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Home My WebLink About83-1613T ` Qo� « ¢y0 �N0 vga or O a cy Ns¢'3U vm NULL ¢V6ZO IN ._mU3��t ao� zzo �m 3 3 oz lzo 0 'Qr N9J C O J(n .moo moo =a�a_ m3�- N o > e t.3 E c, s^ me_ 00 coo mE!Ea.ERE } ZCIn �U SYiN <H PTIC DESIGN' (GARBAGE DISPOSER IS NOT ALLOWED SIGN FLOW, 4 BEDROOMS (110 GPD) = 440 GPD ;F A 440 GPD DESIGN FLOW PTIC TANK; 440 GPD ( 2 ) = 880 EE A 1-500 GALLON SEPTIC TANK :ACHING �IDES: N/A 40.5 x 15 (.74) = 450 ITTOM: ]TAL: 607 S.F. 450 GPD 3E 2 ROWS OF 6 STANDARD INFILTRATORS EACH, TH 3' STONE AT SIDES, 3.3BETWEEN ROWS AND 1.5' ENDS BOARD OF HEALTH MA APPROVED DATE M3 ,( 8.7 .4 4-5.2 / + 10.6 11 c SEPTIC PROFILE FNDN = 17.0' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TD j tI 6 0� WITHIN 6' OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM GALLON SEPTIC 12.75' 13.0' TANK (H- 10 > GAS ` 12.27' BAFFLE 12.44 MIN ( 2 % SLOPE) \_6' CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 t2D DEPTH OF FLOW = 4' ( ! % SLOPE) (-l-'/ SLOPE) TEE SIZES, INLET DEPTH = 10 OUTLET DEPTH = 14" FOUNDATION- 15' - SEPTIC TANK (SIL I I-tNlrt) ELEV. 10.5'± 2' DOUBLE WASHED PEASTONy \ 12.27' 3/4' TO 1 1/2' DOUBLE WASHED STONE D' BOX 8' EL. 9.3'± AI � PITCH TOWARD UPLANB-f' /a ioo\�ioo\\� / /z\EXl)ST\ GRADE "� 31t OF 3/4' - 1 1/2' STONE (4' AT WETLAND SIDE OF DRIVEWAY) AFTER REMOVAL OF 3' TOPSOIL /� /� WATERLINE AND ANY SECTION A- A OTHER UTILITIES NOT TO SCALE 15.37' LEACHING FACILITY USE ADJUSTED WATER AT EL. 5.9' TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 3Z29101 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. ELEV. p' Q 13.4' 0' 4 13.1' 0 Ap LS 10"1 10YR 4/6 BW LS 28" 10YR 4/6 11.0' C PERC ® MS 2.5Y 7/4 112" obs, water 120" 1 A LS 11" 10YR 3/2 BW LS 30" 10YR 5/6 10.6' PERC C MS 2.5Y 6/4 ,0' 113" obs, water 130" 2.2' PROP. SILT FENCE (WORK LIMIT LINE) %~ FEMA FLOODZONE LINE AS SCANNED FROM COMMUNITY PANEL NUMBER 250015 Annan lAAP RFVISFO JULY 2. 1992 PROP. 2' WIDE BY 1' DEEP STONE.TRENCH OFF END OF DRIVEWAY (PER REQUEST OF _ CONSERVATION COMMISSION) + 13.0 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. LOCUS 1 I flS a BAY RD. FT LORENA e LOCATION MAP NTS ASSESSORS MAP 17 PARCEL 90.2 ZONING DISTRICT: R 25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF. - 517/31 FLOOD ZONE: A9 EL. 10 & B WELL: MIW 29 ZONE: A ADJ: 1.9' NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3, MINIMUM PIPE PITCH TO BE 1/8' PER F'❑OT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH❑ 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 WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC, 9 COMPONENTS SPEC ION BYO B❑ARD O T TO BE B EALITHEAND PER IS D OR IDO ONOBTAIN UT INED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. WATER -TEST D'BOX FOR LEVELNESS. 12, PROVIDE DRYWELLS FOR ROOF RUN-OFF, TITLE 5 SITE PLAN OF #40 LEWIS BAY ROAD IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: AL AND DEBBIE WRIGHT 30 0 30 60 90 SCALE: 1" = 30' DATE SEPTEMBER 24, 2002 REV 4/9/03 REV 6/4/03 (TOP FNDN) REV 6/16/03 (FEMA LINE) REV 5/26/04 (DRAIN) off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 mQin st. yarmouth, mo. 02675 13.5 RUNPIPE /-FOR LEVEL FIRST 2' PROPOSED 1 GALLON SEPTIC 12.75' 13.0' TANK (H- 10 > GAS ` 12.27' BAFFLE 12.44 MIN ( 2 % SLOPE) \_6' CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 t2D DEPTH OF FLOW = 4' ( ! % SLOPE) (-l-'/ SLOPE) TEE SIZES, INLET DEPTH = 10 OUTLET DEPTH = 14" FOUNDATION- 15' - SEPTIC TANK (SIL I I-tNlrt) ELEV. 10.5'± 2' DOUBLE WASHED PEASTONy \ 12.27' 3/4' TO 1 1/2' DOUBLE WASHED STONE D' BOX 8' EL. 9.3'± AI � PITCH TOWARD UPLANB-f' /a ioo\�ioo\\� / /z\EXl)ST\ GRADE "� 31t OF 3/4' - 1 1/2' STONE (4' AT WETLAND SIDE OF DRIVEWAY) AFTER REMOVAL OF 3' TOPSOIL /� /� WATERLINE AND ANY SECTION A- A OTHER UTILITIES NOT TO SCALE 15.37' LEACHING FACILITY USE ADJUSTED WATER AT EL. 5.9' TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 3Z29101 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. ELEV. p' Q 13.4' 0' 4 13.1' 0 Ap LS 10"1 10YR 4/6 BW LS 28" 10YR 4/6 11.0' C PERC ® MS 2.5Y 7/4 112" obs, water 120" 1 A LS 11" 10YR 3/2 BW LS 30" 10YR 5/6 10.6' PERC C MS 2.5Y 6/4 ,0' 113" obs, water 130" 2.2' PROP. SILT FENCE (WORK LIMIT LINE) %~ FEMA FLOODZONE LINE AS SCANNED FROM COMMUNITY PANEL NUMBER 250015 Annan lAAP RFVISFO JULY 2. 1992 PROP. 2' WIDE BY 1' DEEP STONE.TRENCH OFF END OF DRIVEWAY (PER REQUEST OF _ CONSERVATION COMMISSION) + 13.0 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. LOCUS 1 I flS a BAY RD. FT LORENA e LOCATION MAP NTS ASSESSORS MAP 17 PARCEL 90.2 ZONING DISTRICT: R 25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF. - 517/31 FLOOD ZONE: A9 EL. 10 & B WELL: MIW 29 ZONE: A ADJ: 1.9' NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3, MINIMUM PIPE PITCH TO BE 1/8' PER F'❑OT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH❑ 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 WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC, 9 COMPONENTS SPEC ION BYO B❑ARD O T TO BE B EALITHEAND PER IS D OR IDO ONOBTAIN UT INED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. WATER -TEST D'BOX FOR LEVELNESS. 12, PROVIDE DRYWELLS FOR ROOF RUN-OFF, TITLE 5 SITE PLAN OF #40 LEWIS BAY ROAD IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: AL AND DEBBIE WRIGHT 30 0 30 60 90 SCALE: 1" = 30' DATE SEPTEMBER 24, 2002 REV 4/9/03 REV 6/4/03 (TOP FNDN) REV 6/16/03 (FEMA LINE) REV 5/26/04 (DRAIN) off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 mQin st. yarmouth, mo. 02675 LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 00 PROPOSED CONTOUR - 100 -EXISTING 0' CONTOUR 01-126 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD ( 2 ) = 880 USE A 1500 GALLON SEPTIC TANK LEACHING: SIDES: N/A BOTTOM: 40.5 x 15 (.74) 450 TOTAL: 607 S.F. 450 GPD USE 2 ROWS OF 6 STANDARD INFILTRATORS EACH, WITH 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND 1.5' AT ENDS BOARD OF HEALTH , MA APPROVED DATE + 10.6 ii / ��11 11. TOP FNDN = 17.0' SEPTIC PROFILE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 16.0' MINIMUM .75' D COVER OVER PRECAST / WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM PIPE ' 13.5' "'- I(IIIIIjII /-FpR FIRST 2' - PROPOSED]�,DR ,/ GALLON SEPTIC 72 75' rrr 13.0' TANK (H- 10 )-MX BAFFLE GAS� 12.27' u 12.44' MIN <-Z-% SLOPE) �_6- CRUSHED STONE OR MECHANICAL $ COMPACTION. (15.221 123) DEPTH OF FLOW = 4' ( 1 % SLOPE) <_J SLOPE) TEE SIZES: INLET DEPTH = 10" OUTLET DEPTH = 14" FOUNDATION- 15' - SEPTIC TANK 31' ELEV, 10.5'± F\ EL. 9.3'7 ELEV. 11.0' �- 3't OF 3/4' - 1 1/2' STONE (4' AT WETLAND SIDE OF DRIVEWAY) AFTER REMOVAL OF 3' TOPSOIL WATERLINE AND ANY SECTION A - A OTHER UTILITIES NOT TO SCALE D' BOX 2' DOUBLE WASHED 3/4' TO 1 1/2' DOUBLE WASHED STONE [a 12.27' 11 5.37' LEACHING FACILITY USE ADJUSTED WATER AT EL. 5.9' TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: _ 3/29/01 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# PROP. SILT FENCE (WORK LIMIT LINE) - AL1 _ FEMA FLOODZONE LINE AS SCANNED FROM COMMUNITY PANEL NUMBER 250015 ► 0005D, MAP REVISED JULY 2, 1992 PROP. 2' WIDE BY 1' DEEP STONE_ TRENCH OFF END OF DRIVEWAY (PER REQUEST OF CONSERVATION COMMISSION) + 13.0 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. LOCUS I � �y Ws a ear A Rp, �' o LORpMA 2 N e LOCATION MAP NTS ASSESSORS MAP 17 PARCEL 90.2 ZONING DISTRICT: R 25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF, - 517/31 FLOOD ZONE: A9 EL. 10 & B WELL: MIW 29 ZONE: A ADJ: 1.9' NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IC AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 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 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. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. WATER -TEST D'BOX FOR LEVELNESS. 12. PROVIDE DRYWELLS FOR ROOF RUN-OFF. TITLE 5 SITE PLAN OF #40 LEWIS BAY ROAD IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: AL AND DEBBIE WRIGHT 30 0 30 60 90 SCALE: 1" = 30' DATE: SEPTEMBER 24, 2002 REV 4/9/03 REV 6/4/03 (TOP FNDN) REV 6/16/03 (FEMA LINE) REV 5/26/04 (DRAIN) off 508-362-4541 fox 588 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 ELEV, ELEV. 0' 13.4' 13.4' 0' 13.1' 0 0 1 •• 1,. AP A LS LS 10" 10YR 4/6 10YR 3/2 11„ BW BW LS 28" 1OYR 4/6 i 1.0' LS 30" 10YR 5/6 70.6' C PERC ® PERC C MS MS 2.5Y 7/4 2.5Y 6/4 112" obs. water 4 0' 113" obs. water 3,68' 120" 3.4' 130" 2.2' PROP. SILT FENCE (WORK LIMIT LINE) - AL1 _ FEMA FLOODZONE LINE AS SCANNED FROM COMMUNITY PANEL NUMBER 250015 ► 0005D, MAP REVISED JULY 2, 1992 PROP. 2' WIDE BY 1' DEEP STONE_ TRENCH OFF END OF DRIVEWAY (PER REQUEST OF CONSERVATION COMMISSION) + 13.0 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. LOCUS I � �y Ws a ear A Rp, �' o LORpMA 2 N e LOCATION MAP NTS ASSESSORS MAP 17 PARCEL 90.2 ZONING DISTRICT: R 25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF, - 517/31 FLOOD ZONE: A9 EL. 10 & B WELL: MIW 29 ZONE: A ADJ: 1.9' NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IC AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 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 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. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. WATER -TEST D'BOX FOR LEVELNESS. 12. PROVIDE DRYWELLS FOR ROOF RUN-OFF. TITLE 5 SITE PLAN OF #40 LEWIS BAY ROAD IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: AL AND DEBBIE WRIGHT 30 0 30 60 90 SCALE: 1" = 30' DATE: SEPTEMBER 24, 2002 REV 4/9/03 REV 6/4/03 (TOP FNDN) REV 6/16/03 (FEMA LINE) REV 5/26/04 (DRAIN) off 508-362-4541 fox 588 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675