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Engineered Plan - 2016
DI TCN _ - C.B. I - Edge Wetlandrper B. Hall SET LOT 1 A 44,020fS.F. UPLAND 12.060fS.F WETLAND 56, 080f S. F. LARGE TREE 7`S6 S�67 N /F BELESS x 27.0 0 0 BENCH MARK --TOP WOOD STAKE SET FLUSH= 29.10 ASSIGNED (29'-10- OFF HOUSE CORNER & V OF PROP. LEACH) EXISTING OUT BUILDINGS DIG SAFE --UTILITY LOCATIONS SHOWN INCOMPLETE. x 26. LOT 1 B NO GRADE CHANGES ARE PROPOSED N /F ARDEN x 28,4 ' �- x 27.4 TH 1 x 29.0 291, x 2 8.8 (n O 2� JOB NO. Y16-25 NOTES Arden.dwg 1. LOCUS IS A.M. 132, PARCEL 74. FB31 /29 SB14/18 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. HOUSE & SEPTIC ARE 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 --2 ON TANK, 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 T TO ALE LOCATION MAP 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, 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 20. ...29.4 26.88 a 9.9 ::• 9.8 0 2 0 ,,N 0.0 < 8 8 ST 29.27 - -- 3\7�•• oNE P�T/O \G x 29.2 C.B. 0.030.1'� 0 � \ � < � c8.9 SET . 00 ..:::..::1.-W I m I 28.91 x 2 29,2 E _ 29.6 x 29.6 :�.. N % ys US0 --k 29.6 - - 28.33 o: 4 I - x 29.9 :•:..::..::.::•... 7 ::: \ \29.22 n 29.48 `y08 PORCH o0 o• � x 29.3 x 9. Pi'`� �g 5 \ 29.41 30.0 29,6 �30,Q��/ </ <) 29.8`` �`. x 3 .0 4 l ?09.98 25.5 Invert 26.67 6" Stone or compact Proposed Invert 2 9 6 Bottom P P Proposed � i ' DESIGN DATA `° BEDROOMS: 3 LEACH AREA --GARBAGE-GRINDER: - --No -- USI= T2 ADSHAMBERS REQUIRED CAPACITY- 330 GPD IN TWO TRENCHES 30' X 34.5" X EXISTING SEPTIC TANK: 1000 GAL. 10.75" DEEP, AS SHOWN. EFFECTIVE LEACHING AREA: 467.4 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT EXISTING 12 UNITS X 24 SF/UNIT=467.4 SF(EFFECTIVE) DESIGN CAPACITY: 345.9 GPD FLOOR PLAN [(467.4 SF) X .74 GPD/SF] / 3 .0 730.05 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN opir.INAI Pr7n CTANAP Anln CI(,I\IATIIRI o LEGEND • TH 1 TEST HOLE LOCATION, NUMBER WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,--6--- EXISTING CONTOUR PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) REV. 1,1/30/16 --MOVE LEACH FOR TREE HEALTH AGENT APPROVAL DATE Yarmouth Health Department �Pp VED ame Date SITE PLAN FOR KITCH. A layer 10yr 4/4 sandy loam 8" B layer 10yr 6/8 loamy sand 4" v a C layer 10yr 6/6 medium sand " no water 27.9 25.9 15.9 2ND FLOOR LOFT NOTE: A LOFT AREA ACCESSED BY LADDER EXISTS M.BDRM ABOVE 2ND FLOOR DEN BEDROOMS --LACKS PRIVACY. LVRM 1 ST FLOOR STEPHEN P. 8c CHRISTINE E. ARDEN LOT 1A, 61 WINTER STREET, YARMOUTHPORT, MA NOVEMBER 29, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 TEST HOLE DATE: PERFORMED BY: September 21, 2016 .Ron Cadillac, Soil Evaluator BENCH MARK -TOP, BACK, CENTER SEPTIC TANK= 28.78 ASSIGNED WITNESSED BY: Amy Von Hone, RS, CHO 1 PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Eastchop loamy fine sand Invert 28.40 GEOLOGIC MAP(1986): Cape Cod Bay lake deposits 2 Edge Bulkhead L Invert 27.41 12 ADS ARC 36HC 75" CHAMBERS rExist.® Existing Use Gas Baffle Invert 26.50 Top Units=26.8 11" cover "/ftL---- __Filter Proposed Cloth -'-- Existing I S=1 /�"/ft S=1/8"/ft 3" Max. Inspection Port Invert 27.84 i 1000 Gal. I I Septic Tank mi//�\ r Existing __________ 10 75" 14S 20. ...29.4 26.88 a 9.9 ::• 9.8 0 2 0 ,,N 0.0 < 8 8 ST 29.27 - -- 3\7�•• oNE P�T/O \G x 29.2 C.B. 0.030.1'� 0 � \ � < � c8.9 SET . 00 ..:::..::1.-W I m I 28.91 x 2 29,2 E _ 29.6 x 29.6 :�.. N % ys US0 --k 29.6 - - 28.33 o: 4 I - x 29.9 :•:..::..::.::•... 7 ::: \ \29.22 n 29.48 `y08 PORCH o0 o• � x 29.3 x 9. Pi'`� �g 5 \ 29.41 30.0 29,6 �30,Q��/ </ <) 29.8`` �`. x 3 .0 4 l ?09.98 25.5 Invert 26.67 6" Stone or compact Proposed Invert 2 9 6 Bottom P P Proposed � i ' DESIGN DATA `° BEDROOMS: 3 LEACH AREA --GARBAGE-GRINDER: - --No -- USI= T2 ADSHAMBERS REQUIRED CAPACITY- 330 GPD IN TWO TRENCHES 30' X 34.5" X EXISTING SEPTIC TANK: 1000 GAL. 10.75" DEEP, AS SHOWN. EFFECTIVE LEACHING AREA: 467.4 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT EXISTING 12 UNITS X 24 SF/UNIT=467.4 SF(EFFECTIVE) DESIGN CAPACITY: 345.9 GPD FLOOR PLAN [(467.4 SF) X .74 GPD/SF] / 3 .0 730.05 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN opir.INAI Pr7n CTANAP Anln CI(,I\IATIIRI o LEGEND • TH 1 TEST HOLE LOCATION, NUMBER WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,--6--- EXISTING CONTOUR PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) REV. 1,1/30/16 --MOVE LEACH FOR TREE HEALTH AGENT APPROVAL DATE Yarmouth Health Department �Pp VED ame Date SITE PLAN FOR KITCH. A layer 10yr 4/4 sandy loam 8" B layer 10yr 6/8 loamy sand 4" v a C layer 10yr 6/6 medium sand " no water 27.9 25.9 15.9 2ND FLOOR LOFT NOTE: A LOFT AREA ACCESSED BY LADDER EXISTS M.BDRM ABOVE 2ND FLOOR DEN BEDROOMS --LACKS PRIVACY. LVRM 1 ST FLOOR STEPHEN P. 8c CHRISTINE E. ARDEN LOT 1A, 61 WINTER STREET, YARMOUTHPORT, MA NOVEMBER 29, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1