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HomeMy WebLinkAboutEngineered Plan - 1998N/F 14. ALL CONSTRUCTION TO MEET TI LE 5 AND Lfl L E UL 0 0 TEST HOLE DATE: March 31, 1998 23" COFFEY PLUM ER TO RAISE SEWER PERFORMED BY: Ron Cadillac, Soil Evaluator PIPE TO EXIT WITH ITS 14.75± WITNESSED BY: Amy L. Von Hone, RS 28" CENT R 12 1 2 INCHES TOP FOUND. PERC RATE: <2'-00"/inch (C layer) 4.6 SOIL SURVEY(1993): Carver coarse sand DRAINAGE INFORMATION SHOWN BELOW TOP OF FOUNDATION. GEOLOGIC MAP(1986): Harwich outwash plain deposits 53" UNDERGROUND IS APPROXIMATE AND BASED UPON AS -BUILT CARD Invert 13.53 i FROM ENGINEERING DEPT., WHICH Proposed Invert 13.10 66"° N/F 11 5 ♦�� CALLS FOR NO OUTLET FOR PIPE. Use Gas Baffle Invert 12.71 3 RECHARGER 180'S 83" TOWN OF YARMOUTH � ` 1 ¢ 7 Proposed � S provide 6" cover 13.1 O i Q%I 3� J ♦l :, SBO BENCH MARK --TOP SW CORNER t� STOOP = 15.00 ASSIGNED TOP PEA STONE a x14.2♦ �T�4 Tse'' 1500 Gal. EDGE O x 13.t /"-�_->. ♦♦ ' y'pp• 13.9 Fill A layer 10yr 3/3 loamy sand B layer 10yr 5/6 loamy sand 9.5 C layer 2.5y 6/6 fine sand observed water 7.0 ----- 14" Ito 3.9 x WETLAND 11.( �0 13.5/ ♦ 'V 1 6 � ``� Invert 13.35 Proposed / �� pv'; ♦ '� .2 I p invert 12.88 Invert 12.67 1'1.50 X 8.6 13� ;j 4,0 �,Q'• ♦`` 4.6 13.9 Use 6" Stone under Proposed Proposed 4.1 Bottom 9 J / p .212.4 X 13.0 \ :::13.7 G ��� �� 4.0 A`J3.9 0.4' USGS Adjustment x 10. I/ ♦ using Mosh29-March9b k \� �O� `/°j �� x/17 FQ ♦3-DESIGN 13.8 Zone A a �� \�'F DATA 12.5 OBSERVED WATER=7.0 � _ .. �-_ - , � � / 14.4 8 5 GARBAGE GRI 3 � J BEDROOMS: L 12.0 TQ %/ X i 8 F ;: ;.;. 1 ~ �� 13. GRINDER: No LEACH AREA �2 �p �6' 15 :>:? :;a':.'.: ��( x� REQUIRED CAPACITY: 330 GPD USE CULTEC RECHARGER 180'S 12.4 O x G A:;:'_:;>.;:::.`. 9 13.2 ; '� 2� /� ��' (� O 3 SEPTIC TANK: 1500 GAL, E 3 E S8. �• 5 /k 13.2 BOTTOM LEACHING AREA: 325.4 SF WITH 4 OF STONE ON SIDES AND �T' �`a� /13.8 /'r 3 [11' X 21.67+ 11' X 2' + (6.83'+ 5')11'/2] ODD AMOUNTS ON ENDS, AS SHOWN. N/F SSt'• :`_ _`_ ` / \ SIDE LEACHING AREA: 98.6 (SEE LEACH DETAIL) PLATT `';::.; ,, [(18'+ 12.08'+ 2'+ 17.5'+ 13'+ 21. X '1.17' EEP)] +' DESIGN CAPACITY: 313 GPD' A 5 REMOVAL IS CALLED FOR ...oI( ) / ] DOWN 53"t TO FINE SAND. �: '` / 325.4 SF + 98.6 5F X .74 G SF 4.1 hj HOUSE X15,5 \ o, / (',.7 ----se 15.1 14.3 x 4.0 z�,, x 15 / `� /14.3 PAVEMEN BENCH,MARK 14.04 ASSIGNED 1K NAIL IN rn 14. 14.9 APR 2 7 1993 11' 17'-6" / LEACH DETAIL SITE PLAN 6 HEALTH DEPT. L--21'78" _ _ �/' FOR PLAN IS A VAL PY ONLY IF IT C��n ANISOR ORIGINAL RED STIAMIPOAND SIGNATURE. LEGEND EARS MARY E. CAVANDER r TH 1 TEST HOLE LOCATION, NUMBER fIV PN.�NOFtir�ss9ey LOT 6, 47 WILLIAMS ROAD, , W. YARMOUTH MA RONALD G ROt LD W WATER LINE MARKINGS�- JAP.S E PW- PROPOSED WATER LINE CA©IAr APRIL 23, 1995 SCALE: 1 "=20' G GAS LINE MARKINGS (IF SHOWN) 0� f ""' PG PROPOSED GAS LINE X OE OVERHEAD ELECTRIC WIRES (IF SHOWN) SgNITAP�P C°J "'osUava 9.5 x 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) RONALD J. CADILLAC, PLS, RS EXISTING CONTOUR J g--- PROPOSED CONTOUR PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN UTILITY POLE (IF SHOWN) P.O. BOX 258 ' TREE (IF SHOWN, NOT ALL SHOWN) S-�� WEST YARMOUTH, MA 02673 O EXISTING SEPTIC COVER (508) 775-9700 ❑ EXISTING DRAINAGE CATCHBASIN 4EAL4 AGENT APP OVAL DATE PAGE 1 OF 1 NOTES RTE 28 NOT TO SCALE MAXIMUM FEA51BLE COMPUANCE APPROVALS REQUESTED - 1. LOCUS IS A.M. 25, PARCEL N6. CO NOTE: 2. ELEVATIONS SHOWN ARE ASSIGNED. _ 3. LOCUS IS IN FLOOD .ZONE B ON FIRM DATED JULY 2, 1992. 1. VARY LEACHING TO PROPERTY LINE BY 5' (5' PROVIDED . 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) BOTH GAS & WATER SERVICE TO VARY SEPTIC TANK TO PROPERTY LINE BY 3' (7' PROVI ED). 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. VARY SEPTIC TANK TO FOUNDATION BY 2' (8' PROVIDE ). 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. BE MOVED.7. VARY LEASHING TO FOUNDATION BY 5 (15 PROVIDED). INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". GRADES 'SAME AS EXISTING VARY LEACHING TO DRAINAGE BASIN BY 5' (20' PROVIDI=D). L S. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW (FEET. Carvel Rd EXCEPT OVER AND AROUND 310 CMR 15.211 (1). 9. D -BOX EXIT PIPES TO BE LEVEL FOR -.FIRST TWO DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SEPTIC TANK. 2. NO RESERVE AREA SHOWN. 310CMR 15.248. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. 3. VARY SEPARATION TO HIGH GROUNDWATER BY 0.9' (4.1 PROVIDED). ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP 310CMR 15.212. 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, 4. USE 6" OF COVER OVER PROPOSED SEPTIC TANK. 310C AR 15.228 (1 }. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. N/F 5. VARY LEACHING CAPACITY BY 6% (313 GPD PROVIDED). 12, IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 MUSGRAVE 310CMR 15.203 (2). IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 6. VARY LEACHING TO WETLAND BY 24' (76' PROVIDED). L CAL REG. 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN "'10.3 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) TCA R G ATI NS N/F 14. ALL CONSTRUCTION TO MEET TI LE 5 AND Lfl L E UL 0 0 TEST HOLE DATE: March 31, 1998 23" COFFEY PLUM ER TO RAISE SEWER PERFORMED BY: Ron Cadillac, Soil Evaluator PIPE TO EXIT WITH ITS 14.75± WITNESSED BY: Amy L. Von Hone, RS 28" CENT R 12 1 2 INCHES TOP FOUND. PERC RATE: <2'-00"/inch (C layer) 4.6 SOIL SURVEY(1993): Carver coarse sand DRAINAGE INFORMATION SHOWN BELOW TOP OF FOUNDATION. GEOLOGIC MAP(1986): Harwich outwash plain deposits 53" UNDERGROUND IS APPROXIMATE AND BASED UPON AS -BUILT CARD Invert 13.53 i FROM ENGINEERING DEPT., WHICH Proposed Invert 13.10 66"° N/F 11 5 ♦�� CALLS FOR NO OUTLET FOR PIPE. Use Gas Baffle Invert 12.71 3 RECHARGER 180'S 83" TOWN OF YARMOUTH � ` 1 ¢ 7 Proposed � S provide 6" cover 13.1 O i Q%I 3� J ♦l :, SBO BENCH MARK --TOP SW CORNER t� STOOP = 15.00 ASSIGNED TOP PEA STONE a x14.2♦ �T�4 Tse'' 1500 Gal. EDGE O x 13.t /"-�_->. ♦♦ ' y'pp• 13.9 Fill A layer 10yr 3/3 loamy sand B layer 10yr 5/6 loamy sand 9.5 C layer 2.5y 6/6 fine sand observed water 7.0 ----- 14" Ito 3.9 x WETLAND 11.( �0 13.5/ ♦ 'V 1 6 � ``� Invert 13.35 Proposed / �� pv'; ♦ '� .2 I p invert 12.88 Invert 12.67 1'1.50 X 8.6 13� ;j 4,0 �,Q'• ♦`` 4.6 13.9 Use 6" Stone under Proposed Proposed 4.1 Bottom 9 J / p .212.4 X 13.0 \ :::13.7 G ��� �� 4.0 A`J3.9 0.4' USGS Adjustment x 10. I/ ♦ using Mosh29-March9b k \� �O� `/°j �� x/17 FQ ♦3-DESIGN 13.8 Zone A a �� \�'F DATA 12.5 OBSERVED WATER=7.0 � _ .. �-_ - , � � / 14.4 8 5 GARBAGE GRI 3 � J BEDROOMS: L 12.0 TQ %/ X i 8 F ;: ;.;. 1 ~ �� 13. GRINDER: No LEACH AREA �2 �p �6' 15 :>:? :;a':.'.: ��( x� REQUIRED CAPACITY: 330 GPD USE CULTEC RECHARGER 180'S 12.4 O x G A:;:'_:;>.;:::.`. 9 13.2 ; '� 2� /� ��' (� O 3 SEPTIC TANK: 1500 GAL, E 3 E S8. �• 5 /k 13.2 BOTTOM LEACHING AREA: 325.4 SF WITH 4 OF STONE ON SIDES AND �T' �`a� /13.8 /'r 3 [11' X 21.67+ 11' X 2' + (6.83'+ 5')11'/2] ODD AMOUNTS ON ENDS, AS SHOWN. N/F SSt'• :`_ _`_ ` / \ SIDE LEACHING AREA: 98.6 (SEE LEACH DETAIL) PLATT `';::.; ,, [(18'+ 12.08'+ 2'+ 17.5'+ 13'+ 21. X '1.17' EEP)] +' DESIGN CAPACITY: 313 GPD' A 5 REMOVAL IS CALLED FOR ...oI( ) / ] DOWN 53"t TO FINE SAND. �: '` / 325.4 SF + 98.6 5F X .74 G SF 4.1 hj HOUSE X15,5 \ o, / (',.7 ----se 15.1 14.3 x 4.0 z�,, x 15 / `� /14.3 PAVEMEN BENCH,MARK 14.04 ASSIGNED 1K NAIL IN rn 14. 14.9 APR 2 7 1993 11' 17'-6" / LEACH DETAIL SITE PLAN 6 HEALTH DEPT. L--21'78" _ _ �/' FOR PLAN IS A VAL PY ONLY IF IT C��n ANISOR ORIGINAL RED STIAMIPOAND SIGNATURE. LEGEND EARS MARY E. CAVANDER r TH 1 TEST HOLE LOCATION, NUMBER fIV PN.�NOFtir�ss9ey LOT 6, 47 WILLIAMS ROAD, , W. YARMOUTH MA RONALD G ROt LD W WATER LINE MARKINGS�- JAP.S E PW- PROPOSED WATER LINE CA©IAr APRIL 23, 1995 SCALE: 1 "=20' G GAS LINE MARKINGS (IF SHOWN) 0� f ""' PG PROPOSED GAS LINE X OE OVERHEAD ELECTRIC WIRES (IF SHOWN) SgNITAP�P C°J "'osUava 9.5 x 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) RONALD J. CADILLAC, PLS, RS EXISTING CONTOUR J g--- PROPOSED CONTOUR PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN UTILITY POLE (IF SHOWN) P.O. BOX 258 ' TREE (IF SHOWN, NOT ALL SHOWN) S-�� WEST YARMOUTH, MA 02673 O EXISTING SEPTIC COVER (508) 775-9700 ❑ EXISTING DRAINAGE CATCHBASIN 4EAL4 AGENT APP OVAL DATE PAGE 1 OF 1