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Home My WebLink AboutDecision 3562 - Site PlanN C14 .4 •9.7� /� 9 ` `� / Goncbound 9.5 set A& 25 F- O N x 9.4 .9 9.2 X91 \ 9.3 LOT TOTAL AREA M N: P Q TEST HOLE LOCATION, NUMBER -W- NOTES -P W- G TO MEET TITLE 5 AND LOCAL REGULATIONS, EXISTING & PROPOSED ELEVATIONS ('X' MARK'S POINT) 0 1. LOCUS IS A.M. 26, PARCEL 3. PROPOSED CONTOUR toN/F UTILITY POLE (IF SHOWN) 2, ELEVATIONS SHOWN ARE NGVD29 BASED UPON RMI28. 10" 16" - x - FENCE (IF SHOWN, NOT ALL SHOWN) 3. LOCUS IS IIN FLOOD ZONE A9(EL 10) ON FIRM DATED JULY 2, 1992. NOTED) Gto�e HIGHPOINT IN ROAD=9.9 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. LOCUS IS 1N AN R-25 ZONING DISTRICT, 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. AND APPEARS SUBJECT TO CONSTRUCTION 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". FOR EQUAL FLOW utir YARDS OF: 8. IF TWO OR MORE LINES, WATER TEST D -BOX D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. % 'S FRONT YARD 30' � DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 15' . COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE. NOT TO SCALE stake set SIDE YARD BUILD U REAR YARD 20' ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCA 9.4 ACTUAL ZONING DETERMINATIONS MUST TION 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. BE MADE N TOWN ZONING IONSOFFIL. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J, CADILLAC. ER LEACHING TEST HOLE 1 stake set 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UND 9.4 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15,255(3). 1 04 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN y LEACH AREA AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) :• 9.0 7 N //r stake set, HOWIE /// NOTE: EXISITNG HOUSE & GARAGE, SHOWN LIGHTLY SHADED, ARE TO BE RE- MOVED OR DEMOLISHED. , 0 9. x 9.3 N� 14.3 PERC RATE: <2'-00"/inch (C layer) LOP ua �. Canbound RICH Proposed Top Found. SOIL SURVEY(1993): Carver coarse sand 0. / 9.2 Invert 10.57 38" p S /found GEOLOGIC MAP(1986): Harwich outwash plain deposits r F Invert � x 9 6 Proposed Use GassBaffle 2 DRY WELLS 64'� 9. 1 . 4 Invert 9.70 Proposed min. cover 10.0 S=3/8"/ftS=1/8"/ft min. TOP PEA STONE 92" stake set I Invert 10.27 2000 Gal. _ _ 128 9.2 9.4 BENCH MARK --TOP' PK NAIL SET Proposed 24 - - - IN PAVEMENT = 8.27 NGVD29 I T ' (7" off edge pavement & in range of side of house no. 40) !Invert 9.87 Invert 9.50 7.5 �$ Use 6" Stone under Proposed Proposed 5'0 Bottom 9.3 I I I I" I 10' I EL. 2.5 NGVD29) stake set --10' 5 I _ 1F-26 ro 1.0' Adjustment Provided \ " 9. <Site is within 300' of Conc. bound DESIGN DATA N n2acket Sound found BEDROOMS: 4 GARBAGE GRINDER: No .9 / / REQUIRED CAPACITY: 440 GPD SEPTIC TANK: 2000 GAL. / ?BOTTOM LEACHING AREA: 423.4 SF 9 0� / " 2 7 / x 8.2 [(33' X 12.83')] 4 / �� / SIDE LEACHING AREA: 183.3 SF 9.2 i / / 8,2 [2(12.83'+ 33') X 2' DEEP)] NN. Nye / / DESIGN CAPACITY: 448 GPD N° 1 / �1 [(423.4 SF + 183.3 SF) X .74 GPD/SF] 9.2 66// 9. 5 x 9.2 /% = 7 7 9. PROPOSED BUILDING COVERAGE HOUSE (SHADED) 1824 S.F. " 8,5!7'7 01 �// DECKS & PORCH 309 S.F. CHIMNEY & STEPS 47 S.F. Conc. boundset-'7.6. 7.6 // TOTAL 2180 S.F. 11 1' %TOTAL LOT AREA= 12.8% -' 7.6 TH 1 Q TEST HOLE LOCATION, NUMBER -W- x 9.4 -P W- 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS, EXISTING & PROPOSED ELEVATIONS ('X' MARK'S POINT) 0 17r1' 100±.� 9 3 _8- PROPOSED CONTOUR toN/F UTILITY POLE (IF SHOWN) TEST HOLE DATE: July 28, 1999 PERFORMED BY: Ron Cadillac, WITNESSED BY: Kelda Welsh, Soil Evaluator I'nspector 10" 16" :• 9.0 7 N //r stake set, HOWIE /// NOTE: EXISITNG HOUSE & GARAGE, SHOWN LIGHTLY SHADED, ARE TO BE RE- MOVED OR DEMOLISHED. , 0 9. x 9.3 N� 14.3 PERC RATE: <2'-00"/inch (C layer) LOP ua �. Canbound RICH Proposed Top Found. SOIL SURVEY(1993): Carver coarse sand 0. / 9.2 Invert 10.57 38" p S /found GEOLOGIC MAP(1986): Harwich outwash plain deposits r F Invert � x 9 6 Proposed Use GassBaffle 2 DRY WELLS 64'� 9. 1 . 4 Invert 9.70 Proposed min. cover 10.0 S=3/8"/ftS=1/8"/ft min. TOP PEA STONE 92" stake set I Invert 10.27 2000 Gal. _ _ 128 9.2 9.4 BENCH MARK --TOP' PK NAIL SET Proposed 24 - - - IN PAVEMENT = 8.27 NGVD29 I T ' (7" off edge pavement & in range of side of house no. 40) !Invert 9.87 Invert 9.50 7.5 �$ Use 6" Stone under Proposed Proposed 5'0 Bottom 9.3 I I I I" I 10' I EL. 2.5 NGVD29) stake set --10' 5 I _ 1F-26 ro 1.0' Adjustment Provided \ " 9. <Site is within 300' of Conc. bound DESIGN DATA N n2acket Sound found BEDROOMS: 4 GARBAGE GRINDER: No .9 / / REQUIRED CAPACITY: 440 GPD SEPTIC TANK: 2000 GAL. / ?BOTTOM LEACHING AREA: 423.4 SF 9 0� / " 2 7 / x 8.2 [(33' X 12.83')] 4 / �� / SIDE LEACHING AREA: 183.3 SF 9.2 i / / 8,2 [2(12.83'+ 33') X 2' DEEP)] NN. Nye / / DESIGN CAPACITY: 448 GPD N° 1 / �1 [(423.4 SF + 183.3 SF) X .74 GPD/SF] 9.2 66// 9. 5 x 9.2 /% = 7 7 9. PROPOSED BUILDING COVERAGE HOUSE (SHADED) 1824 S.F. " 8,5!7'7 01 �// DECKS & PORCH 309 S.F. CHIMNEY & STEPS 47 S.F. Conc. boundset-'7.6. 7.6 // TOTAL 2180 S.F. 11 1' %TOTAL LOT AREA= 12.8% -' 7.6 TH 1 Q TEST HOLE LOCATION, NUMBER -W- EXISTING WATER LINE MARKINGS -P W- PROPOSED WATER SERVICE . 9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARK'S POINT) /-6--- EXISTING CONTOUR _8- PROPOSED CONTOUR rp UTILITY POLE (IF SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) ❑ EXISTING DRAINAGE CATCHBASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. (F) /'B/qq ;HEALTH AGENT APPROVAL DATE a OBSERVED WATER=1.5 (I LEACH AREA USE 2 SHOREY DRY WELLS, OR EQUAL, SET 8' APART WITH V OF STONE ALL AROUND FOR A 33' BY 12'-10" BY 2' DEEP LEACH AREA, REMOVAL DO 5' ALL .AROUND REMOVAL DOWN 38"t TO MEDIUM SAND. SITE PLAN FOR ELEV.(feet) I 9.15 Fill E layer 10yr 7/1 loamy sand B layer 10yr 4/4 loamy sand C layer 2.5y 5/6 medium sand observed water ELZEAR & PATRICIA ROY LOTS 19 & 209 36 SHORE SIDE DRIVE SOUTH YARMOUTH, MA AUGUST 18, 1999 SCALE: 1 "=20' 6.0 RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 1999 BY R.J. CADILLAC