HomeMy WebLinkAboutEngineered Plan - 2002TOF= 100.00'+/-
F.G. =99.00' +/-
1CHEUULT%0
2
11 = 96.91'
12 = 97.25'
EXISTING
BUILDING
10,
25'
1.5'-2' CRUSHED STONE
COVER TO BE WITHIN THICKNESS VARIES TO ENSURE—
_.__
6" OF FINISHED GRADE MAX. 3' COVER
9" MIN. COVER TYP.
COVER TO BE WITHIN
6" OF FINISHED GRADE WATER TESTED FOR LEVEL
2' LEVELMINIMUM 2" PEASrONE
3' MAX. COVER
4" SCHED..
.s,;;;{�, . PVC PIPE
S=.01 FT/FT
0
YARMOUTH
N
1
n
t 14 2+ I.f. ,
10" - S=.01 FT/FT
11.50+/- i.f. LOCUS MAP
® ME= ® Ica ® ,
4•.. 96.56' 96.54 96.37' _— NOT TO SCALE
GAS BAFFLE
PLACE SEPTIC TANK AND 96.27' 94.27'
�•. , . DIST. BOX ON 2 32 _ 2
MECHANICALLY. COMPACTED
3/4" TO 1 1/2"
-�—SOIL. OR 6" OF STONE _ 3_FLOWDIFFUSORS H-20
DOUBLE WASHED STONE
96.81'
PROPOSED 1500 GALLON DISTRIBUTION $_'Xas ' _5 'MIN
BOX ENGINEER
SEPTIC TANK
H-10 ELEVATION ❑INV FIELD,
GROUND WATER
H-10 BOTTOM OF TEST HOLE 89.50' 89.27'
SEPTIC SYSTEM PROFILE
NOT TO SCALE
NOTES:
45` E
N 81° p3
IF-LEP SNE. --_.
UNDERGROUND IRRIGATI❑N
WELL ,99X8
PA I❑
GARAGE
(SLAB)
BM T❑F �!
z = 100.00' PORCH I1
KITCHEN 0
N 10
m
N DINING HOWERUTDOOR
�\ WATER (FULL BASEMENT)
LIVING
BATH
BED BED 98X97
1•§G
81° 03' 45` W
100.00' S
PLAN REFERENCE, YARMOUTH GIS - PLAN ❑F LAND IN
YARMOUTH BY SCOTT ASSOCIATES DEC. 29. 1965 :33984A
SHEET 4
CB FND
lnaM-50
O
BIRCH
SHRUB FENCE
1� 0 "
1500 GA T NK
1 1,-8' X 6' LEACHING
APPROX. LOCATION ❑F
EXISTING CESSPOOLS
0
IA
N
�� om
cn
m
O
INE
NOTE:
1. EXISTING GRADE TO REMAIN
UNCHANGED,
2. PROPERTY HAS IRRIGATI❑N SYSTEM,
CONTRACTOR SHALL COORDINATE REPAIR
PRI❑R TO CONSTRUCTION.
aft =91.34'
1. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO
310 CMR 15.00 (TITLE 5)AND THE TOWN OF _YARMOUTH
BOARD OF HEALTH REGULATIONS.
DATE: 1/30/02 HEALTH DEPT.: AMY VON HONE 2. ALL PIPES SHALL BE 4" SCHEDULE 40 PVC
rEsr HOLE t GSE=l 100.00' solL EVALUATOR: TODD LABARGE 3. THE DISTRIBUTION BOX SHALL BE WATER TESTED TO '
DEPTH FROM
SURFACE
(INCHES) !
SOIL HORIZON
SOILTEXTURE
(USDA)
SOIL COLOR
(MUNSELL)
SOIL MOTTLING
OTHER
(S ONES,REiC)
0-4
FILL
-FINISHED GRADE.
y
12. SEPTIC TANK TEES SHALL CONFORM TO MASS & LOCAL
0-12
A,,
LOAMY
10YR 3/3
—
13. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO
SAND
14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT
12-32
Bw-
LOAMY
1OYR 5/6
-
15, EXISTING LEACHING CESSPOOLS, SHALL BE REMOVED
SAND
32-126. ;
C -_,
FINE
1 OYR 7/8
—
R
SAND
INSURE LEVELNESS AND EQUAL FLOW.
* 4. THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES
AND SEWER LINE ELEVATIONS PRIOR TO INSTALLATION.
5. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL
EXTEND 5' LATERALLY BEYOND S.A.S.
6. VERTICAL DATUM - ASSUMED T.O.F. = 100
7. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER.
8. ALL PRE CAST UNITS ARE TO BE PLACED ON 6" MIN.
CRUSHED STONE, MECHANICALLY COMPACTED.
z- '=(vftl�i:-PIPE`-SLOPE -.1 /&-[N/-FT- -f%4-(N/F-f 'PREERR
FED. - -
10. ALL CONSTRUCTION DETAILS ARE TO CONFORM TO STATE
OF MASS. ENVIRONMENTAL CODE (TITLE 5) AND LOCAL
GROUND":.WATDR=NOT, ENCOUNTERED PERC AT
10.5' 89.50'
70
REGULATIONS.
wv
OF.TEST HOLE AT EL_v.
eoTroM <9"@
14:35
11. ALL MANHOLE COVERS ARE TO BE WITHIN 6" OF
.
-FINISHED GRADE.
y
12. SEPTIC TANK TEES SHALL CONFORM TO MASS & LOCAL
' REGULATIONS.
13. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO
MASS. & LOCAL REGULATIONS.
14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT
EXCEED 3'.
15, EXISTING LEACHING CESSPOOLS, SHALL BE REMOVED
ACCORDING TO LOCAL REGULATI❑NS
R
DESIGN CALCULATIONS:
NUMBER OF BEDROOMS:
--3
GARBAGE DISPOSAL UNIT: NONE
- APPROVAL ENT -
TOTAL ESTIMATED FLOW:
2,
( .110 GAL./BEDROOM/DAY X 3 BEDROOMS
REQUIRED SEPTIC TANK CAPACITY= (200%) _
_ 660_ GAL.
DESCRIPTION lDrawnChecked
ACTUAL TANK.. SIZE: _1500 _ GAL.
,Date
REVISION S
LEACHING AREA REQUIRED;
SEPTIC SYSTEM UPGRADE DESIGN
- - _
SOIL CLASS 1
PERC ,RATE - <_ a-- MIN/IN.
MR. & MRS. DESHAW
- LTAR - IZ4_- GPD/FT
AT
330 _ PFD / 0.74 GPD/S.F. _ _ 445_95 _SF
USE _ 446 -SF
42 WILSON ROAD
IN
LEACHING CAPACITY:
YARMOUTH
4 FLOW DIFFUSERS WITH 2' OF STONE ALL AROUND & 1' UNDER
SIDES= [ 88 ' x 2 '_']
_ _176 _ SF
—
SCALE: 1 — 20' DATE: FEBRUARY 19, 2002
BOTTOM= [ 8 _' x _36 _'] _
_-�$$_ SF
LA BARGE a IE c 1E0 M IE
TOTAL AREA =
__��4_ SF
° TOTAL CAPACITY = 464 SF * .74 GPD/SF
= 343.3 GPD
ENGINEERING&CONMCING,INC.0
b��AR 2 9 202
�� Mns� urr.i. Rn
S ITE I LA I V
— _
20,
CONTACT
C❑TTINGI
INF-❑RMATI❑N
393-8000 DESHAWI
-
398-8725
DRAWN BY: SEM
CHECKED BY: TAI
.
y