HomeMy WebLinkAboutEngineered Plan - Rev. 2003TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV. 103.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
% 4" SCHEDULE 40 PVC PIPE
�� //7
/ / 7 iAIN. PITCH 1/8" PER FT.
CLEAN SAND Unit Ur ,Uig
SOIL TEST DONT
INSPECTION PORT WITNESSED BY
LOAM AND SEED 0 VATION HOM 1 ELEV.= 99.80
2' LAYER OF PERCOLATION RATE __<,_ 2 MIN./INCH AT _ 48 Ii•
LEGEND:
EXISTING SPOT ELEVA'
EXISTING CONTOUR --
FINAL SPOT ELEVATiOf
FINAL CONTOUR �r
SOIL TEST LOCATION
UTILITY POLE
4,50
TOWN WATER -W--W��
4" CAST IRON PIPE
CATCH BASIN
"
-
1 8 TO STONE
WASHED STONE
00.00 MAX
VENT
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
OTHER
DEPTH
HORIZ TEXTURE
COLOR MOTT.
OTHER
SCALE
REV. OCT. 7, 2003
e NO.. 5830-Q0
(OR EQUAL) MINIMUM
LOCATION MAP
(rev. -�
FSHEET 1 OF 1
97.75 MIN.
NOT REQUIRED
0-3 0
ORGANIC
NO
0-2
0 ORGANIC
NO
PITCH 1/4" PER FT.
z
TEE
3-5 E
LOAMY SAND
10YR4/2
2-4
A/E LOAMY SAND
i0YR3/1
ELEV. _ 911.50
FLOW UNE
"
STS
`
5-30. B
LOAMY SAND
10YR5/8
4-36
B LOAMY SAND'
10YR6/8
_TMIN.
LEV.
97.70 VOEL
o 0
°
0�
o n� _ o
o
°
10'
o
$5.67
30-120 C
MEDIUM SAND
2.5Y6 4
/
36-135
C MEDIUM SAND
2.5Y6/4
ELEV. _ 97.95
GAS
ELEV. =
96.67 6" SUMP ELEV. .50
_ �_
o
- 10 =0 o - - -�
°
ELEV.
a
BAFFLE
�
DISTRIBUTION
LIQUID
OUTLET
ELEV.J
v
BOX
4 HIGH CAPACITY INFILTRATORS WITH
DEPTH
4 FEET
TEE
14 INCHES
(TO BE PLACED ON FIRM BASE)
ME
TO BE WATER TESTED
STONE IN .AN
.
z
7,72
5 FEET
6 FEET
19 INCHES
24 INCHES
1500 GALLON
.
IF MORE THAN ONE OUTLET
11 X36 X .10 TRENCH FORMATION
g
7 FEET
8 FEET
29 INCHES
34 INCHES
SEPTIC TAt�I�
(TO BE PLACED ON FIRM BASE)J
^ Tt
SOIL ABSORPTION I IOI�I
ZON NA NO WATER ENCOUNTERED AT 120« ELEV. n Rg.80
ZONE
NO WATER ENCOUNTERED AT 1115" ELEV. _ 7_QS
3/4" TO 1 1/2" CLEAN
SYSTEM (SAS)
INDEX
_
DOUBLE WASHED STONE
ADJUST
FREE of 'FINES& SiLT
DESIGN CALCULATIONS
SE1�aGE DISPOSAL SYSTEM
PROFILE
USGS PROBABLE WATER TABLE ELEV. _ "
NUMBER OF BEDROOMS 3
NOT TO SCALE
OBSERVED WATER TABLE ( / / ) ELEV. _
4
GARBAGE DISPOSAL UNIT NO
BOTTOM OF TEST HOLE ELEV. _
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 3_. BR) _.4_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY -6¢0- GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL. .
SOIL CLASSIFICATION 1
DESIGN PERCOLATION RATE . S_0. MIN./IN.
EFFLUENT LOADING RATE,_ GAL./DAY/S.F.
LEACHING AREA 414 33 SO. FT.
(11 X30)F(47X2X1 O/12) _/�
LEACHING CAPACITY (AREA X RATE) 351.00 GAL:/DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY 1M GAL./DAY
99.7 -��
(�} [ ;
MOTES:
IU) It a
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TiTLE 5 , AND THE TOWN'S RULES AND REGULATIONS FOR THE
APR
SUBSURFACE DISPOSAL OF SEWAGE.
2.
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
aE._T`:
WITHINFINISHED GRADE.
gY� ___ __ .. -.. -.
3.
COMPOOF
SOF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE OR WITHIN
Q.
.UNDER
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL. BE
USED UNDER OR WITHIN 10 FT. OF DRIVES VE OR PARKING AREAS.
`�
/
t;.
4.
ANY MASONRY. UNITS USED TO BRING COVERS TO GRADE SHALL BE
1r�`'
10xl�/ /
MORTARED IN PLACE ,
/ O00
/ ^
5.__
NO DETERMINATION _HAS BEEN .MADE _AS TO COMPLIANCE_.. WITH _ .----
/DEEDED
\
OR ZONING REGULATIONS. OWNER / Af PLICANT IS TO
�'3
\
j
OBTAIN SUCH DETERMINATION FROM APPROPRIA f'E AUTHORITY.
1 /
\
/
\
6..
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAPYATiON :
PK #A+tiM7
PK NAa SE7 A'V �.
/
,
\
�
��
CONTRACTOR IS TO CALL 'DIG -SAFE" AT 1-888-344-7233
U AXr 17 M/vs
�0 / O
100.5
/ \ \ 8.6 $_
AT LEAST 72 HOURS PRIOR TO COMMENCING WORK, ON S1 TE. .
0
0.
!�
�)(`�1
7.
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL
f
x.0.8
/ /
/ \ \
\
/ \ �� ��
i '�
AS SITE CONDITIONS PRiOR TO COMMENCING. :ON SITE.
100
�/
/ \
X_
J
ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF
1
99.799.9 /�
\ '� ��
.
THE DESIGN ENGINEER IMMEDIATELY.
op
x 6
8.
PARCEL IS IN FLOOD ZONE C
a \
J�
/ _
TEST 2
9.
LOT IS SHOWN ON ASSESSORS MAP _ 22 AS PARCEL 219
LEGEND:
EXISTING SPOT ELEVA'
EXISTING CONTOUR --
FINAL SPOT ELEVATiOf
FINAL CONTOUR �r
SOIL TEST LOCATION
UTILITY POLE
71) 40
TOWN WATER -W--W��
ROUTE 28
v�
0
Q
CAR
LOCUS
WEBS rER ALDEN
CATCH BASIN
PROPOSED SEPTIC DESIGN
FOR
JAIM S MARTIN
GAS LiNEG
�P
CESSPOOL
TS 147 148, STANDISI� A
7ie S 1 YARMOUTIL MASS.
CLEANOUT -ems"
C. 0.
10: A NEGATIVE GRADE OF .3/4' PER -FOOT SHALL BE MAINTAINED FOR A
MINIMUM OF 15 AWAY FROMTHE THE FOUNDATION.
i 6��1_1. A VARIANCE OF 2' IS REQUIRED FOR THE .TOP OF FOUNDATION TO BE
Lti EVEN WITH. THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE.
� f ttN OF 441s 12. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
s' t� FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND. BEREPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
T. A.
AS
N 619 (�
APPROVED: BOARD OF HEALTH
r s, ITAR\I�
DATE AGENT
C. \ S8 \PRO✓ 5830-00
02003 SWEETSER_ ENGINEERING I
ROUTE 28
v�
0
Q
CAR
LOCUS
WEBS rER ALDEN
PROPOSED SEPTIC DESIGN
FOR
JAIM S MARTIN
TS 147 148, STANDISI� A
7ie S 1 YARMOUTIL MASS.
S 14 wVGAW MWG
235 GREAT WESTERN ROAD
508- P. 0. BOX 713 .
398-3922 SOUTH DENNIS, MASS. 02660
DATE SEP 30, 2003
SCALE
REV. OCT. 7, 2003
e NO.. 5830-Q0
LOCATION MAP
(rev. -�
FSHEET 1 OF 1
C. \ S8 \PRO✓ 5830-00
02003 SWEETSER_ ENGINEERING I