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HomeMy WebLinkAbout72 Keel Cape Drive Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE, m 6L0 61.2 M N/F BYRNE z Ei 2 61.3 ci BZ O. OPTION 2 IrO, " OPTION 1 Imo/ \ N 1200 , 61.33 I'll MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: <^ �` HOLE PRIOR TO PLACING SAND No 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248., � � \` NOTES JOB No. Y -10-o IN BERM=60.99 ASSIGNED TO MEET TITLE 5 AND LOCAL REGULATIONS. Irwin.dwg -E- 1. LOCUS IS A.M. 101, PARCEL 62. -G- 2. ELEVATIONS SHOWN ARE ASSIGNED. 611 N/F KANE X0.0 3. LOCUS IS IN FLOOD ZONE C AND B ON FIRM DATED JULY 2, 1992. / 4. 5. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) MUNICIPAL WATER ' 6. IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. COMPONENTS TO BE AASHTO H-10, / 7. UNLESS NOTED. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". ERC RATE: <2'_ e CH 00 /Inch (Clayer)0 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 0 / Nfl ^'8 FENCE (IF SHOWN, NOT ALL SHOWN) 9• D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. DEPTH / BENCH MARK -TOP, BACK, CENTER SEPTIC TANK= 60.22 � �-61-5,, OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" s ASSIGNED 10. BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING �\ oa i13 62 STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE 11. ON TOP. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, N CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 061 �` uIS INSPECTION SCHEDULE 12• IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TO BE CLEAN � \� CALL R.J. CADLLAC OR HEALTH AGENT IL INSPECT 13. GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). PUMP AND FILL ANY LEACHPIT. REMOVE ANY CLOGGED SOIL B. EXISTING CESSPOOL/ � 60,07 61.16 . U' .� k N. Q1 <^ �` HOLE PRIOR TO PLACING SAND No AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT, cK, 14. ALL CONSTRUCTION � � \` O TH 1 TEST HOLE LOCATION, NUMBER IN BERM=60.99 ASSIGNED TO MEET TITLE 5 AND LOCAL REGULATIONS. \` -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) [2(13'+ 33.5) X 2' DEEP)] -G- \ rya �" -C 460 GPD . 9.5 x$,7 NO GRADE CHANGES TEST HOLE DATE: Aril 21, 2010 p PERFORMED BY: Ron \ ��C��'�-C-C-G 00'9 N F ARE PROPOSED Cadillac, Soil Evaluator BY: Amy Von Hone, IRS, 61.9 \ ryp h C� / T H 1 CAMPBELL BEL ERC RATE: <2'_ e CH 00 /Inch (Clayer)0 EE�� E -E -E -E -E .. 76.. � `VM - � ��\' FENCE (IF SHOWN, NOT ALL SHOWN) SURVEY 1993: Carver coarse sand GEOLOGIC OLOGIC , ^i � �-61-5,, MAP(1986): Harwich outwash plain deposits 62 61.7 9iS a 0 61.1.- / 61.2 :'� b goFo ROU 7�2 -�- F 61,7 pRc =•::, �2 61.9 �647� 60.7 --6H4---X61,64 62.0 ^ PAVED DRIVE C, N61_ 74 s �-\61.57 `\ \ LOT 22 leoo<� 78 614 \`\ \h 21, 480±S. F h 6128 ' 61. 61,35. ` M \ , 1 �'`'� \ \ 61.2 0 \ ` i L 61,6h 61.17 y 61.14 �c.r� BDRM I BDRM I > I KITCH 2 BDRM BATH BDRM LVRM DINRM GARAGE BATH EXISTING FLOOR PLAN NOT TO SCALE 61,4 PAVED / PARKING 7 61.1 TH 2 015 :�3 2' • 61,9 61.17 , 61.4 l If I N""•42' / 60.92 r 60. 1 ;2ys 0. W 2P 1 60,81 r 61.6 ��60.71 60.; 60.72 x 60.5 60.7 61.4 60.69 60.5 .7t Top Found. Existing 1000 Gal. Septic Tank 6" Stone or Use Gas Baffle 3 DRY WELLS Existing invert 58.45 Proposed Top Conc =59.2 Top Peastone S=1/4"/ft S=1/81p/ft min. I vert 58.62 Invert 58-40 'roposed proposed 7'2' I I -16'-a Bottom DESIGN DATA CD BEDROOMS: LEGEND GARBAGE GRINDER: No REQUIRED CAPACITY: BENCH MARK --MAG- NAIL SET O TH 1 TEST HOLE LOCATION, NUMBER IN BERM=60.99 ASSIGNED -W- WATER LINE MARKINGS (ON RANGE UNE xm1 GARAGE HOUSE NO. -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) [2(13'+ 33.5) X 2' DEEP)] -G- GAS LINE MARKINGS 460 GPD . 9.5 x$,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR -$--- PROPOSED CONTOUR QI UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) OTREE (IF SHOWN, NOT ALL SHOWN) 60.72 x 60.5 60.7 61.4 60.69 60.5 .7t Top Found. Existing 1000 Gal. Septic Tank 6" Stone or Use Gas Baffle 3 DRY WELLS Existing invert 58.45 Proposed Top Conc =59.2 Top Peastone S=1/4"/ft S=1/81p/ft min. I vert 58.62 Invert 58-40 'roposed proposed 7'2' I I -16'-a Bottom DESIGN DATA CD BEDROOMS: 4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD SEPTIC TANK: 1000 GAL. BOTTOM LEACHING AREA: 435.5 SF [(33.5' X 13')] 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] N/F LEACHING OPTIONS MOORE I. 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. ® 0.60 LOADING 24" TEST HOLE 1 SE NW DEPTH (inches) ELEV.(feet) 0 60.9 A layer 10yr 3/2 sandy loam 12" 8 layer 10yr 5/8 sandy loam 36" 57.9 C layer 10yr 6/6 54-01 medium sand 126" A IL,6 Zvi- Y LEACH AREA USE 3 DRY WELLS WITH 4' OF STONE ALL AROUND TO MAKE A 33.5' BY 13' WIDE BY 2' DEEP LEACH AREA. ro 54.9 N NW wall TH A� 8� TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 60.8 A layer 10yr 3/2 sandy loam 10" B layer 10yr 5/8 sandy loam 36" 57.8 3j 50.4 137" 60.99 SITE PLAN THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR AN ORIGINAL REQ STAMP AND SIGNATURE. D ER C_ V HEALTH AGENT APPROVAL C layer 2.5y 6/6 meduim sand 49.4 (X JOANNE IRWIN LOT 22S 72 KEEL CAPE DRIVE, SOUTH YARMOUTH, MA MAY 4, 2010 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ILE CC P.O. BOX 258 WEST YARMOUTH, MA 02673 ,DATE ©2010 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1