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HomeMy WebLinkAboutEngineer Plans - 2020!ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. r C'/ OL "i r 0 0 0 M z a N %F SOARES REV. 8/23/21--4 BEDROOMS BENCH MARK -TOP MAG. NAIL SET IN PAVEMENT= 30.00 ASSIGNED 33.90± Foundation ` 29.24 Itr 30,0 31.82 JOS N0. Y20-14 NOTES Contella3.dwg 1. LOCUS IS A.M. 22, PARCEL 132, Folder SB14/74 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014, 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: September 3, 2020 NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Mallory Longler, RS ARE PROPOSED PERC RATE: <2'-00"/inch (B layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 30.69 Invert 30.20 16 ADS ARC 36HC CHAMBERS End Exist. C.I. Pipe Proposed Use Gas Baffle H-10 Top Units=29.93 over 9" min. c S=1"/ft �-, �-, Invert 29.58 ®Filter Cloth La. NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 31.4 A layer 10yr 4/3 6" loamy sand. 30.9 B layer s r t y 6/8 � loamy Bond o_ 24" ?a a C1 layer 10yr 6, loamy medium fine sand i I Proposed S-3/8"/ft rroposeo 3" Max. j Invert 30.45 1500 Gal. S=1/4" /ft --T�nspection Port Proposed Septic Tank 1 I P Invert 29,75A29.50 -___-_ Proposed 10.75" 132" no water I I 60 6" Stone or connact2oito j P Proposed Invert 8 2'Bottom Level Prop9- 3'15' -- i Bottom TH1=20.4 m DESIGN DATA LEACH AREA BEDROOMS: 4 USE 16 ADS ARC 36HC CHAMBERS IN GARBAGE GRINDER:_ __No TWO TRENCHES, EACH 40' X 34.5" X REQUIRED CAPACITY: 440 GPD 10.75" DEEP, AS SHOWN: - - PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 623.2 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 16 UNITS X 38.95 SF/UNIT=623.2 SF(EFFECTIVE) LVRM FSDRMBDRM DESIGN CAPACITY: 461 GPD [(623.2 SF) X .74 GPD/SF] GAR I FAMRM KIT. rBATH[SDRM Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for any future additioastrenovations/nitersti ms to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPROVED Name Date THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORP 7t. RED STAMP AND SIGNATURE. RONALD JAMES CADILLAC # 1060 23 RONALD JAMES CADILLAC , # 35779 , HEALTH AGENT APPROVAL EXISTING FLOOR PLAN NOT TO SCALE SITE PLAN FOR CAN TELLA PROPERTY F'�y OT 11, 7 CUTTER LANE, W. YARMOUTH, MA AUG2 5 2021 SEPTEMBER 24, 2020 SCALE: 1 "=20' HEALTH DEPT. I RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 p�z amz� WEST YARMOUTH, MA 02673 DATE(508) 775-9700 ©2020 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND TH I TEST HOLE LOCATION, NUMBER - -Wv WATER LINE MARKINGS -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) - GAS LINE MARKINGS ?. x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,,-6--- EXISTING CONTOUR --8-'-' PROPOSED CONTOUR RJ UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN -^x - FENCE (IF SHOWN, NOT ALL SHOWN) ? TREE (IF SHOWN, NOT ALL SHOWN) REV. 8/23/21--4 BEDROOMS BENCH MARK -TOP MAG. NAIL SET IN PAVEMENT= 30.00 ASSIGNED 33.90± Foundation ` 29.24 Itr 30,0 31.82 JOS N0. Y20-14 NOTES Contella3.dwg 1. LOCUS IS A.M. 22, PARCEL 132, Folder SB14/74 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014, 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: September 3, 2020 NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Mallory Longler, RS ARE PROPOSED PERC RATE: <2'-00"/inch (B layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 30.69 Invert 30.20 16 ADS ARC 36HC CHAMBERS End Exist. C.I. Pipe Proposed Use Gas Baffle H-10 Top Units=29.93 over 9" min. c S=1"/ft �-, �-, Invert 29.58 ®Filter Cloth La. NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 31.4 A layer 10yr 4/3 6" loamy sand. 30.9 B layer s r t y 6/8 � loamy Bond o_ 24" ?a a C1 layer 10yr 6, loamy medium fine sand i I Proposed S-3/8"/ft rroposeo 3" Max. j Invert 30.45 1500 Gal. S=1/4" /ft --T�nspection Port Proposed Septic Tank 1 I P Invert 29,75A29.50 -___-_ Proposed 10.75" 132" no water I I 60 6" Stone or connact2oito j P Proposed Invert 8 2'Bottom Level Prop9- 3'15' -- i Bottom TH1=20.4 m DESIGN DATA LEACH AREA BEDROOMS: 4 USE 16 ADS ARC 36HC CHAMBERS IN GARBAGE GRINDER:_ __No TWO TRENCHES, EACH 40' X 34.5" X REQUIRED CAPACITY: 440 GPD 10.75" DEEP, AS SHOWN: - - PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 623.2 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 16 UNITS X 38.95 SF/UNIT=623.2 SF(EFFECTIVE) LVRM FSDRMBDRM DESIGN CAPACITY: 461 GPD [(623.2 SF) X .74 GPD/SF] GAR I FAMRM KIT. rBATH[SDRM Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for any future additioastrenovations/nitersti ms to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPROVED Name Date THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORP 7t. RED STAMP AND SIGNATURE. RONALD JAMES CADILLAC # 1060 23 RONALD JAMES CADILLAC , # 35779 , HEALTH AGENT APPROVAL EXISTING FLOOR PLAN NOT TO SCALE SITE PLAN FOR CAN TELLA PROPERTY F'�y OT 11, 7 CUTTER LANE, W. YARMOUTH, MA AUG2 5 2021 SEPTEMBER 24, 2020 SCALE: 1 "=20' HEALTH DEPT. I RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 p�z amz� WEST YARMOUTH, MA 02673 DATE(508) 775-9700 ©2020 BY R.J. CADILLAC PAGE 1 OF 1