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Home My WebLink About12 Pilgrim Road Site Plan/ 6 S9 TOP OF COAST BANK N/F MARINO ALTER REMOVAL AT DECK SUPPORT, IF NEEDED. Q^ AN c S 1. VARY LEACH AREA TO PROPERTY LINE BY 5.3"(4.71PRC r N/F VARY LEACHING TO BASEMENT BY 13.6' (6.4' PROVIDED KACZMAREK VARY TANK TO BE 8' FROM HOUSE AND 8.2' FROM LOT iyS ALL ABOVE ARE 310 CMR 15.211 (1}. 'L. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PRt 310 CMR 15.212. 3. NO RESERVE AREA COULD BE PROVIDED, 310 CMR 15.24 s 4. VARY REMOVAL TO BE S WIDE ON NORTH AND EAST SIC ° WIDE ON WEST AND SOUTH SIDES, EXCEPT ALTER AT DEI IF NEEDED, SO AS NOT TO UNDERMINE. 310 CMR 15.255 5. VARY LEACHING TO BORDERING WETLANDS BY 43' (57' P S� r. VARY COVER OVER TANK TO BE 6". 310 CMR 15.228 (1 10 N/F lap GINGRAS • �2 4 `r �o/�.V 0A p cO Ix zc •Pp ec �0y'P� ,a0 frq, Z////, p� F Jam} �9 �O \ BENCH MARK --TOP PK NAIL SET IN PAVEMENT = 18.43 ASSIGNED (6' OFF CENTER OF CATCH BASIN) CAUTION: THIS IS A SITE PLAN SURVEY, AND NOT A PROPERTY LINE SURVEY BY THIS OFFICE. LOT LINES SHOWN ARE APPROX- IMATE, AND REFLECT ACTUAL MONUMENTS FOUND AND OCCUPATION LINES. la 10. p 6. �a//\ o N/F ROSETTI A ° sPr op^ ��iP 99 6o'V' V, !J V DEEP IMPERVIOUS, BARRIER --73 LF, OF 40 MIL AFCO VINYL FLASHING, OR EQUAL. TOP FLASHING=TOP PEASTONE=8.25GRADE ABOVE HARRIER -8,7 MIN. NO SLOPES STEEPER THAN 3:1 OUTSIDE THE BARRIER, GRADE ABOVE LEACH=9.3 MIN. JOB NO. Y99-`0 BUCHANANDWC Rte 28 OVIDED). W/BARRIER.) 1. LOCUS IS A,M, 29, PARCEL 1'19. TEST HOLE DATE: Nov. 18, 1999 T LINE. 2, ELEVATIONS SHOWN ARE NGVD29. GARBAGE GRINDER: PERFORMED BY: Ron Cadilloc:, Soil EVOIL10tvi- WITNESSED 3. LOCUS IS IN FLOOD ZONE Al2 (EL.12) ON FIRM DATED JULY 2, 1992. j 'OVIDEb 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) TOP FOUND. . 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �o 48. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED, Sogomore DES AND 4' 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". l ao - 'B. YOL .CK SUPPORT, 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D L, a 5 (9)• -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Pilgrim Rd PROVIDED) LOCAL 9. REG, DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MIDST BE PROVIDED. BUILD IIP COVER., S=1/4"/ft IISe 6 1)• of Salt Marsh TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN G" 10, OF GRADE. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/3 TO 1/2" PEA STONE LOCI 11, ON TOP. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 1,00 Gal. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. S=1/8"/ft min. 12, IF AN OVERDIG IS CALLED FOR BELOW FILL MATERIAL FOR °' AR I I RULE a T d. o NOT TO SCALE TIO... � MAP UDR IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 J"MR 115 155(3) LEACHINGTEST HOLE 1 13, PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE n.NY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. s [\I/F BEDROOIhS: TEST HOLE DATE: Nov. 18, 1999 0 REFI'LUMB RAND GARBAGE GRINDER: PERFORMED BY: Ron Cadilloc:, Soil EVOIL10tvi- WITNESSED e 28 o CEI 12.47± BY: Kelda Welsh, Inspector Invert 8.10 Invert 7.75 7.25 TOP FOUND. FERC RATE: <2'-00"/inch (C layer) 36 TOP C' I'F WALL DETAIL H �o SOIL SURVEY(1993): Carver 7i^e sorld GEOLOGIC MAP(,1986 ; Horwich ) ch cutwa,h plain deposits 46 SEE S' -`T 2 BY Invert 8.., r--3' I INI 1`I High Croundwater=3.25 NGVD29 l ao - 'B. YOL P:G, PE REPLUMB-Proposed Invert 8.13 L, a DESIGN DATA Use Gag Raffle Invert 7.93 4 CONTACTOR 100'S5a^ Locus is within 300' r 0i1•f CATALONI S=1/4"/ft IISe 6 cover F'ropr:ed 8.25 of Salt Marsh I DESIGN CAPACITY: 345 CPD 5=1/8"/f} TOP PEA STONE [{418 SF + 49 5F) x .74 GPD/SF] 1,00 Gal. { S=1/8"/ft min. a Pr•, �se4 I RULE 40 TAIL BARRIER -----�- INSPrCT�- O---N-SCF THE PROPOSED BARRIER RUNS ALONG Fill B layer 11cla, sand C1 layer 1fine sandyC2 layer 1 observed water rnedlum sand 2. CALL B. YOUNG, Pc, AND FOOTING. PRIOR , ND 3. CALL R.J. CADILLAC 0 CO F0:4L INSPECTION, IF REC'-:' E3 BY HEALTH NOTE: THIS PROPOSED SEPTIC: SYSTEM TO AGENT. BE INSTALLED,AT SAME TIME AS THE SEPTIC SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD. BOTH SYSTEMS SHARE A WALL AND GRADING. LEQEN BEDROOIhS: 3 G REFI'LUMB TO EXIT WITH GARBAGE GRINDER: Nn T o CEI ITER OF PIPE 3'-8" I REQUIRED CAPACITY: Invert 8.10 Invert 7.75 7.25 PROPOSED CONTOUR BEI .OW TOP FOUNDATION. I 6 StoneIor c<;rnpuct Proposed Proposed I 4.0 Bottom ?�; I UA'R: ' !t CENTER OF I' --1U'---j r--3' I INI 1`I High Croundwater=3.25 NGVD29 9.2 Ncw2s c�.;,. ey.�.3 Ex [2(19' tr)] n 1 a N 0.2' Adiustrnent Provided DESIGN DATA SIDE LEACHING AREA: Locus is within 300' X 19' X 6" DEEP LEACH AREAS. CATALONI [98' PERIMETER X 0.5DEEP)) of Salt Marsh 2. CALL B. YOUNG, Pc, AND FOOTING. PRIOR , ND 3. CALL R.J. CADILLAC 0 CO F0:4L INSPECTION, IF REC'-:' E3 BY HEALTH NOTE: THIS PROPOSED SEPTIC: SYSTEM TO AGENT. BE INSTALLED,AT SAME TIME AS THE SEPTIC SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD. BOTH SYSTEMS SHARE A WALL AND GRADING. LEQEN BEDROOIhS: 3 OBSERVED WATER=3.05 NGVD29 / -G- GARBAGE GRINDER: Nn LU- iCH AREA 9.5 x 8.7 EXI&TING & PROPOSED ELEVATIONS ('X' MARKS POINT) REQUIRED CAPACITY: 330 GF'D USE 4 CULTEC CONTACTORS SET PROPOSED CONTOUR 0 e;E-r'IV-- TANK: :C.iOv ;;AL, n.' 2 LFA.CH AREAS, AS SHOWN ® ?�; I UA'R: ' !t CENTER OF BOTTOM LEACHING AREA: 418 SF EACH LEACH AREA HAS 4' STONE N/F 9.2 Ncw2s c�.;,. ey.�.3 Ex [2(19' tr)] ON SIDE AND 30" ON END FOR TWO 11' SIDE LEACHING AREA: 49 SF X 19' X 6" DEEP LEACH AREAS. CATALONI [98' PERIMETER X 0.5DEEP)) DESIGN CAPACITY: 345 CPD REMOVAL [{418 SF + 49 5F) x .74 GPD/SF] DO 3' REMOVAL ON NORTH & EAST { SIDES, AND DO 4' REMOVAL ON WEST I RULE 40 TAIL BARRIER & SOUTH SIDES, ALL DOWN 46"± INSPrCT�- O---N-SCF THE PROPOSED BARRIER RUNS ALONG TO MEDIUM SAND, ALTER REMOVAL, 0 STAKE WALL THE EDGE OF THE REMOVAL FROM THE IF NEEDED, AT DECK SUPPORT. 1. CALL R.J. CADILLAC SEPTIC TANK TO A POINT 20' OFF THE LOCATION. _ TO 1„ T Y,ALL FOUNDATION OF HOUSE NO. 14. 2. CALL B. YOUNG, Pc, AND FOOTING. PRIOR , ND 3. CALL R.J. CADILLAC 0 CO F0:4L INSPECTION, IF REC'-:' E3 BY HEALTH NOTE: THIS PROPOSED SEPTIC: SYSTEM TO AGENT. BE INSTALLED,AT SAME TIME AS THE SEPTIC SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD. BOTH SYSTEMS SHARE A WALL AND GRADING. pL�C�C�fJd(s , OCT 2 . 2002 By r I L E C 01P7 THIS PLAN IS A VAD' CC -Y ONLY IF IT BEARS AN ORIGINAL RED ST. AP A•:D SIGNATURE. HEALTH AGrN1` t4,111 ROYAL DATE SITE PLAN FOR MARGARET" F* BUCH NAA LOT 49, 12 PILGRIM ROAD, WEST YARMOUTH, MA MAY 24, 2000 SCALE: 1 "-20" RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAUD SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2000 BY R.J. CADILLAC ELEV.(feet) 7.9 4.05 3.05 -0.6 PAGE 1 OF 2 n LEQEN ,Q} TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS -G- GAS LINE MARKINGS OF SHOWN) -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8.7 EXI&TING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _____8, PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) EXISTING SEPTIC COVER ® EXISTING DRAINAGE CATCH BASIN rLNGi (Ior X0141, NST ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) pL�C�C�fJd(s , OCT 2 . 2002 By r I L E C 01P7 THIS PLAN IS A VAD' CC -Y ONLY IF IT BEARS AN ORIGINAL RED ST. AP A•:D SIGNATURE. HEALTH AGrN1` t4,111 ROYAL DATE SITE PLAN FOR MARGARET" F* BUCH NAA LOT 49, 12 PILGRIM ROAD, WEST YARMOUTH, MA MAY 24, 2000 SCALE: 1 "-20" RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAUD SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2000 BY R.J. CADILLAC ELEV.(feet) 7.9 4.05 3.05 -0.6 PAGE 1 OF 2 n