33 Michelles Path - Proposed Septic Design 220 FT. MINIMUM FRDu
10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS :7
e SCHEDULE 40 PVC PIPE
MIN. PITCH 1/B' PER FT.
FLOW LINE
-{MIN. V.
6 5U P ELEV Sn`2
B GGAAS� ELEV. e �`
DISTRIBUTION V.
BOX J
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1'5500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2w -j
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
TOP OF FOUNDATION
CLEAN SAND
COLOR
ELEV. jp 1.0
10 FT. MINIMUM
YER OF
2'4SNE
p.�
$766CPp
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4' CAST IRON PIPE
0 4� P
I�NIMFTM
ITCH
g2.d
ELEV.
T REQUIRED
CU. FT. OF
ELEV.
20 FT. MINIMUM FRDu
10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS :7
e SCHEDULE 40 PVC PIPE
MIN. PITCH 1/B' PER FT.
FLOW LINE
-{MIN. V.
6 5U P ELEV Sn`2
B GGAAS� ELEV. e �`
DISTRIBUTION V.
BOX J
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1'5500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2w -j
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
sv - -tr Gry.'
P,fcrnr.yr D^'�u:vG _ q Si
.3 _
I
160.00
/r? -1
Cie 3
X
T. A.
DUMAS
No. 619
' SOIL T��ST,��,r�a�
DATE OF SOIL TEST
SOIL TEST DONE BY SNIETSER ENGIN ERING
WITNESSED BY A, V") lf'226
OBSERVATION HOLE 1 ;ELEV.- `11"v OBSERVATION HOLE 2 ELEV.=
OMMIATIM RATE _L�- MIN./INCH AT S INCHES PERCOLATION RATE �'� MIN./INCH
DEPTH
HORIZ
CLEAN SAND
COLOR
LOAM AND SEED
OTHER
YER OF
2'4SNE
pr 1
(0y
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T REQUIRED
CU. FT. OF
CONCRETE
7
fit �lr;JNf
ANCHOR
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`I HIGH CAP STONINFILTRATORS WITH
IN IN
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2
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SOIL ABSORPTION U
WELL
ZONE
SYSTEM (SAS)
INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV. _
{!
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P,fcrnr.yr D^'�u:vG _ q Si
.3 _
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160.00
/r? -1
Cie 3
X
T. A.
DUMAS
No. 619
' SOIL T��ST,��,r�a�
DATE OF SOIL TEST
SOIL TEST DONE BY SNIETSER ENGIN ERING
WITNESSED BY A, V") lf'226
OBSERVATION HOLE 1 ;ELEV.- `11"v OBSERVATION HOLE 2 ELEV.=
OMMIATIM RATE _L�- MIN./INCH AT S INCHES PERCOLATION RATE �'� MIN./INCH
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
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7
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f)OWATER ENCOUNTERED AT ELEV.
i
i
LEGEND:
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR A;—
SOIL TEST LOCATION
UTILITY POLE --o-
TOWN WATER—W-pv—W�
CATCH BASIN (a)
GAS LINE
CLEAN OUT C
CESSPOOL C.P. 0
Ail
1
O
A
0
t
r'J
~ (LdCv 5
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
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//61WATER ENCOUNTERED AT %f ELEV.
DESIGN CALCULATIONS 27
NUMBER OF BEDROOMS NO
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X : BR.) 1Lr GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 44-4' GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION —I
DESIGN PERCOLATION RATE < 5 MIN./IN.
4
EFFLUENT LOADING RATE GAL/DAY/S.F. 40x7 a SQ. FT.
LEACHINGEA _ rp�r�
(N/3` �fyi�Lx
LEACHING CAPACITY (AREA X RATE) 3�Z 2 GAL/DAY
RESERVE LEACHING CAPACITY �3Z 2 GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF 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
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OCT:I.: SUCSi CEFRS"u An my co OKO APPRO R+A.TE p1JT?{ORlTy.
6. UTLlT,ES SHOWN A.RE APPROX!u ATE ONLY. EXCAVATION CONTRACTOR
IS TO CfAU "D.G-SAYV AT 1-8^E-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. G
B. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP ? AS PARCEL L-
APPROVED: BOARD OF HEALTH
ATE AGENT
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION e 7-
Y
SWEETSER ENGINEERING
235 GRpE A ESTBOX 7R 3 ROAD
508—
)8-3922 SOUTH DENNIS, MASS. 026E
DATE /V 11 IC SCALE
REVISE✓D JOB NO.
�
REVISED
LOCATION MAP SHEET / OF / —1 �—�
01998 SW=ER ENGINEERING