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HomeMy WebLinkAboutEngineered Plan - 20067', .....- ELEV. - 95.00 U 10" ". o _'MIN. LEV. = 92.75 LICENSED PLUMBER AS ACTUAL SEPAL TANK CAPACITY 100_ GAL EXISTING LEVEL NEEDED N/A ELEV. = 93.00 BENCHMARK 92.50 6" SUMP ESV = 92.33 0-74 GAL./DA Y/S F. EXISTING + - BAFFLE DISTRIBUTION TOP flf fOUNDATION OUTLETDEPTH TEE FTMINIMUM 20 . MNl UM FROM CELLAR OR CRAWL SPACE. ELEV. _ BOX 4 FEET SOIL TEST EXISTING TO BE WATER TESTED ELEV. _'. 100.00 10 FT. MINIMUM 10 FT.' MINIMUM FROM SLAB IF MORE THAN ONE OUTLET 7 FEET. 8 FEET SOIL TEST DONE BY CRAIG R. SHORT, P.E. SEPTIC TANK (TO BE PLACED ON FIRM BASE) (ASSUMED) 3/4" TO 1 1/2" CLEAN -I 4" PVC PIPE' PAINTED DATE OF SOIL TEST 60/2006 WITNESSED BY -PHIL REN UD DOUBLE WASHED STONE FREE OF FINES & SILT CONCRETE FLAT DARK GREEN OR OBSERVATION HOLE 1 ELEV 96.5 NOT TO SCALE COVERS " 4 'SCHEDULE:"40 PVC PIPE BROWN WITH CARBON FlL TER IS REQUIRED PERCOLATION RATE < 2 MI NCH AT 66-780 INCHES MIN. PITCH 1/8" PER FT. LOAM AND SEED 2" LAYER OF ELEV. = CLEAN SANG 1 /8" TO 1 /2" $0" 4" CAST IRON PIPE " MA X. 98.OMAX. WASHED STONE EXISTING (OR EQUAL) MINIMUM x MIN. PITCH 1/4" PER,FT. a 6 M Z ZABEL FILTER FLOW UNE PLUMBING TO BE RAISED ELEV. - 95.00 U 10" • •' AND RE -PIPED BY.A • Big _'MIN. LEV. = 92.75 LICENSED PLUMBER AS ACTUAL SEPAL TANK CAPACITY 100_ GAL EXISTING LEVEL NEEDED N/A ELEV. = 93.00 ESV = 92.50 6" SUMP ESV = 92.33 0-74 GAL./DA Y/S F. EXISTING + - BAFFLE DISTRIBUTION LIQUID OUTLETDEPTH TEE ELEV. _ BOX 4 FEET 14 INCHES EXISTING TO BE WATER TESTED 5 FEET 6 FEET 19 INCHES 24 INCHES 1000 GALLON IF MORE THAN ONE OUTLET 7 FEET. 8 FEET 29 INCHES 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4" TO 1 1/2" CLEAN -I DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE SITE PLAN ro o s to V1 N' 93.00 00000000000 aaa o 00000000000 0 0 0 0 ° 00000000000 o 2' a ° o 0 00 00000000000 0 ` 0 o a o c ELEV. = _90.00 2-500 GALLON DRYWFLLS WITH STONE IN AN 13'X25'X2' TRENCH FORMATION z 6.0'WELL N/A SOIL ABSORPTION -,�� NDEX X SYSTEM SAS ADJUSTX- BOTTOM OF TEST HOLE ELEV. _ X4.0 100.00' SEE NOTE ,�10 - - - -- �� _BOX SEE NOTE ,3�11 EX/S TING 96.8 97.0 S_E_P TIC`)TANKx i ,i 98._4 I g8 6 98.4 I DECK I II 98.7 99.1 I v I o I O I 0 ..1 Q) I I EXIS TING L 199.0 I I 1 10( 198.7 99.1 x g• 99.2 9, I I 99�t9 2 x 9 2 Tim I- xJIN 198.9 u _�99 -- • 2 99.0 \ I 1 98.9 Q•* NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT 3 N0, NQI-ALLOWED • •' Emma • Big Y REWIRED TANK CAP C TY 10 0 GALA ACTUAL SEPAL TANK CAPACITY 100_ GAL EXISTING SOIL CLASS/FICA TION DESIGN PERCOLA TION RATE <_ MIN./INCH EFFLUENT LOADING RA TE 0-74 GAL./DA Y/S F. LEACHING AREA 477 SO. FT (13'x25]+(76'x2') LEACHING CAPACITY 352 GALIVAY 477 X 0.74 ��► .. • mm. �fi>•-- NO WATER ENCOUNTERED AT _19 5_ ELEV. = 84.0 DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT 3 N0, NQI-ALLOWED TOTAL ESTIMATED FLOW D GAL/9R Y REWIRED TANK CAP C TY 10 0 GALA ACTUAL SEPAL TANK CAPACITY 100_ GAL EXISTING SOIL CLASS/FICA TION DESIGN PERCOLA TION RATE <_ MIN./INCH EFFLUENT LOADING RA TE 0-74 GAL./DA Y/S F. LEACHING AREA 477 SO. FT (13'x25]+(76'x2') LEACHING CAPACITY 352 GALIVAY 477 X 0.74 RESERVE LEACHING CAPACITY N /A_ GALIVAY 95.1x NOTES.- 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF LEGMSEWAGE. �(� 5 TOWN WATER- w - w - w - 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF h'FINISHED GRADE. (� WATER SHUT-OFF... • • "� - " " 3. ( ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF G��hrV (ll WATER VALvuE WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF GAS LINE- c -As - GAS -cis- DRIVES OR PARKING AREAS. j H-20 LOADING SHALL BE USED UNDER OR WITHIN GAS METER... . " • " " Q • • • . " " . . 10 FT. OF DRIVES OR PARKING AREAS. GAS VALVE . •'&... 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED T \ ,�� , v�� ELECTRIC LINE -E -e IN PLACE. \ ELECTRIC METER. . • . .. © ' . • • • • ' 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR e �J ELECTRIC BOX. .... ® ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH - • • VDETERMINATION FROM APPROPRIATE AUTHORITY. ELECTRIC MANHOLE Q - .-� 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CATCH BASIN ®j CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO CESSPOOL _ COMMENCING WORK ON SITE. 1}�. LEACH PIT . • • . • .. Q • �: .. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS ASWELL AS SITE �\�eG� CLEANOUT ��C.O." CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE \^ 01)_ r` EXISTING SPOT ELEVATION • x 0.0- - BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. EXISTING CONTOUR (0.0) B. PARCEL IS IN FLOOD ZONE �`. FINAL SPOT ELEVATION ® 9• LOT IS SHOWN ON ASSESSORS MAP 67 AS PARCEL 25. 4� FINAL CONTOUR -AIL UNSUITABLE -MATERIAL -SHALL BE REMOVED FROM UNDER, AND FOR A._ FLAGPOLE - • MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE HYDRANT REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF • - • - ENCOUNTERED BELOW S.A.S. PIPE INVERT. v LIGHTPOST.... . . * • • • .. . • , 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND DIST BOX & LEACH PIT TO BE MANHOLE ...... ... ..... 0- - . REMOVED. _-v iVIIL I/lN YL LINER OBS. WELL. . • • • .... • . 12 A ZABEL A1800 FILTER IS TO BE INSTALLED. SEWER LINE- s -S - 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND x \ gE. 8 SEWER MANHOLE N SOIL TEST LOCATION - - 14• CONTRACTOR PROPERTY NTO UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE • .. - - � " - - - ' - - INSTALLING S.A.S. TELEPHONE BOX- M ...... - - - - UTILITY POLE ..... ....... TITLE 5 & B.O.H. VARIANCES REQUIRED: \ Q) 1 SECTION 15.211 MINIMUM DISTANCES: \ DISTANCE BETWEEN S.A.S. AND CELLAR WALL 0,r.� A 5.4' VARIANCE FROM BULKHEAD REQUESTED 2 SECTION 15.221 ALLOWS ONLY 3' OF COVER OVER S.A.S COMPONENTS A 2' VARIANCE REQUESTED oRp IG ,:mss Sam\. f�.I.s'3 �•; ;�,. SHORT rA.: APPROVED: BOARD OF HEALTH 98.0 \ I f 9R -�7 1 LOT 10, 000. 0r - Pemit vapid for ONLY, dlie to ; Board ofHealth for any f ture of sewage fakilities a �armot x 97 3 PAIR OF SElI and Local tl iew and annr Health 'R® SCALE 1 INCH = 10 FEET 98-31 • 4 M O►�l P OE LANE 100 98-3 1 `D.)98• ---- ----- 98-d "�?,---- \x=-�98-n�.��-----Of -g�-7 -----nom x 97. CIVIL211433 SGC bac J#2903 II DATE AGENT RT 6 MID CAPE HWY 1*9 p PROPOSED SEPTIC DESIGN FOR IRENE LARIMBEE LOC. 57 MONROE LANE WEST YARMOUTH, MA CRAIG R. SHORT, P. E. 235 GREA T WESTERN ROAD P. O. BOX 1044 /o 08.398.8311 SOUTH DEWS MASS 02660 508.398.306, Q� DATESCALE t NO GRP TED �p R o`,� JUNE 14, 2006 VJ�N�S`Ow � RT 28 REV. JOB NO. 12-1094 LOCATION MAP REV. SHEET 1 of 12-1094 Lairobee-R1.dwg ©2006 CRAIG R. SHORT, P.E.