1 FS LOCUS Pd AP SCALE 1" = 2083' ZONE: B B 48a 2.5Y 7/6 25.69' 40" 2.5Y 6/4 28.3' ADJUSTMENT: AIW 247 (NOV.) - 2.7' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LS C2 C2 ASSESSORS MAP 103 PARCEL 615 LEACH FACILITY DOWN TO FINE SAND LAYER. REPLACE - - SDW 252 (NOV) - 2.3' - 25.68' / WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND 48 SILT LOAM/ SILT LOAM ZONING DISTRICT: R40 (CURRENT) CERTIFY REMOVAL AIW 247 (DEC) - 3.1' ?.5Y 5/4� 2.5Y 5/3 YARD SET -BACKS: SDW 252 (DEC) - 2.6' 60 24.69' 60" 26.6' LS FRONT = 30' USE AVERAGE BETWEEN WELLS AND BETWEEN MONTHc -i ,MONITORING 72 SIDE = 6' WELL READING WAS TAKEN DECEMBER 16, 1998) = 2 �' ADJUSTMENT C3 C3 IF UNSUITABLE SOILS ENCOUNTERED IN AREA - C2 72' REAR = 20' ® FS 72" ® M/F PLAN REF. - 196/133 (1965) OF FOUNDATION, FOUNDATION DRAINS MAY BE FS NECESSARY. '3 I 2.5Y 7/4 2.5Y 7/4 FLOOD ZONE: C \ 102' obs. - 21.18' 108" obs. water 20.69' wo \ \ LP Cer OWNER'S RESPONSIBILITY TO VERIFY ZONINI 12C" SETBACKS PRIOR TO ANY CONSTRUCTION _1 0o LOT 4 \ 19_68' 1.44" 17.69' 132" 21.60' N MONITORING W__'_ OT 3."WATER NOTES: .01 10,618 sq.. \ I EL. = 21.31' 0.24 pc. \ 1 21' `�t 1 _ .-_ SEPTIC DESIGN- ,� P p;. NOT ALLOWFD _ nopROXiMATEJ,F��Giv;:,.GEitiiJI�-QUAD - .. i^. fieri n.cr �F _- -L,. UAI UM�-.1S,�-. i..'" ... - �� / 30 TH I 1 DESIGN FLOW- a BEDROOMS 110 ) = GPD 7. MUNICIPAL WATER IS 'AVAILABLE w / 3 .0 �P USE A 440 GPD DESIGN FLO'N(_GPD 440 - ^> 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. THt / I I SEPTIC TANK: 440 GPD (2 ) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 PROP. q BR l o� 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT. I USE A 1500 GALLON SEPTIC TANK y / ni3 / DWELLING I s \ LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. / ENVIRONMENTAL CODE TITLE V. TF = 34.5 [ \. N/A 10' 03Lp 1 N \ -bV IA PROP. PROP. GAR. 1 0 � RESERVE.3 SF 635 SF 31 / 70 / 3 \ SIDES: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ 30 x 20 (�74) = 444 USED FOR LOT LINE STAKING. 33.0 _J ' �\ BOTTOM: 8, PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. W w �3?\ TOTAL: 600 S.F. 344 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE LEACH FIELD OF 3 ROWS OF 4 STANDARD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED I INFILTRATORS EACH, WITH 2.5' STONE AT ENDS, 3' FROM BOARD OF HEALTH. �/ v10. WATER -TEST D'BOX FOR LEVELNESS 32' / <' \ BETWEEN ROWS AND AT 1 SIDE; 2' AT OTHER. SIDE -' r1 - - L SpIN j-_ LEGEND SITE -�hE PLAN \ 30.5 - -1- - 100.0 PROPOSED SPOT ELEVATION / n / n / �t lac LANE l c BEN AHMARK _GTR of ; 100 0 EXISTING SPOT ELEVATION OF LOT 4 Selly! V Ar\ L R LAIy L .BSN EL = 28.81 IN THE TOWN OF: ( 100 PROPOSED CONTOUR YARMOUTH(PORT) SEPTIC COMPONENTS ARE NOT DESIGNED FOR VEHICLE LOADINS - 100- - EXISTING CONTOUR PREPARED FOR: DUBLIN CONSTRUCTION 30, 2040 60 0 20 ... 2' BOARD OF HEALTH _. i y n MA SCALE: 1„ = 20' DATE: DECEMBER 15, 1998 APPROVED DATE REV. 4/21/99 (HSE) !.5 i FIELD DIMENSIONS (NTS) off 505-362-4541 Ia. 508 362-9880 doTIm cape e gineenng, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yalmouth, ma 02675 A REV. 4/26/99 (HSE Sc SEPTIC) 7 IFFY H 0ALA, P.E., P.L.S. DATE / / 1 \ IA PROP. PROP. GAR. 1 0 � RESERVE.3 SF 635 SF 31 / 70 / 3 \ SIDES: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ 30 x 20 (�74) = 444 USED FOR LOT LINE STAKING. 33.0 _J ' �\ BOTTOM: 8, PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. W w �3?\ TOTAL: 600 S.F. 344 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE LEACH FIELD OF 3 ROWS OF 4 STANDARD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED I INFILTRATORS EACH, WITH 2.5' STONE AT ENDS, 3' FROM BOARD OF HEALTH. �/ v10. WATER -TEST D'BOX FOR LEVELNESS 32' / <' \ BETWEEN ROWS AND AT 1 SIDE; 2' AT OTHER. SIDE -' r1 - - L SpIN j-_ LEGEND SITE -�hE PLAN \ 30.5 - -1- - 100.0 PROPOSED SPOT ELEVATION / n / n / �t lac LANE l c BEN AHMARK _GTR of ; 100 0 EXISTING SPOT ELEVATION OF LOT 4 Selly! V Ar\ L R LAIy L .BSN EL = 28.81 IN THE TOWN OF: ( 100 PROPOSED CONTOUR YARMOUTH(PORT) SEPTIC COMPONENTS ARE NOT DESIGNED FOR VEHICLE LOADINS - 100- - EXISTING CONTOUR PREPARED FOR: DUBLIN CONSTRUCTION 30, 2040 60 0 20 ... 2' BOARD OF HEALTH _. i y n MA SCALE: 1„ = 20' DATE: DECEMBER 15, 1998 APPROVED DATE REV. 4/21/99 (HSE) !.5 i FIELD DIMENSIONS (NTS) off 505-362-4541 Ia. 508 362-9880 doTIm cape e gineenng, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yalmouth, ma 02675 A REV. 4/26/99 (HSE Sc SEPTIC) 7 IFFY H 0ALA, P.E., P.L.S. DATE