HomeMy WebLinkAbout2 Shore Road - Plot Plan 5BENCHMARK
TOP OF FOUNDATION
ELEV. = 1
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ELEV. _
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20 FT. MINIMUM
CONCRETE
COVERS -
FLOW
-TMIN. 19 -
ELEV.
1500 GALLON
SEPTIC TANK
SOIL TEST
9
DATE OF SOIL TET OcTo��a s; /99
CLEAN SAND WITNESSED BY lq-
i PERCOLATION RATE ¢ '- MIN./INCH.
4" SCHEDULE 40 PVC PIPE" OBSERVATION HOLE 1 OBSERVATION HOLE 2
MIN. PITCH 1/8" PER FT. 2 LAYER OF ELEV.- ELEV.=
1/8" TO 1/2"
WASHED STO TOP AND
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LOCATION MAP
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DESIGN CALCULATIONS
TO BE WATER TESTED
3/4" TO 1
1/2-
a
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NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
WASHED STONE
TOTAL ESTIMATED FLOW 6G GAL/DAY
X BR.)
( 0 GAL/BR./DAY
SEPTIC TANK CAPACITY 990 GAL
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
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REQUIRED
OBSERVED WATER TABLE ( 10/ .57/9Y) ELEV. = �'� ACTUAL SIZE OF SEPTIC TANK /5 -co GAL
Noy- No USGS A,'tier 7-0 /3rj10� LEACHING AREA REQUIREMENTS
1„) A r r p .4 � � o. + �r SIDEWALL AREA � s GAL/S.F.
BOTTOM AREA I O GAL/S.F. T�fO GAL/DAY
ACHING CAPACITY (BOTTOM + SIDEWALL)
or7f3x/ 0) 96x/5 X'Z•S) Ivo
LEGEND: RESERVE LEACHING CAPACITY GAL/DAY
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
'FINAL SPOT ELEVATION U NOTES:
FINAL CONTOUR C?C i-- 1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION TITLE 5 AND THE TOWN OF Y4R/'70UT'-1 RULES AND
UTILITY POLE'- .'--C- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER —W W— 2- ALL :CCYERS. TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN k! j WITHIN ,12" OF FINISHED GRADE
3. EXISTTNt: AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
e-..rzZry`Si-7r"!=,'BE 6AFAIiu Or`
WTHSL \'D!NG H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
11. S% -ARO Of HEALTH AND DESIGN ENGINEER SHALL INSPECT THE 10 FT. J� DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
CONS !U.`nON OF THE SFPTIC SYSTEM ON THE FOLLOWING USED UlDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
NSar TION SCHEDULE. 5. ANY, MASONARY UNITS' USED TO BRING COVERS TO GRADE SHALL
INS?. jr4 hHI=N THE EXCAVATION IS COMPLETE. BE+MORTARED IN PLACE.
INSP.?.::Ui21NG PLACEMENT OF CLEAN �1LL' 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
INSP. T?3 AF' ER COMPONENTS OF SEPTIC"SYSTEM ARE PLACED. DEEDED; OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
12. DESIGI, EIIGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINA11014 FROM APPROPRIATE AUTHORITY.
THE ET.CAVATION AND SEP11C SYSTEM HAVE BEEN-
INSTA�-ED IN ACCORDANCE WITH 'Vtf 'APPROVED PLAN. ✓''' _
9. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED
X10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED
FOR A MINIMUM OF 10' AROUND LEACH TRFNCNAND BE REPLACED
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./INCH.
APPROVED: BOARD OF HEALTH
DATE AGENT
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DEC 17 200
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PROPOSED PLOT PLAN
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STYEETSERNGINEERING
E
235 GREAT STERN ROAD
O. BOX 713 M
398-3922 SOUTH DENNIS, MASS. 02e660
REVISED i
RENSED
JOB N0' O 99y—D0
LOCATION MAP
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DEC 17 200