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Home My WebLink About27 Ebb Road Site Plan0.5 ma. x 2.4 3. "n 0.4 0 Z Un 'd ✓ 0 10 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). 2. VARY SEPTIC TANK TO HOUSE BY 3' (7' PROVIDED). 310 CMR 15.211 (1). 3. VARY 35'1 FROM LEACHING TO WETLAND. (65'1 PROVIDED). LOCAL REGULATION. 4. NO RESERVE AREA COULD BE PROVIDED. 310CMR 15.248. * LEACH OFFSET=9.9" TO CORNERBOARD, WHICH IS OVER ' 5 10' TO INSIDE OF CRAWL SPACE WALL. 19 9 **AREA TAKEN FROM RECORD PLAN. 2.9 1 N/F 20.7 HICKEY I " �� { SSO•REPLUMB SIDE SEWER BENCH MARK --TOP N.E. CORNER ' I J 6 >S `s3Oj / '"•24.7 TO FRONT PAVEMENT=23.70 NGVD29 ±0.05' •:L.•• .lit 3 1• .0 LOT 271 ( x 22.5 00 F'Z4.2..:;•: \ I 17,250±S.F.** �l J srs (( (i24. 2115 \ •fa,, 19.0 �, S� oe GAO 1{r.^ �oov 0.5 <'' 9 24, BENCH MARK --TAG BOLT ON HYDRANT=26.00 NGVD29 ±0.05' v' 24.8 I 24 7 CESSPOOL RE - 24.7 HERE 24.5 I (/ 29 ro AREA S I Z ,lcn 4 1: i t` / /Y c 0.6 23.4 BUILDING (SHADED) 1230±S.F: 1 9 7 2 r 2 DECK & STEPS 440±S.F.Td` F / •� ` a 1 TOTAL AREA = 1670±S.F, n � , 2 �+ a � 22.5� 23.3 22.9 20.6 -t O 22 0.5 N ` N '\N . 20.5 <11 7 \ \ 1 °� --- 20 191 End Cost Iron Invert 21.95 a C layer 10yr 5/8 / Use Gas Baffle Invert 21.60 2 DRY WELLS coarse sand 5 / Proposed 24.� S=1 /4/ft. 21.9 6 S=1/4/ft. TOP PEA STONE l] • 24.3 { 1500 Gal. S=varies { Innvert 22.2 _ -� 24" St 8 1 { Proposed - - - 2R I I Invert 21.77 Invert 21.40 19.4 23'9 I { Use 6" Sone under Proposed 5.8' .7 1 { { Proposed i Bottom - 9_ 2' 5' 1 rI m I 17' I Bottom TH 1=13.6 �\�\\ DESIGN DATA `° \ BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: - - No USE 2 DRY '+ELLS SET $' APART REQUIRED CAPACITY: 440 GPD WITH 4' OF STONE ALL AROUND SEPTIC TANK: 1500 GAL. FOR A 33' BY 12'-10" BY 2' DEEP BOTTOM LEACHING AREA: 423.4 SF LEACH AREA. [(33' X 12.83')] SIDE LEACHING AREA: 183.3 SF S! REMOVAL [2(12.83'+ 33') X 2' DEEP)] DO 5' ALL AROUND AND UNDER RE- N/F DESIGN CAPACITY: 448 GPD MOVAL DOWN 5'± TO COARSE SAND. nLLEY [(423.4 SF + 183.3 SF) X .74 GPD/SF] CONSTRUCTION NOTES: O,N G%NOJ�� 9 \ �\ \ \\ 18 ZONING DISTRICT 1S R-40. PROPOSEDNWI HIND HEDSOEXTNGS REQUIRED CONSTRUCTION x \ �-fFOOTPRINT. SEE BUILDING PLANS. �`�a0• 2�0 YARDS APPEAR TO BE: \ FRONT YARD ` 30' 2. IT IS PROPOSED TO MOVE WATER o� �3.1 \ .8 SIDE YARD 20' SERVICE, AS SHOWN. 16 REAR YARD 20'3. PLUMBER NEEDS TO REPLUMB SIDE �� \ 15 5 ACOTUAl ZONING DETERMIN- SEWER INTO FRONT SEWER LINE. 3 \R2• OFFSET DETAIL 1 "=20' V� �\ ATIONS MUST BE MADE BY TOWN ZONING OFFICAL. 6 16.4 a \ 1 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. lfl10 \ SITE PLAN FOR �i 131" 1 no water 1 13.6 '^C/�'^�'' 15' ,tNaF LOT 27, 27 EBB ROAD, YARMOUTH, MA LEGEND .0\ o=�P RONALD SONALDr:_ gOSG \ , ` JAMES N DECEMBER 15, 1999 SCALE: 1 20> TH 1 TEST HOLE LOCATION, NUMBER 5 �E•8 \1 o CA A CA -W- EXISTING WATER LINE MARKINGS \ #3 7 y v # -P W- PROPOSED WATER SERVICE \ 3.1 -0E- OVERHEAD ELECTRIC WIRES (IF SHOWN) . 9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _$ PROPOSED CONTOUR UTILITY POLE (IF SHOWN) OO EXISTING SEPTIC COVER ❑ EXISTING DRAINAGE CATCHBASIN IzdISlgl� HEALTH AGENT APPROVAL DATE 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 NOTES �o 1. LOCUS IS A.M. 137, PARCEL 29. y�pi 2. ELEVATIONS SHOWN ARE NGVD29 ± 0.05' BASED UPON DOWN CAPE ENGINEERING PLAN DATED 3/6/98 FOR P. & A. HICKEY. 3. LOCUS IS IN FLOOD ZONES A4(EL.5) & C ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WITHIN ARE ON TOWN WATER. ATORIS 6. COMPONENTS BE AASHTOBH-10,OTS UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Follins� 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Pond NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. TEST. HOLE 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING. CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE WEPTH (inches) ELEV.(feet) LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 24.5 TEST HOLE DATE: August 17, 1999 NO GRADE CHANGES PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator Fiu 36" 25.60± WITNESSED BY: Kelda Welsh, Inspector B foyer 10yr 4/6 TOP BLOCK PERC RATE: <2'-00"/inch (C layer) sondy loam SOIL SURVEY(1993): Carver coarse sand 57" 19.75 Invert 2230 GEOLOGIC MAP(1986): Harwich outwash plain deposits o End Cost Iron Invert 21.95 a C layer 10yr 5/8 / Use Gas Baffle Invert 21.60 2 DRY WELLS coarse sand 5 / Proposed 24.� S=1 /4/ft. 21.9 6 S=1/4/ft. TOP PEA STONE l] • 24.3 { 1500 Gal. S=varies { Innvert 22.2 _ -� 24" St 8 1 { Proposed - - - 2R I I Invert 21.77 Invert 21.40 19.4 23'9 I { Use 6" Sone under Proposed 5.8' .7 1 { { Proposed i Bottom - 9_ 2' 5' 1 rI m I 17' I Bottom TH 1=13.6 �\�\\ DESIGN DATA `° \ BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: - - No USE 2 DRY '+ELLS SET $' APART REQUIRED CAPACITY: 440 GPD WITH 4' OF STONE ALL AROUND SEPTIC TANK: 1500 GAL. FOR A 33' BY 12'-10" BY 2' DEEP BOTTOM LEACHING AREA: 423.4 SF LEACH AREA. [(33' X 12.83')] SIDE LEACHING AREA: 183.3 SF S! REMOVAL [2(12.83'+ 33') X 2' DEEP)] DO 5' ALL AROUND AND UNDER RE- N/F DESIGN CAPACITY: 448 GPD MOVAL DOWN 5'± TO COARSE SAND. nLLEY [(423.4 SF + 183.3 SF) X .74 GPD/SF] CONSTRUCTION NOTES: O,N G%NOJ�� 9 \ �\ \ \\ 18 ZONING DISTRICT 1S R-40. PROPOSEDNWI HIND HEDSOEXTNGS REQUIRED CONSTRUCTION x \ �-fFOOTPRINT. SEE BUILDING PLANS. �`�a0• 2�0 YARDS APPEAR TO BE: \ FRONT YARD ` 30' 2. IT IS PROPOSED TO MOVE WATER o� �3.1 \ .8 SIDE YARD 20' SERVICE, AS SHOWN. 16 REAR YARD 20'3. PLUMBER NEEDS TO REPLUMB SIDE �� \ 15 5 ACOTUAl ZONING DETERMIN- SEWER INTO FRONT SEWER LINE. 3 \R2• OFFSET DETAIL 1 "=20' V� �\ ATIONS MUST BE MADE BY TOWN ZONING OFFICAL. 6 16.4 a \ 1 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. lfl10 \ SITE PLAN FOR �i 131" 1 no water 1 13.6 '^C/�'^�'' 15' ,tNaF LOT 27, 27 EBB ROAD, YARMOUTH, MA LEGEND .0\ o=�P RONALD SONALDr:_ gOSG \ , ` JAMES N DECEMBER 15, 1999 SCALE: 1 20> TH 1 TEST HOLE LOCATION, NUMBER 5 �E•8 \1 o CA A CA -W- EXISTING WATER LINE MARKINGS \ #3 7 y v # -P W- PROPOSED WATER SERVICE \ 3.1 -0E- OVERHEAD ELECTRIC WIRES (IF SHOWN) . 9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _$ PROPOSED CONTOUR UTILITY POLE (IF SHOWN) OO EXISTING SEPTIC COVER ❑ EXISTING DRAINAGE CATCHBASIN IzdISlgl� HEALTH AGENT APPROVAL DATE 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