HomeMy WebLinkAbout51 Oyster Cove Road - Proposed Septic DesignTOP OF FOUNDATION
ELEV. m lilt7s I 10 FT. MINIMUM
4' CAST IRON PIPE
P TCHQUA1/4, PERI FTM
FT. MINIMUM FROM SLAB OR CRAWL SPACE
WSTE
�/ 4' SCHEDULE 40 PVC PIPE
/ / 7 MIN. PITCH 1/8' PER FT.
FLOW UNE
ELEV Q % om
%O –iN N.
1 V. _ �, E LEVEL
ELEV. _ �y cF BAFFLE
ELEV. _ gyrZ 6• SU P ELEV.
DISTRIBUTION �V.
OUTLET BOX
14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
19 INCHES 1500 GALLON IF MORE THAN DINE OUTLET
24 INCHES (TO BE PLACED ON FIRM BASE)
29 INCHES
34 INCHES SEPTIC TANK 3/4' TO 1 1/2'-d
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
11 4 1 JUIL ILZ) I 4C6�
CLEAN SAND
LOAM AND SEED
HORIZ
2' LAYER OF
COLOR
118' TO 1 /2'
OTHER
WASHED STONE
VENT
1S •
OTREQUIRED
z
1 Cu. FT. OF
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CONCRETE
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ANCHOR
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TRENCH FORMATION
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SOIL ABSORPTION
WELL -/-)/t
ZONE
SYSTEM (SAS)
INDEX
ADJusT
SWEETSER ENGINEERING
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. _
(J
BOTTOM OF TEST HOLE ELEV. =
235 GREAT WESTERN ROAD r
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I
A
DATE OF SOIL TEST-t2e!.)rPITT 6E L /r l , r
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY A, V L AJ ri cue
OBSERVATION HOLE 1 ELEV.- %'7 OBSERVATION HOLE 2 ELEv.- %,'o
PERCOLATION RATE f" d MIN./INCH PERCOLATION RATE 4A MIN./INCH AT � INCHES
DEPTH
HORIZ
TEXTUREGOLOR
COLOR
MOTT.
OTHER
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,Ajn WATER ENCOUNTERED AT -121L ELEV.
2 I
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
F1NAL SPOT ELEVATION0 .
FINAL CONTOUR
SOIL TEST LOCATION
U71UTY POLE -0-
TOWN WATER —W�:1
CATCH BASIN 1I®N
GAS UNE
CLEAN OUT
CESSPOOL C.P. 0
DEPTH I
HORIZ I
TEXTURE
COLOR
MOTT.
OTHER
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A10 WATER ENCOUNTERED AT /a O ELEV. os O
DESIGN CALCULATIONS 5
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT_')I O _
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _ BR.) �y0 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION I —I
DESIGN PERCOLATION RATE <_ MIN./1N.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
LEACHING AREA SO. FT.
Y y < �9 r 'c`r 17.,
LEACHING CAPACITY (AREA X RATE) y/ GAL/DAY
RESERVES LEACHING CAPACITY �� GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _yAR f �0+rr H RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO I
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.
o. uTfliTt5 SHaA;wAi AAE APPRO) UATt ONLY. EXCAVATiCN CONT xACT..11
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 VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
S. PARCEL IS IN FLOOD ZONE_
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL ib
IG. 7rt_ 5 r-�L-
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00T 2 5198
TOV:b` G ,RI(&TR. ASURER
APPROVED:S°�A,�fr�'�(�F HE
AV
DATE AGENT
SWEETSER NG
`"- f'n tL J
PROPOSED SEPTIC DESIGN
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PROJECT LOCATION LoT 7O
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SWEETSER ENGINEERING
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235 GREAT WESTERN ROAD r
d
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
b � w
DATE 6,1, rL� r`<ni f
SCALE 1" c�'
REVISED
JOB NO.
SHEET ! OF /
•^^ ENGINEERI
LOCATION MAP
REmsED
SWEETSER NG