HomeMy WebLinkAboutEngineer Planr -
STANDARD NOTES
1) THIS PLAN IS FOR =INSTALLATION OR REPAIR OF A SEPTIC SYStEM, AND IS NOT INTENDED FOR SURVEYING OR ZONING
PURPOSES. TOP OF
2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE EYWRONMENTAL CODE, YOUNDAY70N
TITLE 5, AND THE TOWN OF --- _�BJV UBSURFACE'DISPOSAL REGULATIONS. EL 99.5±
3) NO DETERMINATION HAS BEEN MADE AS TO COMPLUNCE OF AVAILABLE PROPERTY INFORMA77ON WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) TOWN WATER SERVICES THIS PROPERTY.
5) THERE ARE NO KNOWN PRIVATE WELLS ON THIS PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHN 12" OF FINISHED GRADE, WITH ONE COVER OF THE
SEPTIC TANK BROUGHT 07TRIN 6" OF GRADE. 96.83±
INVERT RE
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCAT'E'D DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION 96.30±
INVERT EL
PUMPING OR REPAID
8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTIONEL
SYSTEM EXCEPT WHEN VENTING HAS BEEN PROVIDED. BOTTOM
9) SEPTIC TANKS; GREASE TRAPS, DOSING CHAMBERS AND DIS7RIBU770N BOXES SHALL BE PLACED ON A 8" STONE BASE
TO ENSURE STABILITY AND PREVENT SETTLING. 18'±
10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADEVG UNLESS THEY ARE UNDER OR WITHIN 10'
OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL RAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAV4770N, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONMURS.
-AR—S! ENCOUNTERED DbWLW THE EMWITION OF THE 5-01-1
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND U77LITIES.
TBM EL = 100.00
Top of Cone. Bnd.
100.00'
N 82,08,40" E (99 8)
(99.0) nN�.
`�
N Proposed Leaching Facility
(96.1) Two 4'x 45'x 0.5'(deep) Trenches
d
I
l (98.3)
(98.6) V1
Propos d 1,500 gal. c
z Septic Tank
(97.7) Tx 1 NOTE:
131 11'� Location of Existing Cesspool(s)
o ,a X/ Unknown
D—Box �� µ Pump and Fill or Remove
0 14f (98.) as Necessary
l (99.
(98.8
9 { COp,C• H- TBM EL = 99.3
BT1Cp 4A Patio
Cor. Conc.
Patio 98.7)
r
(98.8 vert EI,98.83t W
In
Eisting 3 BR (9 .9� .... N
douse ' ...
)
W (TOP
99,w:)
N I WG
t-
w
no
d
�w WG
.W
10 .00'
g 82'0,8' 40 'W ......
- - - - - - . (97.8EEN ' r'y TR
GROUND SURFACE EL 98.5f
,j
�I
GROUND SURFACE AL -_98.5f
OUTLET PIPE LEVEL
FDUT TWO FEET 2.8'± NO VENT REQUIRED 95.7± TOP EL
!4N 2' LAYER VOLMLE WASHED
1/6'- 1/L- STONE
0.5'
EFFECTIVE
95.20± I SmEwALL
INVERT EL
95.48± Leaching 7iench
3/4'- 1 1/2' DOUBLE
(7,gpical) WASHED STONE
INVERT' EL 5.3'±
94.70± 94.51 BOT7VM AZ AT
BOT7YIA(' EL AT
12'±
BEGLNN%G OF TRENCH 89.2± END OF TRENG'H
I EL
EST HIGH GROUNDWATER
45' 1
DESIGN DATA
Number of Bedrooms:
AN
Garbage Grinder:
NO
Design Flow:
i
330
(110 Gal/BB/Day z Number ofl BR)
LI UID LEVEL
Septic Tank:
LE-,
101
(Minimum = Design Flow z 20,0%)
on
Leaching Area:
D-
I4"
/
96.05±
�
(4 Sidewalle z 0 - 5 n. z _4jLn) +
GAS BAFFLE AT OUTLET
NVERT EL
36
95.65±
360
(2 Tranches z __4__n I 45 FL)
10YR616
INVERT EL
6" STONE BASE
1500 Cal . eptic Tank
(Sidewall Area + RoHom Area) z LIAR
(Typical)
I
t4'± i
SAND
,j
�I
GROUND SURFACE AL -_98.5f
OUTLET PIPE LEVEL
FDUT TWO FEET 2.8'± NO VENT REQUIRED 95.7± TOP EL
!4N 2' LAYER VOLMLE WASHED
1/6'- 1/L- STONE
0.5'
EFFECTIVE
95.20± I SmEwALL
INVERT EL
95.48± Leaching 7iench
3/4'- 1 1/2' DOUBLE
(7,gpical) WASHED STONE
INVERT' EL 5.3'±
94.70± 94.51 BOT7VM AZ AT
BOT7YIA(' EL AT
12'±
BEGLNN%G OF TRENCH 89.2± END OF TRENG'H
I EL
EST HIGH GROUNDWATER
45' 1
DESIGN DATA
Number of Bedrooms:
3
Garbage Grinder:
NO
Design Flow:
i
330
(110 Gal/BB/Day z Number ofl BR)
soil
UXtUre
Septic Tank:
1, 1500
(Minimum = Design Flow z 20,0%)
on
Leaching Area:
(MameD)
Sidewalk•/�
98
�
(4 Sidewalle z 0 - 5 n. z _4jLn) +
LOAMY SAND
(4 Rndwnlls z D--d-Ft z 4-n)
36
Bottom i
360
(2 Tranches z __4__n I 45 FL)
10YR616
Long Term Acceptance Rate (LTAR):
Leaching Area Design Capacity:
339
(Sidewall Area + RoHom Area) z LIAR
2.6Y6/6
i}
Q
of
ti
LOCUS MAP
38 Evergreen Stre
S. Yarmouth, MA
DEEP OBSERVATION
DOLE LOG
Test
Hole #1
(EL =
98.7. ±)
t�.
�>Pn)
tt)
Ho
soil
UXtUre
soil
color
on
(MameD)
12
97.7-t
A
LOAMY SAND
IOYR31
36
95.71
B
LOAMY SAND
10YR616
132
87.71
C
FINE -MED
2.6Y6/6
SAND
Deep Obs Hole Date:
APR 26, 1997
Soil Evaluator.
RICHARD LEARNED
Witnessed By:
R JUDD
Pere Rate:
< 2 HIN/IN 0 6.6'
Soil Survey Description:
CARVER
-Geologic Material:
OU7VASH
Depth to Standing Water: 120'•
Depth to Weeping Water.
NA
Depth to Mottling(Color):
NA
Ist Seasonal High GW:
114"
USGS Observation Welk
" 29
Date of Last Measurement APR 22. 1997
Comments:
PROJECT LOCATION
ASSESSORS MAP 29 LOT NI -215
APPLICANT -
Andre Camire
Princeton Road
Sterling, MA 01564
MAY 2 1497
HEA H DEPT
PREPARED BY
.4 & M Land Services Cape—Tech Environmental
33 Old Main Street P.O. Box 1541
South Yarmouth, MA 02684 Brewster, MA 02831
(608) 398-2121 Fax 394-9842 (508) 896-4898
SCALE 1 " = 20' DATE.• May 19, 1997
REV.
DWG. NO. T2037A SHEET 1 OF 1