HomeMy WebLinkAboutEngineered Plan - Rev. 2018TOP OF FOUNDATION
ELEV. =�_
3.00
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. = G5.0-0 _
ELEV. _-95.68_
LIQUID; OUTLET
DEPTH' TE
4 FEET
14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
7 FEET
29 INCHES
8 FEET
34 INCHES
yRy+�
vae A..+fy1 b 4
EXISTING SPOT ELEVATON OO, 0
EXISTING CONTOUR ---- 00----
FINAL SPOT ELEVATION 00.0
51
FINAL CONTOUR ----{-GU
.
SOIL TEST LOCATION
UTILITY POLE
-0--
TOWN WATER=W==;;�----W
CATCH BASIN
\®�
GAS LINE
87
CLEAN OUT
C
CESSPOOL-
C.P.
S
+ FLOW LINE
10"
-TMIN.
RC3
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8"170 1/2"
WASHED STONE
98.16 MAX. OR FILTER FABRIC VENT
95.91 MIN. NOT REQUIRED
z
95.16
7
O p
_ 95.40 / 2"0""
ELEV. - LEVEL
p
° 10
°
°
ELEV. _
GAS
ELEV. 94.83 6' SUMP ELEV. _ _9'F.66_
-
°
y
_93.83-
BAFFLE
---_-_
IDISTIRIB, U 11 ON
v
ELEV. _
i,g j
X -����-
6 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
,.
r1
GALLON IF MORE THAN ONE OUTLET
11 X 48 X 10 TRENCH FORMATION
.43
��
(TO BE PLACED ON FIRM BASE)
S� P 11 TANK
`301L S RM N `n
WELL N A
__
SYS T EY (SAS)
ZONE
INDEX
DOUBLED WASHED STONE
ADJUST
FREE OF FINES &SILT
-
SE 18aE�3<� j tr��
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. =
___-_-
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
81-00:
LOT 27
17, 57 .. 5 f
S. F.
p
91
i
~ x
00 s 5
1 �00 GALLON
SEPTIC TANK
0
10.0',
r
SOIL
O
TEST 1 �
-
\
v1
\
\ ,
SOILS
1
o
o
TEST 2
Q
1, Y
Ciif
O
100
F—,
o
o �\ 0.00
SOIL TEST
DATE OF SOIL TEST JANUARY 231, 2013
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY-P._RENAUD
SEERV ! 10 4 H` 1.1 1 ELEV.= 98.4
PERCOLATION RATE _ < 2__ MIN./INCH AT �44--- INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-8"
A
LOAMY SAND
10YR5/1
NO
ROOTS
8-31"
B
LOAMY SAND
10YR6/6
ROOTS
31-132"
C
MEDIUM SAND
2.5Y7/4
NO WATER ENCOUNTERED AT 132' ELEV. _ _ 87.4 _
0 SEVATION HOLE 2 ELEV.=--98.0_
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9"
A
LOAMY SAND
10YR5/1
NO
ROOTS
9-26"
B
LOAMY SAND
10YR6/6
ROOTS
26-120"
C
MEDIUM SAND
2.5Y7/4
NO WATER ENCOUNTERED AT __120" ELEV. = _ 98.0
6 IESIG CAL t.,.A3IONS
I
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT _ NO _
TOTAL ESTIMATED FLOW
( 110 GAL./13R./DAY X 4 BP..) _4-40- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _Q_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1500 GAL.
SOIL CLASSIFICATION _ I__
DESIGN PERCOLATION RATE <_5__ MIN./IN.
EFFLUENT LOADING RATE D,7-4- GAL./DAY/S.F.
LEACHING AREA 626.33 SQ. FT.
(11X48)+(59X2X1O/12)
LEACHING CAPACITY (AREA X RATE) AIM GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY A$ -AS_ GAL./DAY
€ 0I . :
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
I
WITHIN 6" OF FINISHED GRADE.
1
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UN"C R OR = :`;_H N'
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOAD!N,3 S�KALL F.E
t
USED 'UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
r
ANY_MASONARY_ UNITS USED TO_.BRING COVERS TO GRADE SHAL.L____ -
BE MORTARED IN PLACE: _
5. NO DETERMINATION HAS BEEN `",DE AS TO CCMPLiANCE WITH
DEEDED OR ZONING REGULA ,::1 S. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMIN t ""N FROM APPROPRIATE AUTHORITY.
6. UTILITIES .SHOWN ARE A r, ;X(MATE ONLY, EXCAVATION-01clTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR 70 �r,,,a -, �; ^a WORK ON SITE,
5...
7. CONTRA=;; : T" EDIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING '"ORK ON SIT, . ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF ,' E DESIGN ENGINEER
IMMEDIATELY,
8. PARCEL IS IN FLOOD ZONE X
^ ` y✓' 9. LOT IS SHOWN ON ASSESSORS MAP 91N_ AS PARCEL `60
,y a RECEIVE® 1
dj MAR 02 2018 ;
( a.
HEALTH DEPT.
i l,$ 1
P wED
ame Da
& DATE AGENT
a - y
F ;
'110 u 4 j
h/Gh
h
HIGNBANKI
1
BASS
RI VER
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FOR
NP
l MR. 27
203 SETUCKET ROAD
508- P. O. BOX 713 -
55-6900 SOUTH DENNIS, MASS, 0265(
DATE SEPT. 29, 2016' SCALE 1„ _ 20'
REV. FEB. 7, 2018 Job nIQ. 71 0-.56
LOCATION MAP REV. FEB. 26, 2018 SHEET 1 O 1 11 1
C.- S8 PROJ 7210-00 dw 7210-SAS1.DY1G 0 2016 SWEETSER ENGINEERING