HomeMy WebLinkAbout11 Doves Wing Road Proposed Septic DesignTOP OF FOUNDATION
ELEV. _ _37.30 --�
FT. MINIMUM
MODEL AX
5.00 4" CAST IRON PIPE
(R EALMU
PIOTCH 0 /4"") PEIRI FTM f77
ELEV. _�,3Q_
20 FT. MINIMUM FROM CELLAR
HORIZ
SYSTEM (SAS)
COLOR
CAP
&
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
MANHOLE
COVERS
CHAMBER
CLEAN SAND
N
INSPECTION
l VALVE
2. LAYER OF
4-25
OBSERVED WATER TABLE (9/13/05) ELEV. = _ 952 TEST HOLE 2, LOT 9
LOAMY SAND
10YR7/8
PORT
MANHOLE
-X425_
PUMP CHAMBER CALCULATIONS:
2" SCHEDULE 40 PVC PIPE
-2�5-
¢--
36,08 MAX.
33,63 MIN.
1k8" TO 1/2" COVERS
WASHED STONE
VENT
REQUIRED
BOTTOM OF INSIDE PUMP CHAMBER
MIN, PITCH 1/8" PER FT.
VOLUME OF WATER IN FEED 3.14 0.00694 35 FT. _ �,7l_ CU. FT.
BOTTOM OF OUTSIDE PUMP CHAMBER
_28_12_
_2@Z@_
VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X 5_ FT. - -DM- CU. FT.
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE
2" PRESSURE PIPE
REQUIRED SEPTIC TANK CAPACITY
GAL.
TOTAL MINIMUM VOLUME PER CYCLE 1204 CU. FT.
,
DISCHARGE 1204- CU.FT. /34.67 CU.FT./FT. _ AM- FT. (1000 G.S.T.)
2000 GAL.
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
STORAGE CAPACITY (,_3XQ_GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.) _ -1,27-- FT.
SOIL CLASSIFICATION
_1,27_ REQUIRED 3.54_ PROVIDED `
j /
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
150 PSI MINIMUM
CAP &
5 MIN,AN.
5.0'
6. COMPLETION OF SEPTIC SYSTEM;'PRIOR TO BACKFILL:
EFFLUENT LOADING RATE
_ J4_ GAL/DAY/S.F..
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A
LEACHING AREA
475.18 SQ, FT,
VALVE
18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY
}
10.33 X 46
& 14.5' HEAD) OR EQUAL.
LEACHING CAPACITY (AREA X RATE)
_3511; GAL/DAY
MANHOLE
475.18 X 0.74
Yarmouth Health Department
<�
RESERVE LEACHING CAPACITY$L¢',E
t 26
<
'I,E COPYoC
1
i
^°
�
END MEW
n08
Na a Date
m�
1
1
,ya
3" DIA. PVC. '
J AOO
J I°7-
MANIFOLD VALVE
e
e aI
e
APPROVED: BOARD OF HEALTH
e
z" HOE
d�BTf.�
_
4xITAa\*M DATE AGENT
ELEV. =
32.00_
o o` o
o e e o
6' o
e o
EEV.e 31.50
2" HOE
LEV.
ELEV. e
3/HO
14 STANDARD INFILTRATORS WITH
BIOTUBE
HOLE 3/4" TO 1 1/2" CLEAN
STONE IN A
z
WELL A1W 230
NE�^
PUMP
DOUBLEWASHED STONE
10.33' X 46'
X 6* FIELD FORMATION
19.50
ZONE C
INDEX 23.3
PACKAGE Q25
•
i�
FREE OF FINES & SILT
CHECK
SOIL
ABSORPTION
ADJUST 2-8
/
ELEV. 1500GAL.
�L63_
(TO BE SET ON A FIRM BASE)
2000 GALLON
SEPTIC TANK
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
,
\
t
\
\
\
\
\
\
32.1 A
ca a
5
CIL. N
VALVE
HORIZ
SYSTEM (SAS)
COLOR
PUMP
OTHER
0-4
A
CHAMBER
t0YR5/2
USGS PROBABLE WATER TABLE ELEV. = 1230
4-25
OBSERVED WATER TABLE (9/13/05) ELEV. = _ 952 TEST HOLE 2, LOT 9
LOAMY SAND
10YR7/8
BOTTOM OF TEST HOLE ELEV. - 33.64_
ELEV. AT INVERT INET
-X425_
PUMP CHAMBER CALCULATIONS:
ELEV. AT ALARM
ELEV. AT PUMP ONN
-2�5-
¢--
REQUIRED FLOW PER CYCLE .25 X X330_ _ $2_530 GAL./CYCLE I
ELEV. AT PUMP OFF
-Z
VOLUME PER CYCLE 82_50 GAL CYCLE 48 GA. FT. - 11.03 CU. FT./CYCLE
L/CUX
BOTTOM OF INSIDE PUMP CHAMBER
-2t-83 -
VOLUME OF WATER IN FEED 3.14 0.00694 35 FT. _ �,7l_ CU. FT.
BOTTOM OF OUTSIDE PUMP CHAMBER
_28_12_
_2@Z@_
VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X 5_ FT. - -DM- CU. FT.
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE
TOTAL VOLUME OF WATER RETURNED 1.01- CU. FT.
REQUIRED SEPTIC TANK CAPACITY
GAL.
TOTAL MINIMUM VOLUME PER CYCLE 1204 CU. FT.
,
DISCHARGE 1204- CU.FT. /34.67 CU.FT./FT. _ AM- FT. (1000 G.S.T.)
2000 GAL.
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
STORAGE CAPACITY (,_3XQ_GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.) _ -1,27-- FT.
SOIL CLASSIFICATION
_1,27_ REQUIRED 3.54_ PROVIDED `
1000 GALLON
�EPT1C TANK
O
3" MANIFOLD
S -
'MANX " \ 10 /
UMP
AMBER
SC, L A J
TEaT
00 0 \\`` 1 5. \�� • 34.69 J
\ I
LIMIT OF 5' i
SO'L )
Ak
- \ 34. \ \ )
\� r 3.64
N Ao-
• 33.37
• 33.26
z'
Ff
3 - 3/8" DRAINAGE HOLES PER LATERAL
0 BEGINNING, MIDDLE & END (6 TOTAL)
3" PVC MANIFOLD
DISTRIBUTION LATERALS
AT 52" O.C. SIDE VIEW
1-1/2" LATERAL LINE
3/8" HOLES 0 5' O.C.
ALTERNATE SIDES
(0 11 AND 1 O'CLOCK)
SOIL TEST
DATE OF SOIL TEST SEPTEMBER 13, 2005
SOIL TEST DONE BY SWL E7SER ENGINEERING
` WITNESSED BY A,QN_jjg_NL___ . a
OBSERVALnON HOLE i ELEV.=_3.3 90 OBSERVATION HOLE 2 EEV,=__33.80
PERCOLATION RATE < 2 MIN./INCH AT 61 INCHES PERCOLATION RATE _< _ MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-4
A
LOAMY SAND
t0YR5/2
NO
4-25
8
LOAMY SAND
10YR7/8
3
-
25-120
C
MEDIUM SAND
2.5Y7/4
DATE JAN. 11 006
14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED.
i
i
I
15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-14
A
LOAMY SAND
10YR5/2
NO
14-28
8
LOAMY SAND
10YR7/8
3
28-120
C
MEDIUM SAND
2.5Y7/4
DATE JAN. 11 006
NO WATER tNCOUNTERED AT 17n" ELEV. _ �3 90 NO WATER ENCOUNTERED AT _ 120=_
i
ELEV.
o.v
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION, INC.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
?OM•PUMP CHAMBER
I DESIGN CALCULATIONS
THAT T}4ERE IS NO_LN!FILTRATION OF CP.OUNOWATER.INTO FAGIUTIES.
i
a
NUMBER OF BEDROOMS
3
FOR A MINIlIUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
(
1 GARBAGE DISPOSAL UNIT
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
DATE JAN. 11 006
14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED.
TOTAL ESTIMATED FLOW
15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
( 110 GAL/BR./DAY X .3. BR.)
_� _ GAL./DAY
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE
�I
I
REQUIRED SEPTIC TANK CAPACITY
GAL.
o
,
ACTUAL SIZE OF SEPTIC TANK
2000 GAL.
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
__LO'-QTION
SOIL CLASSIFICATION
MAP
j /
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
1 DESIGN PERCOLATION RATE
5 MIN,AN.
5.0'
6. COMPLETION OF SEPTIC SYSTEM;'PRIOR TO BACKFILL:
EFFLUENT LOADING RATE
_ J4_ GAL/DAY/S.F..
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A
LEACHING AREA
475.18 SQ, FT,
18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY
}
10.33 X 46
& 14.5' HEAD) OR EQUAL.
LEACHING CAPACITY (AREA X RATE)
_3511; GAL/DAY
475.18 X 0.74
Yarmouth Health Department
<�
RESERVE LEACHING CAPACITY$L¢',E
GAL./DAY
<
'I,E COPYoC
1
i
^°
�
END MEW
Na a Date
m�
1
PRESSURE PIPE
o.v
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION, INC.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
?OM•PUMP CHAMBER
PROJECT LOCATION 1DT 14
DOVE'S TING ROAD, YAR OUTH
THAT T}4ERE IS NO_LN!FILTRATION OF CP.OUNOWATER.INTO FAGIUTIES.
i
a
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED,=FROM UNDER AND
FOR A MINIlIUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
(
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
DATE JAN. 11 006
14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED.
SCALE ill c 20'
15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2` STONE 6' THICK.
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE
�I
I
s
o
o
,
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
__LO'-QTION
3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION.
MAP
j /
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
5.0'
5.0'
6. COMPLETION OF SEPTIC SYSTEM;'PRIOR TO BACKFILL:
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A
\ __ •��3.0 0 \`\ M,4NHOES
1 / 131.2 MANHOLS _ '33 _VENT
J � o \ t 1 ?• � / '
3 i S. f:OIL
2�- w U. f TEST 1 �`> 34.48 /
AD LATEX
y ` ��" ( AX -2 FILTER`O?A TE
afVA MY- r#2e' 1 \� 1 �\ �7 r
Opo \ ',LIMIT OF 5' I
20 o LLON '{ -, \ ;OVERDIG
6 \ EP7!C ANKUVP
r, V
1 w
33.75 H MBER ,\
v
%
\`33.Zn
,\ ' u1 26 n I
_ \ 3" 62 MANIFOLD\\
J 1 )1 `) T 3, \$1 ` MANHOLES I " 33.09
z ,, DRIVE
33.61 /
/
A
f I\
31.2368 58. J
60.07,
/ 35104 LOT 15 l�
19,660 f SF. 33.03 /
/ 35.05
32.90 /
32.82 i
LEGEND: -
EXISTING SPOT ELEVATION 00„0 /
EXISTING CONTOUR ----00---- 1 -
FINAL SPOT ELEVATIONSi 000
FINAL CONTOUR J
\ NC7f
SOIL TEST LOCATION
UTILITY POLE -o--
TOWN WATER -W W -
CATCH BASIN
GAS LINE
CLEAN OUT
CESSPOOL C.P. Q
TOP VIEW
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FINISHED GRADE. i
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
W YHSTANDING H-20 LOADING.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
a BE MORTARED IN PLACE.
a 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH i
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.
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP `109_ AS PARCEL
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION, INC.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
12. SEPTIC TANK AND PUMP CHAMBER=ARE TOBETESTED TO INSURE
PROJECT LOCATION 1DT 14
DOVE'S TING ROAD, YAR OUTH
THAT T}4ERE IS NO_LN!FILTRATION OF CP.OUNOWATER.INTO FAGIUTIES.
i
a
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED,=FROM UNDER AND
FOR A MINIlIUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
DATE JAN. 11 006
14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED.
SCALE ill c 20'
15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2` STONE 6' THICK.
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE
REVISED o ,.,
FOLLOWING MINIMUM INSPECTIONS:
t
1. STAKE OUT SYSTEM.
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
__LO'-QTION
3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION.
MAP
j /
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
5. INSTALLATION OF ALL PIPING.
6. COMPLETION OF SEPTIC SYSTEM;'PRIOR TO BACKFILL:
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A
SUITABLE DISPOSAL SITE.
18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY
7
& 14.5' HEAD) OR EQUAL.
,
Yarmouth Health Department
<�
APPROVED
<
'I,E COPYoC
^°
�
Na a Date
m�
1
,ya
J AOO
T.
e
APPROVED: BOARD OF HEALTH
?, N
d�BTf.�
4xITAa\*M DATE AGENT
C• V8PROJ\6250-COdw6250-COSASDMlG 02006-SWEETSER £NGINEER'NG
-
'
i
WCVi7 ?
Z
H U)
cP�nST c�
y�
STS
6
RGV�
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION, INC.
PROJECT LOCATION 1DT 14
DOVE'S TING ROAD, YAR OUTH
\
i
\
S :235 GER GRQ VBG
REAT AD
508- SOUTH DEBNIS,7MASS.
398-3922 02660
DATE JAN. 11 006
SCALE ill c 20'
A
REVISED o ,.,
JO LA0.
fi250-00 .,
t
-y
__LO'-QTION
SHEET ' 1 OF 1
MAP
j /
C• V8PROJ\6250-COdw6250-COSASDMlG 02006-SWEETSER £NGINEER'NG
-
\
i
\
A
A
t
-y
C• V8PROJ\6250-COdw6250-COSASDMlG 02006-SWEETSER £NGINEER'NG
-