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Home My WebLink About159 South Street - Site PlanFIRST FLOOR EL. 11.4' SYSTEM PROFILE TOP FNDN EL. 10.50' "-'ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST -� WITHIN 6" OF FW, GRADE RUN PIPE LEVEL 8.50' FOR FIRST Z' PROPM10;rG,=AS 8.20/GALTANK 7 72' FFLE (-2-7 SLOPE) \__6" CRUSHED STONE OR MECHANICAL �o COMPACTION. (15.221 [2j) DEPTH OF FLOW = 4 (� % SLOPE) (-L-% SLOPE) TEE SIZES: _ INLET DEPTH a 10" OUTLET DEPTH = 14" p FOUNDATION- 15' SEPTIC TANK 6' D' BOX 41 01 i i i 2 i 00-229-4 { pq 37 THE RUN k I i 4P a 5 J 13.61 1 3r I 11 50' -14.25 i �f 1 H ip 1427 2 W / J y Z ,w G T3.8 -1 I 35• � tri F 13.59 „ LOT_ -4 2 42+/- 0. T.1 / ( PLAND) At i i i 2 i 00-229-4 { pq 37 THE RUN k I i 4P a 5 i i LOT 5 LOT 3 2%- SLOPE REQUIRED OVER SYSTEM 2" DOUBLE WASHED PEASTONE TEST HOLE LOGS ENGINEER: RICK JUDD, RS W 8.9' WITNESS: AMY VON HONE, RS DATE: 12/14/00 PERC. RATE _ 5 MIN/INCH 3' MAX. g 1' CLASS i SOILS P# 0 011 Q 3/4" TO 1 1/2" DOUBLE WASHED STONE 7" 0 5' A/E 6' LEACHING FACIL;TY LS USI.: GROUNDWATER EL. 2.1' 16"7.5YR 3/1 NOTE: MONITORING WELL WAS SET AND READINGS TAKEN OVER A FULL MOON TIDE BW UP TO 2 HOURS AFTER HIGH. HIGh�EST READING WAS 2.1', LOV' ST AT IX LS 7 34„ 10YR 4/6 +.96 C 1 ELEV. Ep 6_3' 0" 6.6' Err 0 PROP. V1000 RETAINING WALL AT ELEVATION FS I 8.1'. PROVIDE 40 MIL LINER AT EDGE OF 55' ' obs1 7, oAv I RETAINING WALL, TOP ELEVATION AT 8.1', . water +6.35 I BOTTOM AT EL. 4.1' L W UI I A/E LS 15" 10YR 3/1 Bw . LMS 1OYR 4/6 35" C ,1. 11- FS _1__...1 cit r BA_iS R," PA#KWAY a VER 6T. ptE=NT OT. r LOCUS / LOCATION MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL 263 ZONING DISTRICT: RS 40 YARD SETBACKS: FRONT = 30' SIDE = 20' REAR = 20' PLAN REF. - 198/111 FLOOD ZONE: A11 EL. 11 LOT COVERAGE: 12.7% +6.4 TH7 tt 10YR 6/6 1OYR 6/6 10 II C 108" -2.5 106" 24' I y NOTES: o I x 1 t 9.0"°� � }1.va 1 I SEPTIC DESIGN: NOT ALLOWED i PROP 3 BR 1 t y _ (GARBAGE DISPOSER I$ ) DWELLING I 11 17� DESIGN FLOW: 3. BEDROOMS (11� GPD) = 330 GPD i! FIRST FL - 11.4' 14 �� It t=; USE A 330 GPD DESIGN FLOW lz GAR +6: �I ,� ' SEPTIC TANK: 330 GPD ( 2 ) = 660 It USE A 1500 GALLON SEPTIC TANK 1 LEACHING: _ _ 0.-06-- o ev N A - W - SIDES: / 1 II BOTTOM: 37.5 x 12 (.74) = 333 1 +6.30 TOTAL: 450 S.F. 333 GPD 6 USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT UTILIZED ENDS BENCHMARK - HYDRANT ON TAG BOLT #186 EL. = 9.94 (NGVD) LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR- -- 100 - EXISTING CONTOUR + i4 'SYV BOARD OF HEALTH MA APPROVED DATE 4 off 508-362-4541 fax 508 362-9886 down cope engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939- main st. yarrlouth, ma 02675 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. IV.. -C '^ P,C�.,'n. 10 `Y. LILJI VIV L%.I %DIIVU I UIN f LL. FII L.UhJ� �i 11111 1V O7 /'Y'.JI IV I-, 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 WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 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, ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES TITLE 5 SITE PLAN OF LOT 4 SOUTH STREET 1N THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: DANIEL FRANCHI 30 0 30 60 90 SCALE: 1" = 30' DATE: JUNE 6, 2001 FILE CCPD �n ori ARNE H.' OJ OJALA 2005c H y No. 269 N 2. 9 I PE OQJ•i AR OJALA, P.E., P.L.S. DATE J 13.61 1 3r I 11 50' -14.25 i �f 1 H ip 1427 2 W / J y Z ,w G T3.8 -1 I 35• � tri F 13.59 „ LOT_ -4 2 42+/- 0. T.1 / ( PLAND) i i LOT 5 LOT 3 2%- SLOPE REQUIRED OVER SYSTEM 2" DOUBLE WASHED PEASTONE TEST HOLE LOGS ENGINEER: RICK JUDD, RS W 8.9' WITNESS: AMY VON HONE, RS DATE: 12/14/00 PERC. RATE _ 5 MIN/INCH 3' MAX. g 1' CLASS i SOILS P# 0 011 Q 3/4" TO 1 1/2" DOUBLE WASHED STONE 7" 0 5' A/E 6' LEACHING FACIL;TY LS USI.: GROUNDWATER EL. 2.1' 16"7.5YR 3/1 NOTE: MONITORING WELL WAS SET AND READINGS TAKEN OVER A FULL MOON TIDE BW UP TO 2 HOURS AFTER HIGH. HIGh�EST READING WAS 2.1', LOV' ST AT IX LS 7 34„ 10YR 4/6 +.96 C 1 ELEV. Ep 6_3' 0" 6.6' Err 0 PROP. V1000 RETAINING WALL AT ELEVATION FS I 8.1'. PROVIDE 40 MIL LINER AT EDGE OF 55' ' obs1 7, oAv I RETAINING WALL, TOP ELEVATION AT 8.1', . water +6.35 I BOTTOM AT EL. 4.1' L W UI I A/E LS 15" 10YR 3/1 Bw . LMS 1OYR 4/6 35" C ,1. 11- FS _1__...1 cit r BA_iS R," PA#KWAY a VER 6T. ptE=NT OT. r LOCUS / LOCATION MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL 263 ZONING DISTRICT: RS 40 YARD SETBACKS: FRONT = 30' SIDE = 20' REAR = 20' PLAN REF. - 198/111 FLOOD ZONE: A11 EL. 11 LOT COVERAGE: 12.7% +6.4 TH7 tt 10YR 6/6 1OYR 6/6 10 II C 108" -2.5 106" 24' I y NOTES: o I x 1 t 9.0"°� � }1.va 1 I SEPTIC DESIGN: NOT ALLOWED i PROP 3 BR 1 t y _ (GARBAGE DISPOSER I$ ) DWELLING I 11 17� DESIGN FLOW: 3. BEDROOMS (11� GPD) = 330 GPD i! FIRST FL - 11.4' 14 �� It t=; USE A 330 GPD DESIGN FLOW lz GAR +6: �I ,� ' SEPTIC TANK: 330 GPD ( 2 ) = 660 It USE A 1500 GALLON SEPTIC TANK 1 LEACHING: _ _ 0.-06-- o ev N A - W - SIDES: / 1 II BOTTOM: 37.5 x 12 (.74) = 333 1 +6.30 TOTAL: 450 S.F. 333 GPD 6 USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT UTILIZED ENDS BENCHMARK - HYDRANT ON TAG BOLT #186 EL. = 9.94 (NGVD) LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR- -- 100 - EXISTING CONTOUR + i4 'SYV BOARD OF HEALTH MA APPROVED DATE 4 off 508-362-4541 fax 508 362-9886 down cope engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939- main st. yarrlouth, ma 02675 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. IV.. -C '^ P,C�.,'n. 10 `Y. LILJI VIV L%.I %DIIVU I UIN f LL. FII L.UhJ� �i 11111 1V O7 /'Y'.JI IV I-, 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 WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 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, ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES TITLE 5 SITE PLAN OF LOT 4 SOUTH STREET 1N THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: DANIEL FRANCHI 30 0 30 60 90 SCALE: 1" = 30' DATE: JUNE 6, 2001 FILE CCPD �n ori ARNE H.' OJ OJALA 2005c H y No. 269 N 2. 9 I PE OQJ•i AR OJALA, P.E., P.L.S. DATE