HomeMy WebLinkAbout395 Weir Road - Septic Design 3TOP OF FOUNDATION
ELEV. - 10275 - 10 F
4' CAST IRON PIPE -'
(OR EOUAL� MINIMUM
PITCH 1/4 PER FT.
FLOW LINE _ 1
-ELEV. -TM p
i LEV. .97.75 ' LEVOEL�
ELEV. -$Q GAS ELEV. 97.6p 6' SU P ELEV. 97.43
BAFFLE DISTRIBUTION
ELEV. a
(TO BE PLACED ON FIRM BASE) BOX
TO BE WATER TESTED
1+500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2' CLEAN -1
DOUBLE WASHED STONE
FREE OF FINES do SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
20 'FT. MI
10 FT. MINIMUM F
A CONCRETE
COVERS
FROM CELLAR - SdiL TEST
AS OR CRAWL SPACE DATE OF SOIL TEST MAY 29,_2002
CLEAN SAND SOIL TEST DONE BY ��ER ENGINE RING
INSPECTION PORT
WITNESSED BY A. VONHONE
103.00
4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- OBSERVATION HOLE 2 ELEV.- 100.30
MIN. PITCH 1/8' PER FT, , 2' LAYER OF PERCOLATION RATE < 2 MIN./INCH AT 69 INCHES PERCOLATION RATE < 2 MIN Amrw iN n A, r� unonnu
1/8' TO 1/2-
D.80 MAX. WASHED STONE VENT
1EN• NOT REQUIRED
9 1 CU. FT. OF
_ CONCRETE
97.80 a ANCHOR
a .
10'
ECFV. a 98.47
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
1 . 0„
HORIZ
TEXTURE
COLOR
MOTT.
i
0-14
A
LOAMY SAND
10YR2/1
NO
ROOTS
14-32
92
LOAMY SAND
10YR5/B
20%
- -
32-46
(96) m
LOAMY SAND
7.5YR5/8
20%
-
46-120
Cl
�NM?Aa T
x'
2.5Y7/3
71
u
EXISTING SPOT ELEVATION 00„0
NUMBER OF BEDROOMS''
p�1
WEIR BROAD 5LY WIErLAN
OBSERVED WATER TABLE ( / / ) ELEV. -
A
EXISTING CONTOUR ----00----
GARBAGE DISPOSAL UNIT
: NQ_
BOTTOM OF TEST HOLE ELEV. - _M3Q
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
FINAL CONTOUR--
( 110 GAL/BR./DAY'X _ 3_ BR.)
_MQ -GAL./DAY
`,80.95'/
SOIL TEST LOCATION (9
REQUIRED SEPTIC TANK CAPACITY
/ �•` 99.2 \
I
GR,1
UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK
1500 GAL
-
- TOWN WATER -W-W
SOIL CLASSIFICATION
97.5
i
Q 7.4
DESIGN PERCOLATION RATE
EFFLUENT LOADING RATE
101, 3
98.1
CLEAN OUT
\
(AeB
96.7 /
CESSPOOL C.P. Q
N
7.
V
3
1 '.7
fGp' wERAND 9u r£R
.4 25.74'
6X34 P
C
y;
N
I .1¢0.8
k 103 3 I
I PROPO .D
�
3 SEOROO
4
t
ORYWELL
DNE'LLINC
1500
SfPT/C C�
a
o
�
t $
j4\
1
99.
98 j
647 L)FFEF
�iLAf �
.50
i
B"- (98; 98.0
1.
S/L T FEN E
y8 \
MRK uM/r
q
\
I
A
95.4
100.00 6RAM WAY
1
G "
94.5
f-9 41
l94
.
.g /
-
f41 -
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-14
A
LOAMY SAND
10YR2/1
NO
ROOTS
14-32
81
LOAMY SAND
10YR5/B
20%
COBBLES
32-46
82
LOAMY SAND
7.5YR5/8
20%
COBBLES
46-120
Cl
COURSE SAND
2.5Y7/3
USGS PROBABLE WATER TABLE ELEV. a
DEPTH
HORIZ
I i TEXTURE
COLOR
I MOTT.
OTHER
0-12
A
LOAMY SAND
10YR2/2
NO
ROOTS
12-25
B7
LOAMY SAND
10YR5/8
ROOTS
25-54
Cl
MEDIUM SAND
10YR6/8
54-120
C2
MEDIUM SAND
2.5Y6/2
USGS PROBABLE WATER TABLE ELEV. a
1 X38 X 1 TRENCH FORMATION
_
W
C,
a
RRs ' ReeK LN.
WEIR ROAD
IA!iU5
PROPOSED SEPTIC DESIGN
FOR
JOSH GREpi
SOIL ABSORPTION "'
WELL N/A
NO WATER ENCOUNTERED AT 120' ELEV.'- _ 9100
NO WATER ENCOUNTERED AT _190_ ELEV. - _gnm
PROJECT LOCATION LOT 4
IJV
395 HEIR ROAD, YARMOUTH
SYSTEM (SAS)
ZONE
INDEX
SR DfGflVEVWG
235 ,GREAT WESTERN ROAD
508- I P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
ADJUST
SCALE 1„ _ 20
REV."JULY 17, 12002
LEGEND:
DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. a
EXISTING SPOT ELEVATION 00„0
NUMBER OF BEDROOMS''
3
f7SHEET 1 OF 1
OBSERVED WATER TABLE ( / / ) ELEV. -
EXISTING CONTOUR ----00----
GARBAGE DISPOSAL UNIT
: NQ_
BOTTOM OF TEST HOLE ELEV. - _M3Q
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
FINAL CONTOUR--
( 110 GAL/BR./DAY'X _ 3_ BR.)
_MQ -GAL./DAY
SOIL TEST LOCATION (9
REQUIRED SEPTIC TANK CAPACITY
900_ GAL.
UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK
1500 GAL
-
- TOWN WATER -W-W
SOIL CLASSIFICATION
CATCH BASIN /®\
GAS LINE
DESIGN PERCOLATION RATE
EFFLUENT LOADING RATE
5.,.1?` MIN./IN.
DJA GAL/DAY/S.F.
CLEAN OUT
LEACHING AREA i
474.33 SO. FT.
/
CESSPOOL C.P. Q
(11X36)h(47X2X10/12)
J�� � B9•
ARE'A+16,1941 Sr. `
/ T
� OLE 1
R£S€6 00'
c.
/ R£SfR
7 /
J ,c�
• / j� .705.7 ���.
105.1
1j tr
• 104.2
\ \ 1654
5 �
96 2
94, 9
-,tea
�• 94.6
LEACHING CAPACITY (AREA X RATE) MLOO GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY IM.OQ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _Y/WQUII'L- RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
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.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE. -
5. 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.ITO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE G
9. LOT IS SHOWN ON ASSESSORS MAP 126 AS PARCEL 38
10. A SILT FENCE WORK LIMIT IS TO BE INSTALLED PRIOR TO COMMENCING
ANY WORK ON SITE.
11. GUTTER, DOWNSPOUTS AND DRYWELL ARE REQUIRED.
12. ALL DISTURBED AREAS ARE TO BE REVEGETATED.
13. VARIANCES TO YARMOUTH REGULATIONS:
A. SOIL ABSORBTION SYSTEM LESS THAN 100 AWAY FROM WETLAND:
B. RESERVE AREA LESS THAN 100' FROM WETLAND
14. IN THE EVENT OF FAILURE OF THE PRIMARY SAS, IT IS TO BE REMOVED,
RE -EXCAVATED, AND CLEANED THE REPLACED IN SAME POSITION.
APPROVED: BOARD OF HEALTH
DATE AGENT
_
W
C,
a
RRs ' ReeK LN.
WEIR ROAD
IA!iU5
PROPOSED SEPTIC DESIGN
FOR
JOSH GREpi
PROJECT LOCATION LOT 4
IJV
395 HEIR ROAD, YARMOUTH
SR DfGflVEVWG
235 ,GREAT WESTERN ROAD
508- I P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE JUNE 20, I2002�
SCALE 1„ _ 20
REV."JULY 17, 12002
NO. 5413-00
LOCATION MAP
REV.
jI
f7SHEET 1 OF 1