HomeMy WebLinkAboutEngineered Plan - Rev. 2016TOP OF FOUNDATION
ELEV. = 100.00_,,
(ASSUMED)
0+
DIQ TD
4 FEE
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
7 MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. = 9500'-
ELEV.
OUTLET
TEE
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
47
LEVEOL RS I TEE.
FLOW LINE
ELEV. _ _ 4.G � 2'0��
-`� - LEVEL
GAS ELEV. _ _ 91.67_ 6' SUMP ELEV. = _91.50
BAFFLE Grp � }3
1 DISTRI13Ti l0t°l ELEV. =
B, -oL5a_-/
-0 BE PLACED ON FIRM BASE) TO BE WATER TESTED
r C",t', t" 4 IF MORE THAN ONE OUTLET
c.�, s1:' R �,! (TO BE PLACED ON FIRM BASE)
,�a. F- TIC € � a 116 3/4" TO 1 1/2- CLEAN
DOUBLE WASHED STONE
FREE OF FINES & SILT
NOT TO SCALE
CLEAN SAND
HORIZ
INSPECTION PORT
CLOR
LOAM AND SEED
MOTT.
2" LAYER OF
0-5"
1/8" -; TO 1/2"
LOAMY SAND
WASHED STONE
5/1
85.0 MAX. OR FILTER FABRIC
VENT
5-22"
82.75 MIN.
NOT REQUIRED
1
Z
ROOTS
22-136"
C
MEDIUM SAND
2.
92.00
SCALE 1 " 20'
DATE SEPT:..: 7,
REV. OCT.. 17, 2016
o a ,. o
o f o 10"
0
ELEV. _ _g0.67
6 HIGH CAPACITY INFILTRATORP WITH
STONE IN AN
1
11' X 48' X 10" TRENCH FORMATION
z
.00
�,��qy,`g RP"'^ : `"
F,1 ^► �.i t 3
WELL NA_ .
e,:,'�l:3,ra e.• s
ZONE
,f 1-A S ;tliN
INDEX
UST _
USGS PROBABLE MATER TABLE ELEV. =
OBSERVED WATER TABLE ( / /• ) ELEV. =
BOTTOM OF TEST HOLE ELEV. =
r '^
LOT 25
`" 15, 000.0 f S. F.
Y SOIL DDI
v,
EST
1500 GALLON Ory ' �'` 98.2
SEPTIPTANK401)
r
P is 94.9
x 93.0; ry
93.1 96.6
q3.1
I
frfrEXISTING SPOT ELEVATION 00,0
!
EXISTING .CONTOUR --- 00----
FNAL SPOT ELEVATION nzJ OJ
i TOV"N! '4't'A i ER -W
CATCH BASIN �f j
GAS LINE G "
CLEAN OUT C•0--�"'"-"
CESSPOOL_ C.P.0
i
} 93.0
B 0 X
I
1
"�- 3_95.7
5
•!96.8
�, do8 96.8 96.8
.,0?RL_ TE T
DATE OF SOIL TEST AUGU T 10y 2016
SOIL TEST DONE BY SWEE ER ENGINEERING
I WITNESSED BY _AVON H NE _
SSERVA I ONI HOLE 1 ELEV.=-94.0-
I PERCOLATION RATE _ <_?__ MIN./INC AT ---2Z-- INCHES
DEPTH
HORIZ
TEXTURE
CLOR
10
MOTT.
OTHER
0-5"
Ap
LOAMY SAND
1
5/1
NO
ROOTS
5-22"
B
LOAMY SAND
1
7/4
ROOTS
22-136"
C
MEDIUM SAND
2.
Y8/1
SCALE 1 " 20'
NO WATER ENCOUNTERED AT _ 136"
ELEV. = _8267
93.58
92.16
32.67
DESIGN CAS ULA f ONS
NUMBER OF BEDROOMS _ 4
GARBAGE DISPOSAL UNIT _
TOTAL ESTIMATED FLOW
( 110 GAL/IBR./DAY X BR.) VA_ GAL./DAY
REQUIRED SEPTIC TANK CAPA ITY _11,1_ GAL.
ACTUAL SIZE OF SEPTIC TAN 1000 GAL.
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE :5_5- MIN./IN.
EFFLUENT LOADING RATE x,7.4- GAL./DAY/S.F.
LEACHING AREA 626,33 SO. FT.
LEACHING CAPACITY (AREA X RATE) Mia GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY" GAL./DAY
N TEC:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES A tD REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SE VAGE.
2. ALL COVERS TO SANITARY UNITS S •TALL BE BROUGHT TO
VATHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITAR SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING .UNL S THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING ARI AS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY. UNITS USED TO B ING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MA AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. WNER . / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM. APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATI 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
CONDITIONS PRIOR TO COMM! C;NG WORK_ ON SITE _ANY VARIATION. _
IS TO BE BROUGHT TC THE ATTEN IOt� Off' 1HE-L'cS�GN ErdG{NEEF2-
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE _ X
9. LOT IS SHOWN ON ASSESSORS MA101 AS PARCEL
10. ALL EXISTING SEPTICS ARE TO BE PUMPED AND EITHER BACKFILLED WITH
SAND OR REMOVED.
/ox/w T .',�,,
ia�oar�Ieai�b IDepr4®e>mt
= LSI P
h -me date
' RECENED
rev 22 2316
HEALTH DEPT.
A\:
DATE
AGENT
10
FOR
ir
LOC. �
1�7 19
.
203
508
385--6900 SOUTH
F.S. it'. -M aN /' -'•k i N:zi �.»rw•3 3
SETUCKET ROAD
P. 0. BOX 713
DENNIS, MASS. .02660
016
SCALE 1 " 20'
DATE SEPT:..: 7,
REV. OCT.. 17, 2016
JOB N0. 74- - 0
ti
F_ LOCATION MAP � REV. ![SHEET -1 OF i
- C.• `S8�PR0J;7742-00`dw 7742-SAS.DV-, 02016 SWEETSER ENGINEERING