HomeMy WebLinkAboutEngineered Plan - 20171,311
TOP OF FOUNDATION
ELEV. = 100.00 10 FT. MINIMUM
(ASSUMED)
3.0+ 4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
"-ELEV.
li
ELEV.
LIQUID OUTLET
DEPTH TEE
HORIZ TEXTURE
4 FEET 14 INCHES
5 FEET 19 INCHES
FROM SLAB
6 FEET 24 INCHES
10YR4/1 NO
7 FEET 29 INCHES
7-23"
8 FEET 34 INCHES
10YR6/2
EXISTING SPOT ELEVATION 00,,C
EXISTING CONTOUR ----GO----
FINAL
---00----FINAL SPOT ELEVATION 00.0
FINAL CONTOUR -1 =0
Sr -IL TEST LOCATION
UTILITY POLE --o-
TOWN WATER =W W -
CATCH BASIN go
GAS LINE
CLEAN OUT C.G.
CESSPOOL C C.P. 0
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
HORIZ TEXTURE
( OLOR MOTT.
10 FT. MINIMUM
FROM SLAB
A LOAMY SAND
10YR4/1 NO
2. ALL COVERS TO SANITARY UNITS
7-23"
CLEAN SAND
10YR6/2
CONCRETE
23-126"
INSPECTION PORT
115Y7/4
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
DESIGN PERCOLATION RATE
< .5-- MIN./IN.
MIN, PITCH 1/8" PER FT.
2" LAYER OF
LEACHING AREA
454�.-02 SO. FT.
(12X26)+(38X2X2)
1/8" TO 1/2"
LEACHING CAPACITY (AREA X RA
-E) 343-36 GAL./DAY
464.00 X 0.74
WASHED STONE
RESERVE, LEACHING CAPACITY
6" AX. 6 MAX.99.57
7. CONTRACTOR IS TO VERIFY
MAX. OR FILTER FABRIC
VENT
WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION
6" MAX.
97.32 MIN.
NOT REQUIRED
8. PARCEL IS IN FLOOD ZONE
X
97.6
-4
10. EXISTING PIT IS TO BE POVPr-ff
N
11. SUITABLE SOIL FOR A DEPTHTi
F 5- BELOW THE SOIL ABSORPTION SYSTEM
r
IS TO BE VERIFIED AT THE
E OF INSTALLATION,
LEVEERS
TEE
REV.
JOB NO.7cnr 'i ;e'--
FLOW LINE
96. 57
0,1
-
1 oll
In c:l
❑
.
-TMIN.
ELEV, 2'0"
0 0
0
0
LEVEL0
0
E C:) 0 0 1:] 0 0 D El E 0
ADD GAS
BAFFLE
ELEV, -M-J-3- 6" SUMP ELEV.
o 0
0 13 11 0 1�1 El 1:1 0 0 0 1-]
o 2'
S. IF, I Ell It.) i -4
0 0
0 0
1
ELEV.
0
0
0
93.82
? 0 c
0 0
ELEV.
(EXISTING)
TO BE WATER TESTED
2. 500 GALLON GALLEYS WITH
4 000 GAULON
IF MORE THAN ONE OUTLET
STONE IN AN
--m
(TO BE PLACED ON FIRM BASE)
12" X 26' X 2' TRENCH FORMATION
:i
WELL -N/A
^
p
-
4.62
ZONE
3/4" TO 1 1/2" CLEAN
C., I A TS 0
INDEX
DOUBLE WASHED STONE
ADJUST
FREE OF FINES & SILT
ISMS)
S[:DA,'AG`,E' D`,S,P!-*)SAL
S5YSTSIN-1 Pf `.ki C)IF"
USGS PROBABLE WATER TABLE ELEV.
I
OBSERVED WATER TABLE ELEV
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV.
95.3
jAN b
13 96.6
j3p,0x 9 7."2
97.5-1-1`
100.0'-
98.8
&-49'2
99.3
99.5
A99.2 : 99.5
% 99.0
'k L07
S. f 99.6,�
11, 000
99.7
99.6
99.2
99.8
fi '00C CALUON 99.5
c, E P 1 i C TANK
D.
10.0
BOX
99.9
9.8 99.7
0 SOIL
` 7-
0 TEST
.5 00
00' 99.8
99.6 26
9 9.6
100.1
100.
99.7
99.7
$ "r, T
DATE OF SOIL TEST MAY31,,_-----
SOIL TEST DONE BY R.._ LCOX & T. HAYES'
WITNESSED BY AVON .ONE--____--rl 0 M C"
VA"P N HOLE 1 ELEV.=-
PERCOLATION RATE -*<__2-- MIN./INPP AT --- INCHES
DEPTH
HORIZ TEXTURE
( OLOR MOTT.
OTHER
0-7"
A LOAMY SAND
10YR4/1 NO
2. ALL COVERS TO SANITARY UNITS
7-23"
B LOAMY SAND
10YR6/2
3R.) GAL/DAY
23-126"
C MEDIUM SAND
115Y7/4
(EXISTING) 1000 GAL.
NO WATER ENCOUNTERED AT
ELEV. 89.2
DEE_Slcll!NF C A L C U
V,:>
NUMBER OF BEDROOMS
3
DISPOSAL UNIT
2. ALL COVERS TO SANITARY UNITS
.GARBAGE
TOTAL ESTIMATED FLOW
WITHIN 6" OF FINISHED GRAD .
1( 110 GAL/BR./DAY X 3
3R.) GAL/DAY
REQUIRED SEPTIC TANK CAPACIT
-6-69- GAL.
ACTUAL SIZE OF SEPTIC TANK
(EXISTING) 1000 GAL.
SOIL CLASSIFICATION
I__
DESIGN PERCOLATION RATE
< .5-- MIN./IN.
EFFLUENT LOADING RATE
-014- GAL./DAY/S.F.
LEACHING AREA
454�.-02 SO. FT.
(12X26)+(38X2X2)
OBTAIN SUCH DETERMINATION
LEACHING CAPACITY (AREA X RA
-E) 343-36 GAL./DAY
464.00 X 0.74
AT LEAST 72 HOURS
RESERVE, LEACHING CAPACITY
AQN-L GAL./DAY
HEALTH D- F7 -Pt I
IV J211i
A,
4
GREAT RE
N
Zi
0
BRAE BURN
%0
POND
C)
OC
uj
th Henith ID-2,partment
vmvli-wlh A -%,K r 1". 7% 1 1
DATE AGENT
1. ALL WORKMANSHIP AND MA
RIALS SHALL. CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RU -ES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL
)F SEWAGE.
2. ALL COVERS TO SANITARY UNITS
SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRAD .
3. ALL COMPONENTS OF THE S
NITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADINC
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.
X IS Ent I
J'Oi�TF� In T ct
5. NO DETERMINATION HAS BEEN
MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION
FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROOMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233
AT LEAST 72 HOURS
PRIOR TO COMMENCING WOR
ON SITE.
7. CONTRACTOR IS TO VERIFY
RADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TOCDMMENCING
WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION
OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
X
9-- -LOT.. IS SHOWN 0& ASSESSO
S MAP. -99-- AS PARCEL
10. EXISTING PIT IS TO BE POVPr-ff
N
11. SUITABLE SOIL FOR A DEPTHTi
F 5- BELOW THE SOIL ABSORPTION SYSTEM
r
IS TO BE VERIFIED AT THE
E OF INSTALLATION,
HEALTH D- F7 -Pt I
IV J211i
A,
4
GREAT RE
N
Zi
0
BRAE BURN
%0
POND
C)
OC
uj
th Henith ID-2,partment
vmvli-wlh A -%,K r 1". 7% 1 1
DATE AGENT
,p-,'� R°- ,!+•. fam A
7 l,
FOR
T)
LOC. Tl� T
X IS Ent I
J'Oi�TF� In T ct
L 1-1 -C
P. 0. BOX 583
508- SOLTH DENNIS, MASS.
564-8379 02660
DATE
MAY 3-11, 2D1 7
SCALE 1 20'
REV.
JOB NO.7cnr 'i ;e'--
LOCATION MAP REV. SHEET .1 OF I
C.- S8�PR0LI�7352-00dwgX7852-SAS1.DWG 0 2017 T. M. HAYES, R.S.