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HomeMy WebLinkAbout72 Keel Cape Drive Site Plan 2ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. • 610 M 1.2 N N/F BYRNE O. OPTION 22 ' b� NI O, \ 1L OPTION 1' 4 61.3? , .- MAXIh"UM FEASIBLE COMPLIANCE APPROVALS REQU>ESIED�_ NOTES Irwin.dwg 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 1. LOCUS IS A.M. 101, PARCEL 62. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C AND B ON FIRM DATED JULY 2, 1992. 61,1 N/F KANE J,0 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. \Q 0. BENCH MARK -TOP, BACK, CENTER COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING / SEPTIC TANK= 60.22 ASSIGNED 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, a• CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. INSPECTION SCHEDULE 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING a IIh IS TO BE CLEAN 'GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). CALL R.J. CADILLAC OR 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, >1. `` ', HEALTH AGENT TO INSPECT AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ` <^ HOLE PRIOR TO PLACING SAND 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. ` 010 \ 6007 61.16 \ % .�\ �� NO GRADE CHANGES TEST HOLE DATE: PERFORMED BY: April 21, 2 Ron Cadillac, Soil Evaluator \ 4. 0, \ REQUIRED CAPACITY: ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO <2'-00"/inch (C layer) �� ��3"`\� -' %- 60.? N/F [(33.5' X 13')] PERC RATE: SIDE LEACHING AREA: \ r,------ _-. ' ~ _,r •• h i � TH 1 CAMPBELL MARK --MAG. NAIL SET SOIL SURVEY(1993): GEOLOGIC MAP(1986): Carver coarse sand Harwich outwash plain deposits \ 61.9 i N� y -�V \ PARKING n -E- :.. E-E--E--E c :yy 75:...:...1%� ,.. ;' %_ ^ i S X278.40, 7 Top Found. Invert 58.94 3 DRY WELLS E -E\\E ..^�. 61.7 y K" -' `` ni 488 , f C foyer 2.5y 6/6 Use Gas Baffle Invert 58.45 Existing �- Top Conc.=59.2 . '62.(1740 ....:..6`• � Q3'":.-... 62.6? I /g pROp � N TH 2 Ir .5 r61.c:'wi L' 61.4 i 8O a F q0 N 6-.rsT`.,.:.:._s9, p\ OR 1 \ ^6L53 \ �\ A- m BDRM BDRM > KITCH z 60.71 5..., BDRM BATH DINRM GARAGE 4 BDRM LVRM No REQUIRED CAPACITY: 4 e \\�� • 60.99 1000 GAL. PAVED 435.5 SF [(33.5' X 13')] NOT TO SCALE SIDE LEACHING AREA: Z�' LEGEND MARK --MAG. NAIL SET TH 1 PAVED DRIVE FBENCH IN BERM=60.99 ASSIGNED -W- PARKING n -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) _ ----,r.-____ 8,7 GAS LINE MARKINGS EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) -6 EXISTING CONTOUR C foyer 2.5y 6/6 LOT 227 PROPOSED CONTOUR meduim sand UTILITY POLE (IF SHOWN) e EXISTING DRAINAGE CATCH BASIN ' FENCE (IF SHOWN, NOT ALL SHOWN) 21e 480±S.F 0 � 61.4 \ �• • 51.E � 61.40 � � 61.28 ,J errs 1 1 ^a (61,n3 \�r O s9r' 61,2 0L6h 61-17 A50 94 4 lk L m BDRM BDRM > KITCH z 60.71 5..., BDRM BATH DINRM GARAGE 4 BDRM LVRM No REQUIRED CAPACITY: BATH • 60.99 1000 GAL. EXISTING FLOOR PLAN 435.5 SF [(33.5' X 13')] NOT TO SCALE SIDE LEACHING AREA: 186 SF LEGEND MARK --MAG. NAIL SET TH 1 TEST HOLE LOCATION, NUMBER FBENCH IN BERM=60.99 ASSIGNED -W- WATER LINE MARKINGS ANGE UNE WITH GARAGE HOUSE NO. 69) -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 57.8 ----,r.-____ 8,7 GAS LINE MARKINGS EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) -6 EXISTING CONTOUR C foyer 2.5y 6/6 PROPOSED CONTOUR meduim sand UTILITY POLE (IF SHOWN) e EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 5/21/10 --ADD PROPOSED DECK --- --}-I Existing S--1/4"/ft S=1/8"/ft I 1000 Gal. I min. 60 ' Septic Tank e.5 Invert 58.62 Invert 58.40 7.2' 6" Stone or compact Proposed Proposed I 4- 16' I I I - I Bottom N DAT' N/F MOORE DESIGN H TEST HOLE 2 BEDROOMS: 4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD SEPTIC TANK: 1000 GAL. BOTTOM LEACHING AREA: 435.5 SF [(33.5' X 13')] A layer 10yr 3/2 SIDE LEACHING AREA: 186 SF [2(13'+ 33.5') X 2' DEEP)] DESIGN CAPACITY: 460 GPD [(435.5 SF + 186 SF) X .74 GPD/SF] LEACHING OPTIONS 1. USE 6 HI -CAP INFILTRATORS WITH 4' OF STONE ALL AROUND TO MAKE A 45.5' X 11' X 10 1/4" LEACH AREA=441 GPD. 2. IF LOAMY SAND ENCOUNTERED USE 3 DRY WELLS SET 4' APART FOR A 41.5' X 13' X 2' DEEP LEACH AREA=454 GPD USING <5 MIN./IN. 0 0.60 LOADING THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. C HEALTH AGENT APPROVAL DATE 24" AUG 17 2010 HEALTH DEPT. LEACH AREA I IfiF z nay WITH 1' OF STONE ALL AROUND TO MAKE A 33.5' BY 13' WIDE BY 2' DEEP LEACH AREA. TEST HOLE I, TEST HOLE 2 SE NW DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet) 0 60.9 0 60.8 A layer 10yr 3/2 A layer 10yr 3/2 sandy loam sandy loam 12" 10" B layer 10yr 5/8 B layer 10yr 5/8 sandy loam sandy loam 36" 57.9 36" 57.8 C layer 10yr 6/6 medium sand 54" " C foyer 2.5y 6/6 72" 54.9 meduim sand No NN NW TH wall \ n� 0 126" no water 3 50.4 137" no water 49.4 SITE PLAN FOR DEREK & JOANNE IRWIN LOT 229 72 KEEL CAPE DRIVE, SOUTH YARMOUTH, MA MAY 41, 2010 SCALE: I"=201 RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2010 BY R.J. CADILLAC