HomeMy WebLinkAbout83-1045 - Site PlanSOIL TEST
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3
-Zcl-q I I - Z'j -
DATE OF TEST DATE OF TEST DATE OF TEST
WITNESSED BY D r`l WITNESSED BY WITNESSED BY
PERC. RATE MIN./INCH PERC. RATE — MIN./INCH PERC. RATE —MIN./INCH
ELEV.= 31.y ELEV= 31 ELEV.=
o
TCP a - -00 70P 4 SVES01L.
30 u-, 29.1 30 0.= 29 I
Co bl -- zc, 6o ck.. Z6_6
CLAY CLAY
CG CL. ".1
AL -T P.M "'i D T_Ay 14 e,4
FtlAC S -W:) 0
TOP OF FOUN
EL = !>3 0
( E-9 us -n >A (, )
H1111
Hl"
H
GAL
EL,,18.e.
CLc11A,
GAL.
� VATER--:AT_-----Z—ELt-�
WATER
WATER AT—EL=
LEACHING AREA REQUIREMENTS
a
S I D E'Y%?,'% L L AREA z ` GAL./S.F.
BOTTOM AREA I I, GAL./S.F.
7
LEACHING CAPACITY (BOTTOM + SIDEWALL)
Y-TC
GAL.
lr� '0
Lf NDtra6
RESERVE L EACH ING CAPACITY.......
GAL.
........
10 FT MIN.
4. 4' CAST IRON (OR -
EQUAL) PIPE -MIN.
PITCH 1/4" PER FT
IEL=
(mT,_1It1Vm)
EL=
20 FT. MIN,
CONCRETE
COVERS
12" MA
FLOW LINE
10"
MIN
GAL
SEPTIC
TANK
4" SCH 40 PVC
PIPE - MIN, PITCH
1/8" PER FT
EL= z7
EL= Zi,
21 0
LEVEL
EL
DIST EL=
BOX
PRECAST LEACHING
BASIN / GALLEY OR
EQUAL
U
CLEAN SAND
CONCRETE
COVERS
2% MIN.
c\j
EL= 2C, L
EL= 7 2C,
—
RP 4 N PROFILE OF
BOTTOM OF TEST HOLE OR ----
:OBSERVED: -WATER ---TABLE- EL =
SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE EL =
Lo T s
NOT TO SCALE
01 / /
0
A
FRAME a COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND7 WHICH ARE TO BE MORTARED
IN PLACE
'k- 31 it Lir j7
MSL 0, j
_2" LAYER OF
1/8"- 1/2" WASHED
rSTONE
fk)
0 T,
0
f 0
A,
LIJ
WASHED STONE
"s
LLJ LLJ
0
t L r PRECAST LEACHING
BASf N GALLEY OR
't, �-24" DIA. COVERS----/ 0 0 0 EQUAL
A
PLAN' VIEW
'A
—F
-04
-FRAMES 8 COVERS SHALL
/V BE SET WITH MASONRY UNITS
WH !CH ARE TO BE MORTARED
It
IN PLACE
INLET LEACHING FACILITY
10 3 M I III, OUTLET
NOT TO SCALE
6"mm
'pl REMOVEABLE COVER
0t 10"MIN. UT LET PIPES
AS REQUIRED
J
N.
N
4 FT MIN. b INLET
r i FLOW OUTLET
S LIQUID„LINE
D"PTH
6
if 2
INLET TEE PROVIDED
PER SECTION 15.10.2
TITLE 5
CROSS SECTION VIEW OUTLET TEE NO. OF OUTLETS:
7
LIQUID DEPTH TEE DEPTH
N 1\ SEPTIC TANK DETAIL BELOW FLOW LINE
4 FT. f4 INCHES
DIST. BOX DETAIL
NOT TO SCALE 5 FT. 19 INCHES NOT TO SCALE
6 FT 24 INCHES
7 FT 29 INCHES
8 FT 34 INCHES
V. 0S 4 U-0CLO s'Jf' C_ C TnT-10 -rV RC- 6y t'?CAVA
T.) Ur. CQC,1,_(_b i -j COW ca,,,;eq -L C�InC L_ FA G
DESIGN CALCULATIONS WHCC_t� CrZO% r Ty
To C
NUMBER OF BEDROOMS
TIC P�'IOV T-0 PC�'!Alti UNTIL
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLCVy'
GAL / BR./DAY x BR. GAL./DAY
�7
RF SEPTIC TANK CAPACITY,
101PSIATO
'A "' 0
R3 'co 112
[E Ig
GAL
9/9/87 1
ACTUAL SIZE OF SEPTIC TANK.._..........
GAL.
LEACHING AREA REQUIREMENTS
a
S I D E'Y%?,'% L L AREA z ` GAL./S.F.
BOTTOM AREA I I, GAL./S.F.
7
LEACHING CAPACITY (BOTTOM + SIDEWALL)
GAL.
RESERVE L EACH ING CAPACITY.......
GAL.
........
W,l
RICHARD
NH
X
101PSIATO
'A "' 0
R3 'co 112
[E Ig
FORM
9/9/87 1
a
7
)CATION MAP
LEGEND:
EXISTING SPOT ELCVATION OOxp
EXISTING CONTOUR - - - - - - -
FINAL SPOT ELEVATION ffq
FINAL CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT (>
TOWN WATER JA/
CATCH BASIN
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF RULES 8 REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN I?” OF FINISHED GRADE
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4. NO DETERMINATION HAS BEEN MADE BY THIS
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY,
5.THIS PLAN IS VALID IF IT IS STAMPED AND
SIGNED IN RED. , THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINED
ON COPIES WHICH 00 NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6. ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE 05 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
7 SETBACK REQUIREMENTS (MINIMUM)
FRONT — SIDE — REAR
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
`�70E' `OVIO LAKIDItA6 YAO MOJTH, 114
APPLICANT:
vc-
and Use
Tec17no/oy, /rbc.
FORMERLY R J OWEARIV , IAIC. )
Engineers -Land Surveyors - SonitoriGns
35 ROUTE 134 - UNIT 3 - P 0 BOX 237
SOUTH DENNIS, MA.
REVISIONS;
C-90 CT -
SCALES
DATE:
Il- 30 - ell
DR. BY: r
JDA
APPD. BY,:
JOB NO.
,1 ell
S HEET OF
X
101PSIATO
'A "' 0
R3 'co 112
[E Ig
FORM
9/9/87 1