HomeMy WebLinkAbout25 Eileen Street - Proposed Septic Designt
SOIL TEST
DATE OF SOP, TEST e.e, A, /9" 7
SO'L TEST DONE BYSVtEFT-;rR FNC'NaR'A:G
WITNESSED BY fa, V,._ Jf4 w_,
OBSERVATION HOLE 1 ELEv.- teat g OBSERVATION HOLE 2 ELEv.a /o• -7
PERCOLATION RATE- 4 L M.W./INCH AT ('o INCHES PERCOLATION RATE `- 2. ;MIN -/I -ICH AT 6, i INCHES
DEPTH
TOP OF FOUNDATION
BEV, 60
1At FT, .MINIMUM
COLOR
20 FT. MINWUM FROM CELLAR
OTHER
/
10 FT, MINIMUM FROM SLAB OR CRAWL SPAS
Ynt
r
CLEAN SAND
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f'1y
CONCRETE
jl.rrii
u
COVERS
V SCHEDULE 40 PVC PIPE
LOAM AND SEED
MIN. PITCH 1/8" PER FT.
2' LAYER OF
'
1/8' TO 1/2'
CAST IRON PIPE
} �✓ WASHED STONE
VENT
CKJ�
(OR -EQUAL) MINIMUM
NOT REQUIRED
- =
PITCH 1/4' PER:F•L
7
1 CU. FT. OF
CONCRETE
t
FLOW LINE
> o
ANCHOR
OR
ELEV. j09
"MIN.
2.0.
o e e
10'
ELEV,
GAS
LEVcL
cI y, y 6' ' 'P EL£V.
o a
E EV.
ELEV.
BAFFLE
4 .
L1RJtD
OUT`.! T
•. a
u a
BOX
ELE!V _
< of J?
HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
j
?%
TrE
(TO
BE PLACED ON FIRM BASE)
z
4 FEET
14 INCHES
TO BE WATER TESTED
l
SOIL TEST
DATE OF SOP, TEST e.e, A, /9" 7
SO'L TEST DONE BYSVtEFT-;rR FNC'NaR'A:G
WITNESSED BY fa, V,._ Jf4 w_,
OBSERVATION HOLE 1 ELEv.- teat g OBSERVATION HOLE 2 ELEv.a /o• -7
PERCOLATION RATE- 4 L M.W./INCH AT ('o INCHES PERCOLATION RATE `- 2. ;MIN -/I -ICH AT 6, i INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT
OTHER
/
[_oti�v
Ynt
r
� n..•� v
f'1y
jl.rrii
u
DEPTH
HORMZ
TEXTURE
COLOR
MOTT.
OTHER
/
"o
r
Y*c,%
x SFEET 19 :INCHES IF MORE THAN ONE 1': i.'� :`.:fi; .TRENCH..FORMATN�N
Y _ ' s FEST 24 INCHES i 500 GALLON 1 = f��r��. r? cZ. r
7 FEET 29. INCHES (TO BE PLACED ON FIRM BASE) SOIL. ABSORPTION �^. WELL �.%WATER ENCOUNTERED AT �_ ELEV. J /)O WATER -ENCOUNTERED AT �� ELEV. _ i
8 FEET 34 INCHES SEPTIC TANK ZONE II
3/4' TO 1 1/2' SYSTEM (SAS) INDEX
WASHED STONE ADJUST
'
LEGEND: DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. - EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
OBSERVED WATER TABLE ( % / ) ELEV. a EXISTING CONTOUR ----00---- GARPAGE DISPOSAL UNIT N
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. s �?/ Y FINAL SOOT ELEVATION 0. TOTAL ESTIMATED FLOW
FINAL CONTOUR --— - ( 110 GAL/BR./DAY X BR.) X13 GAL/DAY
p
SOIL TEST LOCAT.ON REQUIRED SEPTIC TANK CAPACITY♦rTc r� GAL
UTILITY POLE -0-- ACTUAL SIZE OF SEP110 TANK 1500 CAL
TOWN WATER —W 'N SOIL CLASSFICATION
CATCH BASIN �yj DESIGN PERCOLATION RATE „< 5 M1N.,AN.
GAS UNE G EFFLUENT LOADING RATE .D,�L GAL/DAY/S.F.
�} Ci SNOOOL CC LEACHINyG ,,' -y'Lx r �7J } ` r` ^ S0. FT.
F/ }
LEACHING CAPACITY (AREA X RATE) ��z r GAL/DAY
RESERVE LEACHING CAPACITY
i J GAL /DAY
A --
�'
NOTES:
r 1. ALL `WORKMANSHM AND MATERIALS SHALL CONFORM TO D.E.P.
T1TL£ 5 AND THE TOWN OF YAF-r-m�r✓ RULES AND
REGJLATO`:S FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
\ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
4 ; \ W^THIN 6' OF FINISHED GRADE.'.
}
b 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 NBTHIN 10 FT. -OF DRIVES OR PARKING AREAS.
\ c
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED tN PLACE.
• `]!. .•` _ \. \,. + h%'f r - . _. t,_.._-_ __ -_ S. NO"DE cR%l!NA�,ON HAS SEEN MADE AS TO COMPLIANCE WfTH
\ vrr
DEEDED OR ZONING REGULATIONS. OV.NCR / APPLICANT IS TO
u ,- OBTAIN SUCH DETERM'.NAT70N FROM APPROPR;ATE AUTHORITY.
fc, er �; i ^� 6. UTiUTIES SHOWN ARE APPP,OX}MA:TE, ONLY. EXCAVAfiON CONTRACTOR
IS TO CALL 'DIG -SAFE" AT.1-800-322-4844 AT LEAST 72 HOURS
a � �`
PRIOR TO COMMENCING WORK ON SITE.
CY/ Ljt' 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SSITE.
` f'> NE
9. LOT ISLSHOWN ONN ASSIS IN FLOOD ESSORS-MAP PZ.� - G>
AS PARCEL
k • - '. • ria' � ..
�y
°
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c.,• R c
17
/ f('
- , t ' � � ?: It +� t� � I APPROI'Ell I `�
f,?;' I tir jr YAR
MOUTH COMMITTEE
OVUM
/...
44
APPROVED:BQARD OF HEALTH
DATE AGENT
,