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HomeMy WebLinkAboutEngineered Plan - 2018ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. r- NOTES Lentros.dwg 6 1. a- F- 06 0 w Y O 3. 0 3 0 M ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) J cn a LVRM DRM 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. BDRM KIT BDRM o 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW _ BATH 21 ADS ARC 36HC HD EXISTING FLOOR PLAN NOT TO SCALE , MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACHING TO LOT LINE BY UP TO 4' (6' PROVIDED). 310 CMR 15.211 (1). BENCH MARK --TOP OF MAG NAIL IN PAVEMENT=10.000 ASSIGNED NO GRADE CHANGES ARE PROPOSED P.56 �' f Zo 2 �STREET THIS S10E OF ORTED ON 10,00 MAIN REP WATER _ 10,13 - I B P.77 Edge of Pavement - II 10.38 L - 10,11r) I I -�II.67 0.3111 I 1 10.41 , I 10.2 10.1 11 I 10,0 GI x 9.9/ 10.2 �� i I x w x 10;2 i APPROX• I I 1 I BOUNDARY 0 x0.30 .5 II m II i CAPE CO O rs:::.. i p1Rj p E :ING i II z , m II I AR I I 1 I 9.b I N/ F III II ` �.•9 EX1 us G •' II / x"160 ID ,u I Ho 1 I A. LENTROS W I- DNo. 9 x 9.8 , 9.97. 31'+ :;• o :: x 10.1 9 " I TH 1 1 17"9 0 K S.IF Oak s O,o 1� 5 CA 40+ I �� Oaks 0 15" 1 x ;$11' Oak 125.0' 01 n I BENCH MARK --TOP & CENTER OF DAN N I BALE N /F SEPTIC TANK=9.14 ASSIGNED CHESSON 0.53 x 9.8 0. NOTES Lentros.dwg :D 1. z F- F-- w �w 3. w� 3 0 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) c� cn MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACHING TO LOT LINE BY UP TO 4' (6' PROVIDED). 310 CMR 15.211 (1). BENCH MARK --TOP OF MAG NAIL IN PAVEMENT=10.000 ASSIGNED NO GRADE CHANGES ARE PROPOSED P.56 �' f Zo 2 �STREET THIS S10E OF ORTED ON 10,00 MAIN REP WATER _ 10,13 - I B P.77 Edge of Pavement - II 10.38 L - 10,11r) I I -�II.67 0.3111 I 1 10.41 , I 10.2 10.1 11 I 10,0 GI x 9.9/ 10.2 �� i I x w x 10;2 i APPROX• I I 1 I BOUNDARY 0 x0.30 .5 II m II i CAPE CO O rs:::.. i p1Rj p E :ING i II z , m II I AR I I 1 I 9.b I N/ F III II ` �.•9 EX1 us G •' II / x"160 ID ,u I Ho 1 I A. LENTROS W I- DNo. 9 x 9.8 , 9.97. 31'+ :;• o :: x 10.1 9 " I TH 1 1 17"9 0 K S.IF Oak s O,o 1� 5 CA 40+ I �� Oaks 0 15" 1 x ;$11' Oak 125.0' 01 n I BENCH MARK --TOP & CENTER OF DAN N I BALE N /F SEPTIC TANK=9.14 ASSIGNED CHESSON 0.53 x 9.8 0. - N /F P. LENTROS N /F P. LENTROS DESIGN DATA cD Zone A Observed Water=0.6 BEDROOMS: 3 MIN. GARBAGE GRINDER: _ No . - -- - - LEACH - AREA _- REQUIRED CAPACITY. 330 GPD EXISTING SEPTIC TANK: 1000 GAL. USE 21 ADS ARC 36HC HD CHAMBERS AS EFFECTIVE LEACHING AREA: 504 SF SHOWN IN A 8'-8" WIDE BY 35' LONG 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT BY 10.75" DEEP LEACH AREA. 21 UNITS X 24 SF/UNIT=504 SF(EFFECTIVE) DESIGN CAPACITY: 372 GPD [(504 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORLGt4aL RED _STAMP,I�D SIGNATURE. LEGEND' S _ � � �.`ZN OF MA"S� � TH i TEST HOLE LOCATION, NUMBER _jN OF MA ��`� Ct W WATER LINE MARKINGS �° RONALD G�� �° RONALD JAMJ� z JAMES E OVERHEAD ELECTRIC WIRES (IF SHOWN) ' o CADILLACCADILLAC ADILAC > CADILLA ' G GAS LINE MARKINGS # 1060 b # 35779 �s x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ��GISTER1O 'cFss�0 1 S�P� q� SyF�+Ea 6-� EXISTING CONTOUR qN ITARo sw° ��- PROPOSED CONTOUR 22 t UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE *NOTE: SYSTEM HAS FAILED. EFFLUENT WAS ABOVE REAR SEPTIC TANK COVER AT TIME OF FIELD WORK. TOP, FRONT AND CENTER OF SEPTIC WAS SHOT IN FIELD. TANK WAS ASSUMED TO BE SET LEVEL. ADJUST D -BOX ACCORDINGLY TO MATCH ACTUAL TANK OUTLET INVERT ELEVATION. Permit valid for REPAIR 01' SEl"I'IC SVS I I:M ONLY, due to State and fecal septic variances. Board of tlealth review and approval is required for any future ad(litions/renn%;ttions/alterations to sewage facilities and/or structures/dwelhng: Yarmouth 11 ilth l)eparltirent SITE PLAN FOR /,a me Date PETER LENTR-O-S---� 9 LOCUST STREET, SOUTH YARMOUTH, MA. MARCH 22, 2018 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2018 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 NOTES Lentros.dwg 8' 1. LOCUS IS A.M. 42, PARCEL 11. F633/54 SB14/45 PERFORMED BY: Ron Cadillac, Soil Evaluator 2. ELEVATIONS SHOWN ARE ASSIGNED. BENCH MARK --TOP & CENTER OF 3. LOCUS IS IN FLOOD ZONE X(0.2% ANNUAL RISK) ON FIRM DATED JULY 16, 2014. 3 0 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) N, 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. ?0 o 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. St.. � p. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14" . �'� cost 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 21 ADS ARC 36HC HD 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO Invert 7.721 CHAMBERS COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 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, Proposed CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 9" min. cover ® Filter Cloth 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL. FOR 5' AROUND AND UNDER LEACHING ----- Existing S=See Note* 3" Max. S=1 /8 /ft �ns ection Port IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, 114 " __observed - 0.6 AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 10.1 A/E layer 10yr 3/3 6.3 sandy loam - N /F P. LENTROS N /F P. LENTROS DESIGN DATA cD Zone A Observed Water=0.6 BEDROOMS: 3 MIN. GARBAGE GRINDER: _ No . - -- - - LEACH - AREA _- REQUIRED CAPACITY. 330 GPD EXISTING SEPTIC TANK: 1000 GAL. USE 21 ADS ARC 36HC HD CHAMBERS AS EFFECTIVE LEACHING AREA: 504 SF SHOWN IN A 8'-8" WIDE BY 35' LONG 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT BY 10.75" DEEP LEACH AREA. 21 UNITS X 24 SF/UNIT=504 SF(EFFECTIVE) DESIGN CAPACITY: 372 GPD [(504 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORLGt4aL RED _STAMP,I�D SIGNATURE. LEGEND' S _ � � �.`ZN OF MA"S� � TH i TEST HOLE LOCATION, NUMBER _jN OF MA ��`� Ct W WATER LINE MARKINGS �° RONALD G�� �° RONALD JAMJ� z JAMES E OVERHEAD ELECTRIC WIRES (IF SHOWN) ' o CADILLACCADILLAC ADILAC > CADILLA ' G GAS LINE MARKINGS # 1060 b # 35779 �s x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ��GISTER1O 'cFss�0 1 S�P� q� SyF�+Ea 6-� EXISTING CONTOUR qN ITARo sw° ��- PROPOSED CONTOUR 22 t UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE *NOTE: SYSTEM HAS FAILED. EFFLUENT WAS ABOVE REAR SEPTIC TANK COVER AT TIME OF FIELD WORK. TOP, FRONT AND CENTER OF SEPTIC WAS SHOT IN FIELD. TANK WAS ASSUMED TO BE SET LEVEL. ADJUST D -BOX ACCORDINGLY TO MATCH ACTUAL TANK OUTLET INVERT ELEVATION. Permit valid for REPAIR 01' SEl"I'IC SVS I I:M ONLY, due to State and fecal septic variances. Board of tlealth review and approval is required for any future ad(litions/renn%;ttions/alterations to sewage facilities and/or structures/dwelhng: Yarmouth 11 ilth l)eparltirent SITE PLAN FOR /,a me Date PETER LENTR-O-S---� 9 LOCUST STREET, SOUTH YARMOUTH, MA. MARCH 22, 2018 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2018 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 TEST HOLE DATE: March 8, 2018 8' PERFORMED BY: Ron Cadillac, Soil Evaluator BENCH MARK --TOP & CENTER OF WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 5/8 SEPTIC TANK=9.14 ASSIGNED PERC RATE: <2'-00"/inch (C layer) loamy sand SOIL SURVEY(1993): Carver coarse sand 31" Invert 22.40 GEOLOGIC MAP(1986): Harwich outwash plain deposits 7.5 Existing 21 ADS ARC 36HC HD i C layer 2.5y 6/4 Invert 7.721 CHAMBERS 46"n. med. coarse sand Existing * Use Gas Baffle Invert 7.25 Top Units=7.63 Proposed 9" min. cover ® Filter Cloth ----- Existing S=See Note* 3" Max. S=1 /8 /ft �ns ection Port water Invert 7.97f 1000 Gal. //,(�� P min' r 114 " __observed - 0.6 Septic Tank Existing ------_=-- 10.75" 120" 0.1 6.3 compact Invert 7.42* Invert 7.205' Bottom 6" Stone or Proposed Proposed i 5 2'-i High Groundwater --1.3 co ' 41 0.7' USGS Adjustment < February 2018 - N /F P. LENTROS N /F P. LENTROS DESIGN DATA cD Zone A Observed Water=0.6 BEDROOMS: 3 MIN. GARBAGE GRINDER: _ No . - -- - - LEACH - AREA _- REQUIRED CAPACITY. 330 GPD EXISTING SEPTIC TANK: 1000 GAL. USE 21 ADS ARC 36HC HD CHAMBERS AS EFFECTIVE LEACHING AREA: 504 SF SHOWN IN A 8'-8" WIDE BY 35' LONG 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT BY 10.75" DEEP LEACH AREA. 21 UNITS X 24 SF/UNIT=504 SF(EFFECTIVE) DESIGN CAPACITY: 372 GPD [(504 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORLGt4aL RED _STAMP,I�D SIGNATURE. LEGEND' S _ � � �.`ZN OF MA"S� � TH i TEST HOLE LOCATION, NUMBER _jN OF MA ��`� Ct W WATER LINE MARKINGS �° RONALD G�� �° RONALD JAMJ� z JAMES E OVERHEAD ELECTRIC WIRES (IF SHOWN) ' o CADILLACCADILLAC ADILAC > CADILLA ' G GAS LINE MARKINGS # 1060 b # 35779 �s x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ��GISTER1O 'cFss�0 1 S�P� q� SyF�+Ea 6-� EXISTING CONTOUR qN ITARo sw° ��- PROPOSED CONTOUR 22 t UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE *NOTE: SYSTEM HAS FAILED. EFFLUENT WAS ABOVE REAR SEPTIC TANK COVER AT TIME OF FIELD WORK. TOP, FRONT AND CENTER OF SEPTIC WAS SHOT IN FIELD. TANK WAS ASSUMED TO BE SET LEVEL. ADJUST D -BOX ACCORDINGLY TO MATCH ACTUAL TANK OUTLET INVERT ELEVATION. Permit valid for REPAIR 01' SEl"I'IC SVS I I:M ONLY, due to State and fecal septic variances. Board of tlealth review and approval is required for any future ad(litions/renn%;ttions/alterations to sewage facilities and/or structures/dwelhng: Yarmouth 11 ilth l)eparltirent SITE PLAN FOR /,a me Date PETER LENTR-O-S---� 9 LOCUST STREET, SOUTH YARMOUTH, MA. MARCH 22, 2018 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2018 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1