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Home My WebLink About12 Pilgrim Road Site Plan 4aS S� -9 TOP OF COASTAL 8 BANK N/F MARINO 8� 17 / 10. o0 0 4-0. / TEST HOLE DATE: Nov. 18, 1999 N F PERFORMED BY: Ron Cadillac, Soil Evaluator 28" Ta 1 s T s RAND WITNESSED BY: Kelda Welsh, Inspector 43 0 12.471 P 36^ `Z` '� PERC RATE: <2'-00"/inch (C layer) Ijox\ TOP FOUND. SOIL SURVEY(1993): Carver coarse sand Feep�x j 'o TOP OF WALL DETAIL GEOLOGIC MAP(1986): Harwich outwash plain deposits 46^ o e8 / //SEE SHEET,2 BY Invert 8.58 a 8 °' To B. YOUNG, P� Invert 8.13 0 0 _ REPLUMB-Proposed 58" .101 \O �9i9 j / s �o% Use Gas Baffle Invert 7.93 4 CONTACTOR 100'S / N/F 'o Proposed �./ A s S=1/4"/ft Use 6" cover 825 S. ROSET11 sP oQ o 0o S=1 /8"/ft TOP PEA STONE o BENCH MARK --TOP PK NAIL SET IN PAVEMENT = 5.41 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. 5' DEEP IMPERVIOUS BARRIER --73 L.F. OF 40 MIL AFCO VINYL FLASHING, OR EQUAL. TOP FLASHING=TOP PEASTONE=8.25' GRADE ABOVE BARRIER=8.7 MIN. NO SLOPES STEEPER THAN 3:1 OUTSIDE THE BARRIER. GRADE ABOVE LEACH=9.3 MIN. NOTE: THIS PROPOSED SEPTIC SYSTEM TO BE INSTALLED AT SAME TIME AS THE SEPTIC SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD. BOTH SYSTEMS SHARE A WALL AND GRADING. TH 1 8 N/F 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. FOUND, GAS LINE MARKINGS (IF SHOWN) E- OVERHEAD ELECTRIC WIRES (IF SHOWN) MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: '�-6- - fi%�j' pz; a JOB IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 0 UTILITY POLE (IF SHOWN) s® IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). ��/�7�� NOTES rr �b� AN N.DWG BUCHANAN.DWG Rte 28 SOIL, BLOCK, AND STONE IN S 1. VARY LEACH AREA TO PROPERTY LINE BY 5.3' (4.7' PROVIDED). 1. LOCUS IS A.M. 29, PARCEL 119. 7, Q DEPTH (inches) F N/F VARY LEACHING TO BASEMENT BY 13.6' (6.4' PROVIDED W/BARRIER.)2. ELEVATIONS SHOWN ARE NGVD29. co KACZMAREK VARY TANK TO BE 8' FROM HOUSE AND 8.2' FROM LOT LINE. 3. LOCUS IS IN FLOOD ZONE Al2 (EL -12) ON FIRM DATED 2, AD 2. ALL ABOVE ARE 310 CMR 15.211 (1). 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER . UNLESS NOTED) 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 5, MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 3 310 CMR 15.212. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 5agomore Rd. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". o 9 4. VARY REMOVAL TO BE 3' WIDE ON NORTH AND EAST SIDES AND 4' 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Im WIDE ON WEST AND SOUTH SIDES, EXCEPT ALTER AT DECK SUPPORT, D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Pilgrim Rd, NOT TO IF NEEDED, SO AS NOT TO UNDERMINE. 310 CMR 15.255 (9). 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE 5. S� VARY LEACHING TO BORDERING WETLANDS BY 43' (57' PROVIDED) LOCAL REG. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. 6. VARY COVER OVER TANK TO BE 6". 310 CMR 15.228 (1). ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. 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 / 10. o0 0 4-0. / TEST HOLE DATE: Nov. 18, 1999 N F PERFORMED BY: Ron Cadillac, Soil Evaluator 28" Ta 1 s T s RAND WITNESSED BY: Kelda Welsh, Inspector 43 0 12.471 P 36^ `Z` '� PERC RATE: <2'-00"/inch (C layer) Ijox\ TOP FOUND. SOIL SURVEY(1993): Carver coarse sand Feep�x j 'o TOP OF WALL DETAIL GEOLOGIC MAP(1986): Harwich outwash plain deposits 46^ o e8 / //SEE SHEET,2 BY Invert 8.58 a 8 °' To B. YOUNG, P� Invert 8.13 0 0 _ REPLUMB-Proposed 58" .101 \O �9i9 j / s �o% Use Gas Baffle Invert 7.93 4 CONTACTOR 100'S / N/F 'o Proposed �./ A s S=1/4"/ft Use 6" cover 825 S. ROSET11 sP oQ o 0o S=1 /8"/ft TOP PEA STONE o BENCH MARK --TOP PK NAIL SET IN PAVEMENT = 5.41 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. 5' DEEP IMPERVIOUS BARRIER --73 L.F. OF 40 MIL AFCO VINYL FLASHING, OR EQUAL. TOP FLASHING=TOP PEASTONE=8.25' GRADE ABOVE BARRIER=8.7 MIN. NO SLOPES STEEPER THAN 3:1 OUTSIDE THE BARRIER. GRADE ABOVE LEACH=9.3 MIN. NOTE: THIS PROPOSED SEPTIC SYSTEM TO BE INSTALLED AT SAME TIME AS THE SEPTIC SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD. BOTH SYSTEMS SHARE A WALL AND GRADING. TH 1 8 N/F 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. FOUND, GAS LINE MARKINGS (IF SHOWN) E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) '�-6- - as GINGRAS 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 0 UTILITY POLE (IF SHOWN) s® IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). EXISTING DRAINAGE CATCH BASIN x 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 1 ny `so r 14 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS DEPTH (inches) / 10. o0 0 4-0. / TEST HOLE DATE: Nov. 18, 1999 N F PERFORMED BY: Ron Cadillac, Soil Evaluator 28" Ta 1 s T s RAND WITNESSED BY: Kelda Welsh, Inspector 43 0 12.471 P 36^ `Z` '� PERC RATE: <2'-00"/inch (C layer) Ijox\ TOP FOUND. SOIL SURVEY(1993): Carver coarse sand Feep�x j 'o TOP OF WALL DETAIL GEOLOGIC MAP(1986): Harwich outwash plain deposits 46^ o e8 / //SEE SHEET,2 BY Invert 8.58 a 8 °' To B. YOUNG, P� Invert 8.13 0 0 _ REPLUMB-Proposed 58" .101 \O �9i9 j / s �o% Use Gas Baffle Invert 7.93 4 CONTACTOR 100'S / N/F 'o Proposed �./ A s S=1/4"/ft Use 6" cover 825 S. ROSET11 sP oQ o 0o S=1 /8"/ft TOP PEA STONE o BENCH MARK --TOP PK NAIL SET IN PAVEMENT = 5.41 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. 5' DEEP IMPERVIOUS BARRIER --73 L.F. OF 40 MIL AFCO VINYL FLASHING, OR EQUAL. TOP FLASHING=TOP PEASTONE=8.25' GRADE ABOVE BARRIER=8.7 MIN. NO SLOPES STEEPER THAN 3:1 OUTSIDE THE BARRIER. GRADE ABOVE LEACH=9.3 MIN. NOTE: THIS PROPOSED SEPTIC SYSTEM TO BE INSTALLED AT SAME TIME AS THE SEPTIC SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD. BOTH SYSTEMS SHARE A WALL AND GRADING. TH 1 LEGEND TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS -G- GAS LINE MARKINGS (IF SHOWN) E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) '�-6- - EXISTING CONTOUR _8-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) s® EXISTING SEPTIC COVER ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 10/06/03 --OFFSETS TO LOT LINES SHOWN BASED UPON MAY 2000 FIELD LOCATION '1130 `L N/F CATALONI 0 o�\Invert 8.38 1500 Gal. S=1/8"/ft min. Proposed - - - - - 6„ 102" REPLUMB TO EXIT WITH T CENTER OF PIPE 3' 8" I t 810 7.25 Fill B layer 10yr 5/6 sandy loom Cl layer 10yr 5/3 fine sandy loam C2 layer 10yr 5/6 observed water medium sand - 6" Stone r river compact Invert 7.75 I 4'Q Bottom BELOW TDP FOUNDATION. ` Proposed Proposed -10' r- I r- 3' I I lv I 2' I I� � High Groundwater= 3.25 NGVD29 18, 0 2' Ad'ustment Provided BENCH MARK --TOP & CENTER 0'. CONC. BOUND= 9.30 NGVD29 INSPECTION SCHEDULE 1. CALL R.J. CADILLAC TO STAKE WALL LOCATION. 2. CALL B. YOUNG, PE, TO INSPECT WALL AND FOOTING PRIOR AND DURING POUR. 3. CALL R.J. CADILLAC TO DO FINAL INSPECTION, IF REQUIRED BY HEALTH AGENT. I 1 Locus is within 300 DESIGN DATA of Salt Marsh OBSERVED WATER=3.05 NGVD29 BEDROOMS: 3 LEACH AREA GARBAGE -GRINDER: No - `-'- REQUIRED CAPACITY: 330 GPD USE 4 CULTEC CONTACTORS SET SEPTIC TANK: 1500 GAL. IN 2 LEACH AREAS, AS SHOWN. BOTTOM LEACHING AREA: 418 SF EACH LEACH AREA HAS 4' STONE [2(19, X 11.)] ON SIDE AND 30" ON END FOR TWO SIDE LEACHING AREA: 49 SF 11' X 19' X 6" DEEP LEACH AREAS. [98' PERIMETER X 0.5' DEEP)] DESIGN CAPACITY: 345 GPD REMOVAL [(418 SF + 49 SF) X .74 GPD/SF] DO 3' REMOVAL ON NORTH & EAST SIDES, AND DO 4' REMOVAL ON WEST 40 MIL BARRIER & SOUTH SIDES, ALL DOWN 46"f THE PROPOSED BARRIER RUNS ALONG TO MEDIUM SAND. ALTER REMOVAL, IF NEEDED, AT DECK SUPPORT. THE EDGE OF THE REMOVAL FROM THE SEPTIC TANK TO A POINT 20' OFF THE FOUNDATION OF HOUSE NO. 14. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. 3 HEALTH AGENT APPROVAL DATE ELEV.(feet) 7.9 SITE PLAN FOR MARGARET F. BUCHANAN LOT I49, 12 PILGRIM ROAD, WEST YARMOUTH, MA MAY 241 2000 SCALE: 1"=20" RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2000 BY R.J. CADILLAC 4.05 3.05 I' m PAGE 1 OF 2