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Home My WebLink AboutEngineered Plan - 2016BENCH MARK --CENTER OF BULKHEAD= 31.15 ASSIGNED MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. PROPOSED LEACHING IS 4'-8"'f BELOW GRADE, VENT PROVIDED. 310CMR 15.221 (7) O V x 25.92 1 o N 79 27. x 27,07 /�\\ IN \ N� N/F x Re �88 x 28.77 29,0 BUCKLEY TRUST >\29.31 rn \ x x 21, o AREA=18,590±S.F. /30.7 x 3 x.14 x 29.2 x 30.3 \ I x 30,6 2��6 1-1104 • 30,5 A EXISTING FLOOR PLAN NOT TO SCALE DNRM 1T LVRM FL OR - KIT. BDR BATH 2f D FLOOR I, BENCH MARK --TOP OF MAG NAIL IN PAVEMENT=30.00 ASSIGNED /30 29.9 ST \ �0 Crp N yO .. • 30.4 / �P x 30 06 �j 0 Bose 1-Y �/SF:;: i �0 x30.0 29,5 x 2 9 30,03 � '.. •;.' 30.2 29,3,. ;.... ::.. N /F _ Invert 26.55 F+s ,:Exist. Cast Iron Oe BLACKMAN c� 28.7 x 2 9.9 A Bj� 9.7 REPLACE ORANGE- BURG WITH SCH 40 7 4 x/ 9.62 PIPE BACK TO CAST x 29.7 IRON/SCH 40. Invert 27.29 Exist. Orangeburg 26 Invert 26.45 BDRM I BDRM BDRM 0.2/x 30.4 o\ 29.97 30.0 x 1 i� \ X9, 9 \ I'll � 2 9, 7 0 Q� x 30. 29.8 �. 9>\ -9 32 "8 30, \ \ \ 30,2\\'`-2_9 9__29.3 ,-30 \ \ e�;.. x 29,8 29 5 x x 29.39 x 29 8 x 29,1 x 28,2 x 28.6 \\ x 2 2a 29.17 X 27,5 x P914 '9.4 x 26.9 a.7 x 8,6 x X9-2 ZONE X VU W ..16'X E 8ZONE .(O.2i o0 x 9.5 x 9.5 6 5. \ .. Rei 25,3 25. 5, O 2ps ® EXISTING DRAINAGE CATCH BASIN X FENCE (IF SHOWN, NOT ALL SHOWN) I 0 � \ MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �y 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. corver Rd 7. A \ (J24.43 4 IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW .^ 24.43�.8 Invert 22.50 D -BOX EXIT PIPES TO BE'LEVEL FOR FIRST TWO FEET. . 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO Invert 21.18 H-20 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, i 24,6 N /F REDM AN BENCH MARK --TOP SPIKE SET DOWN 1"= 24.43 ASSIGNED (12'-7" FROM NEAR GAR. CORN., 16'-4" FROM FAR) xL x 26.9 x 26,9 8 \ O 06.9 25 25 �66.7 y O > \ +25.6 262 N /F 4' \ _5.5 KELLE 4.8 4.8 24.8 N /F HEBERT BATH BRZWYI GAR. I PITCH SEWER PIPE AT 1/4" PER FOOT THROUGH MOST OF RUN USING A 45' VERTICAL BEND AT HILL. 25. -u .\ `.Y>ZH 25,3 ,.\\ ��\ �\ x Y, sem 24. 2 M ` ALF `�i��`• �� 5,0 �< ` x 24.6 \ 40'-8" - OPTIONAL LEACH ^� DETAIL 1'$=20' USE 21 HIGH CAPCITY INFILTRATORS (H-20) FOR 459 GPD --PROVIDE SCREENED VENT 8'-6" WIDE BY 43'-6" LONG, BY 11.5" DEEP BOTTOM UNITS LEVEL®20.04, TOP=21.37 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN_ORLGINAL RED. STA.DdW AND SIGNATURE. OF Mq' =ya C RONALD ti�sm O JAMES CADILLAC # 1060 a .c�01 S V_ \gNITAR\t- S\�\ZN OF M,4ss9c RONALD yGs� JAMES o CADILLAC # 35779 - l9��fSS\0 OQ NO SuR,jE HEALTH AGENT APPROVAL DATE I LEGEND ' TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) i x 9.5 x 9.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �I ,�_-6--- EXISTING CONTOUR g---- PROPOSED CONTOUR ELEVATIONS SHOWN ARE ASSIGNED. UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN X FENCE (IF SHOWN, NOT ALL SHOWN) I 0 TREE (IF SHOWN, NOT ALL SHOWN) BATH BRZWYI GAR. I PITCH SEWER PIPE AT 1/4" PER FOOT THROUGH MOST OF RUN USING A 45' VERTICAL BEND AT HILL. 25. -u .\ `.Y>ZH 25,3 ,.\\ ��\ �\ x Y, sem 24. 2 M ` ALF `�i��`• �� 5,0 �< ` x 24.6 \ 40'-8" - OPTIONAL LEACH ^� DETAIL 1'$=20' USE 21 HIGH CAPCITY INFILTRATORS (H-20) FOR 459 GPD --PROVIDE SCREENED VENT 8'-6" WIDE BY 43'-6" LONG, BY 11.5" DEEP BOTTOM UNITS LEVEL®20.04, TOP=21.37 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN_ORLGINAL RED. STA.DdW AND SIGNATURE. OF Mq' =ya C RONALD ti�sm O JAMES CADILLAC # 1060 a .c�01 S V_ \gNITAR\t- S\�\ZN OF M,4ss9c RONALD yGs� JAMES o CADILLAC # 35779 - l9��fSS\0 OQ NO SuR,jE HEALTH AGENT APPROVAL DATE A layer 10yr 3/4 sandy loam E layer 10yr 5/3 loamy sand B1 layer 10yr 5/8 sandy loam 22.3 B2 layer 10yr 6/6 loamy sand 21.1 C layer 10yr 6/6 loamy coarse sand no water 14 0 1 135 Invert 21.00 JOB NO. Y15-23 O Proposed ' 5 NOTES October 20, 2015 RO4te 28 Kelly.dwg 1. LOCUS IS A.M. 29, PARCEL 217. FB 31/56 FB 13/44 i _ F- -I Bottom TH1=14.0 2. ELEVATIONS SHOWN ARE ASSIGNED. Philip Renaud, Inspector 3. LOCUS IS IN FLOOD ZONE'; X(0.2% RISK) AND ZONE X ON FIRM DATED JULY 16, 2014. ,, 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 3° 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �y 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. corver Rd 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". o 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW co Invert 22.50 D -BOX EXIT PIPES TO BE'LEVEL FOR FIRST TWO FEET. 50" 50" 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO Invert 21.18 H-20 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, i SIDE LEACHING AREA: CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED; FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING S=2"/ft IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN Gal. Tank [(429 SF + 184 SF) X �4 GPD/SF] 1 r LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE r. AND LOCAL REGULATIONS 25 3 A layer 10yr 3/4 sandy loam E layer 10yr 5/3 loamy sand B1 layer 10yr 5/8 sandy loam 22.3 B2 layer 10yr 6/6 loamy sand 21.1 C layer 10yr 6/6 loamy coarse sand no water 14 0 1 135 Invert 21.00 i I I �� O Proposed ' 5 TEST HOLE DATE: October 20, 2015 9" i I PERFORMED BY: Ron Cadillac, Soil Evaluator i _ F- -I Bottom TH1=14.0 WITNESSED BY: Philip Renaud, Inspector 15" PERC RATE: <4'-40"/inch (132 layer) DESIGN DATA SOIL SURVEY(1993): Carver coarse sand 36" Invert 26.45 GEOLOGIC MAP(1986): Harwich outwash plain deposits AREA Prop.00leanout No �0- /Avg.S=1 Invert 22.50 2 DRY WELLS 50" 50" SEPTIC TANK: 1500 GAL. Use Gas Baffle Invert 21.18 H-20 BOTTOM LEACHING AREA: 429 SF "/ft 16"f cover Proposed Top Unit.=21.83 LEACH AREA. i SIDE LEACHING AREA: Top Peastone=21.4 [2(13'+ 33') X 2' DEEP)"] S=2"/ft --- Screened Invert Proposed 1500 Septic Gal. Tank [(429 SF + 184 SF) X �4 GPD/SF] 1 r vent 1 I " A layer 10yr 3/4 sandy loam E layer 10yr 5/3 loamy sand B1 layer 10yr 5/8 sandy loam 22.3 B2 layer 10yr 6/6 loamy sand 21.1 C layer 10yr 6/6 loamy coarse sand no water 14 0 1 135 Invert 21.00 i I I �� Invert 21.35 Proposed ' 5 19'0 6 Stone or compact Proposed i Bottom i- 6,T -44'i I 7 -� i _ F- -I Bottom TH1=14.0 18' � DESIGN DATA (D BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD USE 2 DRY WELLS SET 8' APART SEPTIC TANK: 1500 GAL. WITH 4' OF STONE SET ALL AROUND BOTTOM LEACHING AREA: 429 SF TO MAKE A 13' X 33' X 2' DEEP [(33' X 13')] LEACH AREA. SIDE LEACHING AREA: 184 SF [2(13'+ 33') X 2' DEEP)"] DESIGN CAPACITY: 453 GPD [(429 SF + 184 SF) X �4 GPD/SF] 1 r 0 Permit valid Yor REPAIK OF SH: ITIC SYSTH:M ONLY, glue to State and I oval septic variances. Board of Ilcalth review and approval is required for any future additions/reno%;,lions/alterations to sewage facilities and/or strucluresidwellurg. Yarmouth Hcal It Departure/nt ame Date SITE PLAN FOR DENISE A, KELLEY LOTS 1392 140, 142 & 144 39 CARVER ROAD, W. YARMOUTH, MA i MAY 16, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 D2016 BY R.J. CADILLAC PAGE 1 OF 1