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Home My WebLink About59.183 - Site PlanMA)a LIM FEASIBLE COMPLIANCE APPROVAL: 1. VARY 0.5' SEPARATION TO GROUNDWATER (4.5' PROVIDED) 310CMR 15.212 TIE IN KITCHEN FIND AND TIE IN KITCHEN LINE(S) WHICH ARE BELIEVED TO RUN FROM KITCHEN TO NEAREST CESSPOOL. FIND KITCHEN LINES PRIOR TO SETTING SEPTIC TANK. TANK AND LEACHING MAY BE LOWERED UP TO 6", WITH HEALTH AGENTS APPROVAL. REDUCE GRADE AND OR ADD PEA STONE. N/r ....� BURKE N/F SCOTT N/F MCMANUS E N/F MURTON ,-I A'^�� JOB NO. YOO-02 NO1iS FOGARTY.DWG ar Pond Rbod 1. LOCUS IS A.M. 59, PARCEL 183. E i 2 ELEVATIONS SHOWN ARE ASSIGNED c S. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW NOT TO 30� D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. SCALE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. E 2& ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOR LOCATION MAP �� ✓ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 1 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 12. 1F AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). �n� 1 13. F`_1AP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 0 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS, n ti TEST HOLE DATE: Feb. 1 2000 1 G DE CHANGES' 12' `�a 1 � ` E PROPOSED PERFORMED BY: Ran Cadillac, Soil Evaluator 18.80* WITNESSED BY: Keldo Gorman, Inspector 20' C R LEACHING 1 PERC RATE: C2'-00"/inch (Cl layer) TOP FOUND. SOIL SURVEY(1993): Carver coarse sand � 1 1 GEOLOGIC MAP(1986): Harwich outwash plain deposits 42" fig' Invert 15.05 Exist Colt from Invert 13.19 - n / to 1 z Z E 3 eF 5 a• N/F 1 BENCH MARK --TOP SW CORNER PRECE 'ONC. BULKHEAD- 1746 - ASSIGNED _.. - .. 40- 1H 1 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986, 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) -W^ o m - BENCH MARK --TOP TAG BOLT HYDRANT NO.1917=21.25 ASSIGI ' 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER, EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) SEPTIC TANK: EXISTING CONTOUR 6 COMPONENTS TO BE AASHTO H-10 UNLE'S NOTED PROPOSED CONTOUR A a 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW NOT TO 30� D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. SCALE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. E 2& ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOR LOCATION MAP �� ✓ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 1 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 12. 1F AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). �n� 1 13. F`_1AP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 0 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS, n ti TEST HOLE DATE: Feb. 1 2000 1 G DE CHANGES' 12' `�a 1 � ` E PROPOSED PERFORMED BY: Ran Cadillac, Soil Evaluator 18.80* WITNESSED BY: Keldo Gorman, Inspector 20' C R LEACHING 1 PERC RATE: C2'-00"/inch (Cl layer) TOP FOUND. SOIL SURVEY(1993): Carver coarse sand � 1 1 GEOLOGIC MAP(1986): Harwich outwash plain deposits 42" fig' Invert 15.05 Exist Colt from Invert 13.19 - n / to 1 z Z E 3 eF 5 a• N/F 1 BENCH MARK --TOP SW CORNER PRECE 'ONC. BULKHEAD- 1746 - ASSIGNED _.. - .. 40- 1H 1 TEST HOLE LOCATION, NUMBER -W^ WATER LINE MARKINGS -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) SEPTIC TANK: EXISTING CONTOUR BOTTOM LEACHING AREA: PROPOSED CONTOUR ((33' X 12.83')] UTILITY POLE (IF SHOWN) SIDE LEACHING AREA: EXISTING SEPTIC COVER 83 EXISTING DRAINAGE CATCH BASIN - X - FENCE (IF SHOWN, NOT ALL SHOWN) OTREE (IF SHOWN, NOT ALL SHOWN) REV. 7/25/00 --GROUNDWATER, NOTES. se was a e Invert 12.92 2 DRY WELLS S=1 1/8"/ft Proposed 13.5=Top Conc. S=1 /4 /ft 13.2=Top Pea Stone Invert 13.44 � S=1/4"/ft min. Proposed 1 100 Col.\� - - - - - � 24" T Invert 13.09 Invert 12.70 10.7 6" Stone or compact Proposed Proposed 1 4.5 Bottom 18 5 n3 1 11' -� Hi h Groundwate 137" 144" Fill A/E layer 10yr 4/1 loom sand B layer 10yr 4/4 loamy sand C1 layer 10yr 5/6 loomy sand C2 foyer 10yr 7/2 fine sand - water - cn 1.4' of o 2.3' adjustment provided rn Zone A--Mash29--Jan 00 DESIG914 DATA BEDROOMS: 4 GARBAGE GRINDER: No REQUIRED' CAPACITY.'- 440 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 423.4 SF ((33' X 12.83')] SIDE LEACHING AREA: 183.3 SF (2(12.83'+ 33') X 2' DEEP)] DESIGN CAPACITY: 448 GPD [(423.4 SF + 183.3 SF) X .74 GPU/SF] THIS PLAN IS A. VALID COPY 01 Y IF IT BEARS AN ORIGINAL RED STAMP AND ;NATURE. cI. AGENT ' • ' A.' I lew Observed water -4.8 LEACH AREA USE 2 DRY WELLS SET 8' APART, AS SHOWN, WITH 4' OF STONE ALL AROUND FOR A 33' LONG BY 12'-10" WIDE BY 2' DEEP LEACH AREA. 16.2 12.7 4.8 4.2 E2 _E11V1 Cw JAN 0 3 2013 HEALTH DEPT. RLE0FE0WC_DD J U L 2 6 2000 SITE G PLAIN HEALTH DEPT. FOR SARAN A. FO ERTY LOT 10, 15 TOWN HALL AVE., S. YARMOUTH, PSA MAY 2, 2000 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2000 BY R.J. CADILLAC PAGE 1 OF 1 J