Loading...
HomeMy WebLinkAboutEngineered Plan - 19961. LOCIGS IS A.M. 31, PARCEL D14. 1.0 psi ,� 2. ELEVATIONS SHOWN ARE ASSIGNED, V OCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. %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. �� �`I/' 6. COMPONENTS-10_BE'AA-SRTO-Ffi=--1-0-UNLESS-NOTED._�� Q QQQ� k N/F JOHN PAVAO $: ;FLT�a oR�v1DRF.L{{yETS-WATER-TE OUD-ROXTLET EEFOR O QUAL FLOW Q 2.6 •7 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. �/F k 9. PROVIDE SCREENED VENT PIPE FOR LEACH AREA, AS SHOWN. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. 9 / ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. I LEA {�� sfi 0, 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. OV L 1 Y 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. ALL FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED, �a7 No LOCUS o o �° 0 330 GPD C 0 TANK: /o RTE 28 NOT TO SCALE LOCATION MAP �Q ry 8 1S TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). TEST HOLE 'I 13. PUMP AND FILL ANY EXISTING CESSPOOLS. LOT 1 4 �- 10 / 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) 11.4 TEST HOLE DATE: March 19, 1996 0 TIE INTO EXISTING SEWER PERFORMED BY: Ron Cadillac, Soil Evaluator LIb E IF USABLE. OTHERWISE 20.551 WITNESSED BY: Peter L. Bryonton, Inspector 6„ / x 10.8 / �- PERC RATE; < 2'/inch / x 11.0 12 RUN NEW UNE FROM OUT- TOP FOUND. SOIL SURVEY(1993): Carver coarse sand 700, f- / SIDE FOUNDATION TO TANK,/ NK. GEOLOGIC MAP(1986): Barnstable plain deposits 1 ' --- -- "'' / Invert 16.30* „ / x ` vs / Existin Invert 15.45 INSTALL 23 � � � - N /E CAROL Sf N GLER 9 VENT �6 8 \ Use Gas Baffle Invert 14.00 6 X14.5 lk \14 --- Proposed PIPE72, 4.8� X 14.5 i x 12.9 x1 4 22, x 15.0 0- 1 x 15. 17.5/ l r? x 15.6 16. 16 16.5 -10 ©+ NG NOVSE x 18.0 �$ x 16.9 oP BM --TOP OF WOOD STAKE SET X 17.8 'SQ x fo 18.4 FLUSH TO GROUND=13.59 = =- 18.2 \ -- -- 8.5 TH 2 =_ _----- 18:8 • N x 18.3 o. - ----- - _ \19.2 ` x 18.5 \ \ VENT �'' x 18.6 G x 6 18. 5 x � --- 18.8 � \ \ c�1 �, ,� 11.0 -- 19.5 19.4 '�, � 1 10 x 1Q.4 N/F MARTIN TANGUAY x 19. \ \ >_=60.0 9 R=82.36' BM --TOP OF PK NAIL SET x 19.8 04r \ \ ) 9. 19.3 1, 19.5 x 18 IN PAVEMENT=19.76 ASSIGNED 18,9 -x-15 -' --x 18.5 619. 6 EXISTING PARKING J19.7 i -x-1.8 --- 18.5 -119.9 a X19.6 `V LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS G GAS LINE MARKINGS (IF SHOWN) -OE OVERHEAD ELECTRIC WIRES (IF SHOWN) - 9.5 x 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) g---- EXISTING CONTOUR --8--- PROPOSED CONTOUR ro_� UTILITY POLE (IF SHOWN) U OVERHEAD UTILITIES (IF SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) 0 EXISTING SEPTIC COVER 15-5/8„/ft. � 1500 GSI. I ----- 2.0' Invert 15 70 129" A layer 10yr 4/4 sandy loam B layer 10yr 5/8 sandy loam C layer 2.5y,6/4 med. sand & gravel 19.0 17.1 825 I Proposed Invert 14.17 Invert 13.96 Use 6" Stone under Proposed Proposed I I I 12, I 5.1' I----12 --------1 r-- 64 �I I i 3.2 DESIGN DATA NO WATER TEST HOLE 2 BOTTOM TH 2=6.8 BEDROOMS: 3 ELEVATION MILL POND= 1.0 DEPTH (inches) ELEV.(feet) GARBAGE GRINDER: No 0 REQUIRED CAPACITY: 330 GPD LEACH AREA 13" TANK: 1500 ----SEPTIC _ BOTTOM LEACHING AREA: _GAL. 343.2 SF USE _ 3 CULTEC RECHARGER 330'S [12.3' X 27.9')] WITH 4' OF STONE ALL AROUND SIDE LEACHING AREA: 160.8 SF FOR A 12'-4" X 27'-11" X 24" 36" [2(12.3'+ 27.9') x 2.0' DEEP)] DEEP LEACHING AREA. DESIGN CAPACITY: 372 GPD [(343.2 SF + 160.8 SF) X .74 GPD/SF] 90" MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1, VARY DISTANCE TO LOT LINE BY 5' (5' PROVIDED) TO STAY CLEAR OF GAS LINE. 310CMR 15.211 (1). 2. INSTALL LEACHING DEEPER THAN 3' BELOW GRADE TO OBTAIN GRAVITY FEED. 310CMR 15.221 (7). 3. NO RESERVE AREA SHOWN. 310CMR 15.248 4. VARY TANK COVER BY 3" (6" PROVIDED) 310CMR 15.228 (1). THIS PLAN IS A VAL ID COPY ON L Y IF IT BEARS AN ORIGINAL -RF -D STAMP AND SIGN, AlURE. OF&,,q / AD JES N ' JAMES CADILLAC; o CADILLAC .a# 35779 v 9 # 1060 a �NpSU '9A// TAR\' HEAL'Bi AGENT APPROVAL DA J - , 132" A layer 10yr 3/2 sandy loam B layer -10yr- 5/8 sandy loam C1 layer 10yr 6/4 med. sand & gravel C2 layer 2.5y 6/3 med. sand no water APR 2 3 1996 HEALTH DEPT. 17.8 14.8 6.8 SITE PLAN FOR�I 7 A FRASER I ati POND ROAD, W. YARMOUTH, MA 1996 SCALE: 1"=20' C'_0t P axk( (- c-eL _D J. CADILLAC, PLS, RS ID SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775--9700 PAGE 1 OF 1