HomeMy WebLinkAbout83-1677 - Septic DesignQ
BVW 3 ✓ �'" BVW 4 6.5
NqZ
o
8.3 ZCiAE8����"`�\ �\
LOT 211 215
1 E
i
__ kq AL
130 -
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-3
0
ORGANIC 10YR2/2
NO
FRIABLE
3-10
A
LOAMY SAND 10YR4/1
20 FT. MINIMUM FROM CELLAR
CLEAN
10-25
B
TOP OF
FOUNDATION
C
25-120
10 F7. MINIMUM FROM SLAB OR CRAWL SPACE
MEDIUM SAND 2.5Y7/4
t� LP'►
DESIGN CALCULATIONS
D
Eby i
21.10
10 FL MINIMUM
GRAVEL
.SAND
GJ V
NUMBER OF BEDROOMS
4-
CONCRETE
COVERS
LOAM AND SEED
GARBAGE DISPOSAL UNIT
-�"0--
4' SCHEDULE 40 PVC PIPE
-
TOTAL ESTIMATED FLOW
( 110 GAL"/BR./DAY X BR.)
_444_ GAL./DAY
T--
MIN. PITCH 1/8' PER FT,
2" LAYER /2
1/$" TO 1/2 '
REQUIRED SEPTIC TANK CAPACITY
_E80_ GAL
1500 GAL
MAX "
WASHED STONE
20.25 MAX.
ACTUAL SIZE OF SEPTIC TANK
�
4" CAST IRON PIPE
M " A
18,00 MM.NOTTREQUIRED
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
--1--
< `3__ MIN./IN.
3.50(OR
EQUAL) MINIMUM
Z
EFFLUENT LOADING RATE
_D Z% GAL/DAY/S.F. 90p O"
PITCH 1/4" PER FL'
PIT
�
LEACHING AREA
1503.00 SO. FT.
°
(12X35)+(47X2X2
LEACHING CAPACITY ?AREA X RATE)
449,22 GAL./DAY
SLAB ELEV. 12.10
FLOW LINE
17.25
❑D❑0❑O❑o0C1D
10"
_ QO8.00 X 0.74
RESERVE LEACHING CAPACITY
44� 92 GAL./DAY
ELEV. 17.80
------
_ �M1N.
ELEV = 18.93 LEVEL
o 0
e °
0
CIO ❑ ❑ t7 d ❑ ❑ ❑
ELEV." _ 17.18
ELEV. = 18_91 6�L]SUMP -ELEV,= 18.74
0 o
0 0 0 0 M 0 0 M O Cl 0 o 2'0
0
I BAFFLE
DISTRIBUTION
IlB1U ELEV. _
° ° °
❑0000000000 ° °
°
74.50
LIQUID
OUTLET
BOX
°°
°
ELEV. =
TEE
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
3 - 500 GALLON GALLEYS WIT HWELL
= 6.8
4 FP EET
5 FEET
14 INCHES
14 INCHES
c r IF MORE THAN ONE OUTLET
`��� GALLON
STONE IN AN
12' X 35' X 2' TRENCH FORMATION
i
ZONE
INDEX
• 6.5
j
6 FEET
7 FEET
24 INCHES
19 INCHES
(TO BE PLACED ON FIRM BASE)
SEPTIC TANK
ADJUST
1
I
8 FEET
j/4 TO 1 1/2' CLEAN
R
SOIL ABSORPTION
3D
DOUBLE WASHED STONE
SILT
�!i
SYSTEM STEM SAP)
FREE OF FINES &
-
QO
J
FIL
SEVIAGS DISPOSAL SYSTEM PROE
OBSERVED WATERUSGS WATER / BL) ELEV. _
`
(V
NOT TO SCALEE{
BOTTOM OF TEST HOLE ELEV. _ _S12Q
0
NOTES:
-
.
f.. Q4
SOIL TEST 1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 70 D.E.P,
•
C9
DATE OF SOIL .L1_4�$ _2RP4_�
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
7.0
SOIL TEST DONE BY SWTSER EN�IEjpgG
BYFI�A�€RZY 2.
THE SUBSURFACE DISPOSAL 0E SEWAGE.
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
\� V BVW 5
WITNESSED
HCH 1 ELEV.= 19.20
WITHIN 6" OF FINISHED GRADE.
OF THE SANITARY SYSTEM SHALL BE CAPABLE 0, E
Q
09S�VAMON 3.
ALL COMPONENTS
'
\?
- --7A.
PERCOLATION
RATE ___:5_2 MIN./INCH IN C HORIZON
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
NG cUAl I BE
Q
BVW 3 ✓ �'" BVW 4 6.5
NqZ
o
8.3 ZCiAE8����"`�\ �\
LOT 211 215
1 E
i
__ kq AL
130 -
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-3
0
ORGANIC 10YR2/2
NO
FRIABLE
3-10
A
LOAMY SAND 10YR4/1
B
LOAMY SAND
10-25
B
LOAMY SAND 10YR4/6
25-120
C
25-120
C
MEDIUM SAND 2.5Y7/4
POCKETS OF
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADI
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.
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. _ C
__•
_
S. PARCEL IS IN --FLOOD .ZONES ABEL 10)._ @,
9. LOT IS Sta^ e: ': ASSESSORS MAP -_ AS PARCEL
10. EXISTING Si CCTURES, SEPTICS, AND UTILITIES ARE TO BE
_ RE?JOVED FROM THE SITE
18'6 NO WATER ENCOUNTERED AT 19n* ELEV. - a 20 11. ALL UTILITIES ARE TO BE REPLACED WITH NEW SERVICES.
• 18.9 \ f 12. ORVEW'AY IS TO BE: NEW AND CONSTRUCTED OF STONE.
13. ALL DISTURE'D AR -AS ARE TO BE REVEGETATED.
MS MATIM H(YX Z ELEV.= 20.30 14, THE HA.YBALE WORKUM T IS TO BE INSTALLED PRIOR TO COMMENCING
x 18.7 Q \ \. - - _ PERCOLATION RATE < 2 MIN./INCH AT 63 INCHES ANY WORK ON SITE.
\' .0 \
• 19.6 j- � \
20.7
'21.5 ✓ Qp \ \
/ \
PaRQ4
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-8
A
LOAMY SAND
10YR2/1
NO
8-25
B
LOAMY SAND
10YR4/6
25-120
C
MEDIUM SAND
2.5Y7/8
POCKETS OF
GRAVEL
N
�i APPROVED: BOARD OF HEALTH
NO WATER ENCOUNTERED AT _120*_ ELEV. 10.10
'- -�\ �� `~< ��•-
DATE AGENT
moo_ PROPOSED 5EP'NIC DEBIO'�T
r
• I% �E �//`Vo ry FOR20.4,SOIL o• -AAA ROUTE 28
1500 GALLON E. AIN
TEST RESR B.CP
SCIAtEWI
SAS SEPTIC TANK TF vb
a
SOIL � } 16 ` L� ,'TSjj CgSi.a. TEST 1 , r LOC.
o 00 5 4
-`
*o , �s
r
LA/CV�7
y yrrt MYSIss.
0 3 a o�000 S9vi7�t�^a { i 1®lJs�.
9 p o 5 ao't L'.
m cs
f z i z 7417
235 GREAT WESTERN ROAD
z 508- P. O. BOX 713
a = SOUTH DENNIS, MASS. 02660
/ '
LEGEND: � � 398-3922
NAIL /lV TREE � EXISTING SPOT ELEVATION 00x0. RSE
EX'S'1NG CONTOUR ----00---- SOM SCALE -
- FI�SL SPOT ELEVATION o DATE JULY .12, 2004 1" 20'
♦ AL CONTOUR UO
ELE/Iv/A TION 21.91 F
N.+j V.L. SC'L EST LOCATION
TOWN WA 2004
UTILITY OLETER =WSW REV. JOB h0. C' 1�
AUG. 9,
CATCH BASIN
GAS LINE , SET i OF
CLEAN OUT REV.
r CESSPOOL C.P.Q LOCATION MAP .�CXE
I C: S8 PROJ 5891-00\DWG 5891-SAS.DWG 02004 S\^T:ETSER ENGNEE' NG