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HomeMy WebLinkAboutEngineered Plan - 2001SYSTEM F?ROF-ILE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST.. WITHIN 6' OF FIN, GRADE 2% SLOPE REQUIRED OVER SYSTEM TEST HOLE LOGS ENGINEER: RICK JUDD, RS 49.0' WITNESS: LYNN MULKEEN 2' DOUBLE WASHED PEASTON AUGUST 28, 2001 DATE: EL, 50.0' RUN PIPE LEVEL 3 MAX. FOR FIRST 2' PERC. RATE = < 2 MIN/INCH EXISTING LOOP"--�--- 46.0' f rGALLON SEf�TIC i 48.5'1 CLASS SOILS P# TANK (H 10 ) I GAS' OdC�CI O ClGlG7C3 1 T3AFFLE 46.28' "_L_��46.1 1 d 45.17' E� Cl C� Cl C7 f� t� CJ © `=� 4' AROUND oc�EDo 0 0EaoE1 - 6' CRUSHED STONE OR MECHANICAL $ 2' [� [] Q C] [� C� C� C� C7 0 43.17' COMPACTION. (15.221 [23) DEPTH OF FLOW = 4' < **.Z SLOPE) < _% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STO�dE lxj TEE SIZES: INLET DEPTH = 10'x. * APPROX. INVERT BASED ON TOP SEPTIC TANK 3' 6'± OUTLET DEPTH = 14a, ELEVATION, CONFIRM INVERT PRIOR TO INSTALLATION OF * �k PROVIDE TEE IF GREATER THAN 8% PITCH ANY PORTION OF SEPTIC SYSTEM. BETWEEN D'BOX AND LEACHING FACILITY LEACHINC FOUNDATION— EXIST. SEPTIC TANK -9' D' BOX 13' FACILITY, 40.2' NOTE: DEP INSPECTION REPORT INDICATED NO WATER TO EL.37.2'± 705.49 --�- 518 + 55.7 UTiI. POLE r 7 ✓ _ + 56.7 57 +'- 56 + 55.9 56.6 s �k NOTE: WATERLINE LOCATION APPROXIMATE (WAS ONLY MARKED OUT ;BENCH MARK NAIL SET + 54.7 AT HIGGINS CROWELL ROAD AT TIME OF TEST HOLE) 1N TWIN 14" OAK 5 - 56 I cul ELEV. Of 1 15D-- FILL 4" A/E LS 9„ 1OYR 5/1 Bw LS 32" 10YR 4/6 , 48. q PERC C MED/COS 2.5Y 6/6 ASSESSORS MAP 46 PARCEL 31 126" 140.2' NO WATER ENCOUNTERED NOTES: 100x0 EXISTING SPOT ELEVATION 00 PROPOSED CONTOUR - 100 EXISTING CONTOUR BOARD OF HEALTH MA _ YME PPRDATE off 508-362-4541 fox 508 362-9880r= c0�t down cape engineering, Inc. HEALTH DEPT, CIVIL_ ENGINEERS LAND SURVEYORS 939 vain sir, yarmouth, ria 02675 1. DATUM IS APPROXIMATED FROM QUAD 2. MUNICIPAL WATER IS EXISTING 3, MINIt-1UM PIPE PITCH TO BE 1/8' PER FOOT, 4. DLJIuN I.I LH!Ai G ,;i_ 5. PIPE JOINTS TO BE MADE WATERTIGHT, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) FAILED LEACH PIT -TITLE 5 �I T� i'L-M OF 219 HIGGINS CROWELL ROAD IN THE TOWN OF: WEST) YARMOUTH PREPARED FOR: RICK OR M ON 20 0 20 40 60 SCALE: 1" = 20' DATE: AUGUST 28, 2001 ©� 0 r n,�, o ARPlE H. c`:G`; c ANNE tiJ :r\ �� H. te=a OjALA r\= SSS" t CIVIL No. S No. 30792 A Rl�,� fIIALA, P.E. , P:L.S. DATE EL. = 52.8' NOT AL( -OWED ) SEPTIC DESIGN: (GARBAGE DISPOSER IS + -6 55,7 DE=SIGN FLOW:_ BEDROOMS < 110 GPD) = 330 GPD S3 US -E A 330 GPD DESIGN FLOW � , SEPTIC TANK: 330 GPD ( 2 > 660 151.5 <\ EXIST. DWELL. USE A 1000 GALLON SEPTIC TANK (EXIST) °F LOT 16 33,904± SO. FT. LEACHING: - 12.83).-.2 (.74) - 112 "IDES: -2(25-+ 52.2 BOTTOM: 25 x 12.83 (.74) = 237 o LP p - 4 + 3.7 RET. WALL 53.9 + TOTAL: 472 S.F. 349 GPD ys' ap��'� y~�� cw USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 5 P EQUAL) WITH 4 STONE ALL AROUND MOVE SHED AND POOL AS 48. + 48,3 NECESSARY TO INSTALL SYSTEM ` SHED�j14 A to 50.0 47.$ D.� ABV GND s� LE G E N D POOL 4 .4 - + 51.5 100.0 PROPOSED SPOT ELEVATION + 47, 3 46.8 100x0 EXISTING SPOT ELEVATION 00 PROPOSED CONTOUR - 100 EXISTING CONTOUR BOARD OF HEALTH MA _ YME PPRDATE off 508-362-4541 fox 508 362-9880r= c0�t down cape engineering, Inc. HEALTH DEPT, CIVIL_ ENGINEERS LAND SURVEYORS 939 vain sir, yarmouth, ria 02675 1. DATUM IS APPROXIMATED FROM QUAD 2. MUNICIPAL WATER IS EXISTING 3, MINIt-1UM PIPE PITCH TO BE 1/8' PER FOOT, 4. DLJIuN I.I LH!Ai G ,;i_ 5. PIPE JOINTS TO BE MADE WATERTIGHT, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) FAILED LEACH PIT -TITLE 5 �I T� i'L-M OF 219 HIGGINS CROWELL ROAD IN THE TOWN OF: WEST) YARMOUTH PREPARED FOR: RICK OR M ON 20 0 20 40 60 SCALE: 1" = 20' DATE: AUGUST 28, 2001 ©� 0 r n,�, o ARPlE H. c`:G`; c ANNE tiJ :r\ �� H. te=a OjALA r\= SSS" t CIVIL No. S No. 30792 A Rl�,� fIIALA, P.E. , P:L.S. DATE