HomeMy WebLinkAbout93.4.13 - Proposed Septic Design (2)oww., _
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TOP OF FOUNDATION 2O FT. MINIMUM FROM CELLAR OR CRAWL SPACE
05.00 TMINIMUM 10 FT. MINIMUM FROM SLAB ;
I,
ELEV. 1 10 F . CLEAN SAND
CONCRETE
COVERS INSPECTION PORT'
rn
4 SCHEDULE 40 PVC PIPE LOAM" AND SEED <:
MIN. PITCH 1/8" PER FT. 2 LAYER OF
1/8' TO 1/2-
A
SOIL TEST
DATE OF SOIL TEST SEPTEMBE 22 10
SOIL TEST DONE BY $ ETSER ENGINEERING
WITNESSED BY A_YQN�I9NE
OBSERVATION HOLE 1 . ELEV.= 97.8 '
PERCOLATION RATE <4_, MIN./INCH AT 72_ _ INCHES
DEPTH IHORIZI TEXTURE .
COLOR
MOTT.
OTHER
0/E ORG./MED. SAND
10YR7/1
NO
ROOTS
6-37" B LOAMY SAND
1"0_-_6"
IC
10YR6/6
ROOTS
37-132" 1LOAMY 'SANE)
2.5Y7/4
5% COBBLES
5% COBBLES
NO WATER ENCOUNTERED AT 132"
DEPTH HORIZ TEXTURE COLOR
ELEV,
86.8
PROPOSED. SEPTIC `DESIGN
FOR
DUBLIN CONSTRUCTION
OBSERVATION HOLE
2
ELEV._
97.0
5-38" 8 LOAMY SAND_ 10YR6/6
ty
DEPTH HORIZ TEXTURE COLOR
MOTT.
OTHER
PROPOSED. SEPTIC `DESIGN
FOR
DUBLIN CONSTRUCTION
0-5" 0/E DRG./MED. SANG 10YR7/1 INO
ROOTS
5-38" 8 LOAMY SAND_ 10YR6/6
ROOTS
38-120" C LOAMY, SAND 2.5Y7/4
5E al i1`:rJliF�G
203 SETUCKET ROAD
50$- SOUTH DEBO S 113 ASS. .
385-6900 02660
5% COBBLES
NO WATER ENCOUNTERED AT ,1220 ELEV. a X87.0
I
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNITr
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _4 BR.) _44Q_GAL./DAY
REQUIRED SEPTIC TANK CAPACITY ._FO_ GAL.
ACTUAL SIZE OF SEPTIC TANK , _!6QL GAL:
SOIL CLASSIFICATION r I—
DESIGN PERCOLATION RATE 5_6__ MIN./IN.
EFFLUENT LOADING RATE —0.74_ GAL./DAY/S.F.
LEACHING AREA 126`33 SO. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) i4-0 GAL./DAY
828.53 X 0.74 .
RESERVE LEACHING CAPACITY _0141 GAL./DAY
NOTES:
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE, AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ,
IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIA11ON
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
.8. PA.P.CFt_ IS IN -FIL 7;7.: c.. :.
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 4.1
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED 1N 310 CMR 15.255:(3),
APPROVED
I
OCT 2 6 2010
OLDKIMGMOUTH RECEIVED
S HIGHWAY
OCT 1 2010
F
IftN
A�yq YARMOUTH "
,/ - I OLD KING'S HIGHWAY
y Ity. n i
APPROVED: BOARD OF HEALTH
i
_ DATE AGENT
C.• �S8jPROlj6920-001dwg�6920-SASDWG C2010 SWEETSER ENGINEERING
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YARMOUTHPORT, MASS.
ROU;IF 6A
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ti�F y
o� y�DNj r
�ESFRi SANDS
HAMS TEAD
Locus —�
SISTERS CIRCLE._' .
RA/E 6
EXIT-%
PROPOSED. SEPTIC `DESIGN
FOR
DUBLIN CONSTRUCTION
LOC,
IAT 13-- ,SISTERS CIRCLE
YARMOUTHPORT, MASS.
5E al i1`:rJliF�G
203 SETUCKET ROAD
50$- SOUTH DEBO S 113 ASS. .
385-6900 02660
DATE:.
OCT. 20, :2010`
..
— 20
JOB
s�2A-14
REV. '
C LOCATION MAP
REv.�"�
SHEET, 1 OE 1
C.• �S8jPROlj6920-001dwg�6920-SASDWG C2010 SWEETSER ENGINEERING
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