HomeMy WebLinkAbout2 Shore Road - Plot Plan 4BENCHMARK
TOP OF FOUNDATION
ELEV. = I
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20 FT. MINIMUM SOIL TEST -
T. MINIMUM CLEAN SAND DATE OF SOIL TE$T Dero'; 9-
�99
WITNESSED BY
CONCRETE PERCOLATION RATE < t MIN./1NCH.
COVERS
4" SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 OBSERVATION HOLE 2
- MIN. PITCH 1/8" PER FT. 2 LAYER OF
\ 1/8" T0.1/2" ELEV.= /4 8 ELEV.=
12" MAX.
WASHED STO 0 TOP AND
-
LEVEL
4" CAST IRON PIPE
I
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—.1p"
SUBSOIL
PROJECT LOCATION
PROJECT
(OR EQUAL MINIMUM
SWEETSERENGINEERING
235 GREAT STEN ROAD
SOUDENNIS,�MASS.398-3922 02660
SCALE " O,
DATE
PITCH 1/4 PER FT.42alh%_ \15
REVISED
FREVISED
ELEV.s
C v. /'r,
C
LOCATION MAP
'09 N0. O DO
SHEET / OF
FLOW UNE — R• (e
r
n vaMe Rr
10" --_
_
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O O O
ELEV. _ MIN. ig•
ELEV.
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12"
S
zone
ELEVm e OP ELEV. = 7 ,
ELEV. _ _t7� V. 8's e ° e° ° o ° o e °o a e 8 ° e ° ° 0 6" E EV_ 7.O C%6 'l•�
_ WATER AT EL= WATER AT EL=
DISTRIBUTION 10,x 38'x 1.5'
BOX DESIGN CALCULATIONS
SOO GALLON TO BE WATER TESTED 3/4" TO 1 1/2" ;! NU6BER OF BEDROOMS
WASHED STONE GARBAGE DISPOSAL UNIT
SEPTIC TANK TOTAL ESTIMATED FLOW
(.110 GAL/BR./DAY X SR.) �G 0 GAL/DAY
OBSERVED WATER TABLE ELEV. _ A•8 REQUIRED SEPTIC TANK CAPACITY �5:0 GAL
ACTUAL SIZE OF SEPTIC TANK
,)o'rr A/O 7-0 3��LEACHING AREA REQUIREMENTS
3eel.)A 7-1 D r1 L SIDEWALL AREA S GAL/S.F.
SEWAGE DISPOSAL SYSTEM PROFILE BDTTOM AREA 1.0 GAL/S.F. 7yo GAL/DAY
NOT TO SCALEIfACHING CAPACITY (BOTTOM + SIDEWALL)
o �)Pr/ c�96x/ sx r•S�
LEGEND: RESRVE LEACHING CAPACITY ! GAL%OAY
EXISTING SPOT .ELEVATION " OOxO
FFIINIAL SPOT ELEVATION--oo--- NOTES:
I FINAL CONTOUR -- 00
SOIL TEST LOCATION 1. All- WOP.:MANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
r C UnLITY POLE -o- TITLE 5 .WD THE TOWN OF YARinourA! RULES AND
REGULATONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER—�WW•�� 2 ALL CORS TO SANITARY UNITS SHALL BE BROUGHT TO
I;- ur} . + • ! \\ CATCH BASIN r/ W1TW4 1 Z' OF FINISHED GRADE.
3. EXISTING,AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
S' .f�y�5 �. j rrr rrn,..rrrw n' q r r�rlT .F� ^"jirl! GL!.Aia. BF CAPADLc'' O�
.'J IJr•RC. _�
H 10"LOADING UNLESS 'THEY ARE UNDER OR YIIT}{1N
Cj 4 �.- .L�fT �;•.i Il. --BOARD CR'HEALTH AND DESIGN ENCINEER SPALL INSPECT THE 10 FT 0. DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
CONSTRV:TION OF THE SEPTIC SYSTEM ON THE FOLLOWING USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4 r Isoo INSPECTION SCHEDULE: 5. ANY MASONARY UNITS USED TO BRING CODERS TO GRADE SHALL
' SF°' INSP.'r WHEN THE EXCAVATION IS COMPLETE. BE MORTARED IN PLACE.
INSP. #2 DURING PLACEMENT OF CLEAN FILL 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
INSP. #3 AFTER COMPONENTS OF SEPTIC SYSTEM, ARE PLACED, DEEDED OR ZONING REGULATIONS, OWNER / APPLICANT IS TO
G a 12. DESIGN EfIGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
r / THE EXCAVATION, AND SEP71C SYSTEM HAVE BEEN r - 1 ,_. - ✓.
�-x INSTALLED IN ACCORDANCE 'AM THE APPROVED PLAN. � -
1r�N / -- 9. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED
�<< N ti• /<iic I'r X10. ALL UNSUITABLE' MATERIAL SHALL BE REMOVED
FOR A MINIMUM OF 10' AROUND LEACH'tRENCNAND BE REPLACED
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./ INCH.
�e` APPROVED: BOARD OF HEALTH
r.
Je� DATE AGENT
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DEC 17 2001
FLOOD Z0,L/C_ Alt C12-) Pyr PIPm M4 25oa/3�oSD
7/V9 t
01994 SWEETSER ENGINEERING
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PROPOSED PLOT PLAN
FOR
/�2T�v2 jiC/.9 � /2' c �✓
PROJECT LOCATION
PROJECT
SWEETSERENGINEERING
235 GREAT STEN ROAD
SOUDENNIS,�MASS.398-3922 02660
SCALE " O,
DATE
REVISED
FREVISED
LOCATION MAP
'09 N0. O DO
SHEET / OF
01994 SWEETSER ENGINEERING