HomeMy WebLinkAbout11 Doves Wing Road Proposed Septic Design 2TOP OF FOUNDATION
ELEV. 37.30 10 FT. MINIMUM
ADVANTEX
-T- MODEL AX -20
6.00 LITCH
T IRON PIPE I
UAL) MINIMUM
/4" PER FT.
ELEV. _ _3L30-
20 FT. MINIMUM FROM
CELLAR
TEXTURE
COLOR
MOTT.
CAP
&
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
MANHOLEINSPECTICN
COVERS
CLEAN 'SAND
ELEV. _
2' LAYER OF
4-25
B
LOAMY SAND
PUMP
PORT :.
MANHOLVALVE
.E
25-120
C
_3L83_
2" SCHEDULE PVC PIPE
"
35.08 MAX
33.83 MIN.
WASHED STONE' 1/8" TO 1/2" COVERS
VENT
REQUIRED
USGS PROBABLE VATER TABLE ELEV. _-1230_
MEDIUM SAND
M. PITCH 1/88 PER FT.
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2"
PRESSURE PIPE
�5iL TEST HOLE 2, LOT 9
(TO BE SET ON A FIRM�B�ASE)
150
PSI MINIMUM
CAP &
2000 GALLON
ELEV. AT INVERT INLET
z
PUMP CHAMBERCALCULATIONS:
MANHOLE
VALVE
ELEV. AT ALARM ON
ELEV. AT PUMP ON
-27,.7
_27,18:
REQUIRED FLOW PER CYCLE .25 X 330 `" s 82.50 GAL/CYCLE
COVERS
�t
SEWAGE DISPOSAL SYSTEM PROFILE
ELEV. AT PUMP OFF
_26.83_
VOLUME PER CYCLE -8250 GAL/CYCLE /7.48 GAL./CU. FT. = 11.03 CU. FT./CYCLE
NOT TO SCALE
BOTTOM OF INSIDE PUMP CHAMBER
28.0
33.08
"
I
BOTTOM OF OUTSIDE PUMP CHAMBER
3" DIA. PVC.
e
1-1/2 LATERAL LINE
_
_2iZ5_
TOTAL VOLUME OF WATER RETURNED _ IM_ CU. FT.
MANIFOLD' VALVE
e
. - =
4 c 7; 1, 'I2" HOLE
TOTAL MINIMUM VOLUME PER CYCLE ' 12.04 CU. FT,
ALTERNATE SIDES
ELEV. -
32.00
(0 11 AND 1 O'CLOCK)
-
o
ae eo
ao o
°a -6a ELEV.
O
_12Z REQUIRED _2M_ PROVIDED
.eo
2" OLE
3 - 3/8" DRAINAGE HOLES PER LATERAL
ELEV.
'0 BEGINNING, MIDDLE & END (6 TOTAL)
-
a
2.00
3/8" DRILL 32.00,7//Z
14 STANDARD INFILTRATORS WITH
MANIFOLD
HOLE 3/4" TO 1 1/2" CLEAN
STONE IN A_
TON LATERALS
WELL A1W 230
1OW LINE PUMP
DOUBLE WASHED STONE
10.33' X 46'
X 6' FIELD FORMATION
5 19.50
ZONE C
23.3
N. PACKAGE
•
QZ� �
FREE OF FINES & SILT
CHECK
SOIL
ABSORPTION
INDEX
ADJUST 2e
�" mm TET
`\ 5 � � • 34.69 I -
\ o \N \
} \ o " 1 rn ` LIMIT OF 5'OVERDIG
I
\ ♦ o
SO'L`
TES? 2\
TOP VIEW
33.25
.64
MANHOLES
1 \ u 1
2
\� \ 11 MA HOL S 103' -VENT, N_
Lar 1
� f
2F-1 TEST 1 L'A 1 34.48 - -
- 1 AD ANTER t u
\ AX -2 FILTER ,t 1
I 1
4ul
,LIMIT OF 5' /
2000 L LON ) \ VE IG
11 1 1 ' •� u� SEPTIC 'ANK
1 1 33.75 1 o CH !lBERA
1I I
* s
TEST '2 ,o I
=
31 26
x 3" MANIFOLD
\\ \
3 62 ell MANHOLES \\ i 33.09
1 ,
33.81 /
I
J
n /
I
I I
31.23
I 1 ( 31c
35104 I % LOT 15 1,
19,660 t &F. 33.03
/ 35.C5 `
32.90 /
32.82-
i
r �
SOIL TEST
DATE OF SOIL TEST _13_2005 !"
SOIL TEST DONE BYS EETSER ENGINEERING
WITNESSED BY A._VON H.gNE_ s
OBSERVATION HOLE 1 ELEV.= 33.90 OBSERVATION HOLE 2ELEV.�_33.�D
PERCOLATION RATE _< �_ MIN./INCH AT 61__ INCHES PERCOLATION RATE MIN./NCH.1N LC HORIZON
DEPTH
1500
TEXTURE
COLOR
MOTT.
VALVE
0-4
SYSTEM (SAS)
LOAMY SAND
10YR5/2
ELEV. _
GAL.
4-25
B
LOAMY SAND
PUMP
14-28
-.B
25-120
C
_3L83_
2.5Y7/4
9
CHAMBER
28-120
USGS PROBABLE VATER TABLE ELEV. _-1230_
MEDIUM SAND
2.5Y7/4
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. �TfON MAP �
OBSERVED WATER TABL: (9/13/05) ELEV. _
�5iL TEST HOLE 2, LOT 9
(TO BE SET ON A FIRM�B�ASE)
BOTTOM Or TEST HOLE ELEV. _
2000 GALLON
ELEV. AT INVERT INLET
-3225_
PUMP CHAMBERCALCULATIONS:
7
SEPTIC T TANK
ELEV. AT ALARM ON
ELEV. AT PUMP ON
-27,.7
_27,18:
REQUIRED FLOW PER CYCLE .25 X 330 `" s 82.50 GAL/CYCLE
�t
SEWAGE DISPOSAL SYSTEM PROFILE
ELEV. AT PUMP OFF
_26.83_
VOLUME PER CYCLE -8250 GAL/CYCLE /7.48 GAL./CU. FT. = 11.03 CU. FT./CYCLE
NOT TO SCALE
BOTTOM OF INSIDE PUMP CHAMBER
28.0
VOLUME OF WATER IN FEED 3.14 X 0.00694 X 1 1311 FT. _ ,;.Q,ZS_ CU. FT.
"
I
BOTTOM OF OUTSIDE PUMP CHAMBER
VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _,6A FT. _ __0M_ CU. FT,
1-1/2 LATERAL LINE
_2iZ5_
TOTAL VOLUME OF WATER RETURNED _ IM_ CU. FT.
-
3/8 HOLES 0 5 O.C.
TOTAL MINIMUM VOLUME PER CYCLE ' 12.04 CU. FT,
ALTERNATE SIDES
DISCHARGE 12&4_ CU.FT. /34.67 CU.FT./FT. _ ,9,3.5_ FT. (1000 G.S.T.
(0 11 AND 1 O'CLOCK)
STORAGE CAPACITY (_330_GAL./DAY/7,48 GAL/CU.FT./34.67 CU.FT./FT.) - --tv_ 'T.
O
_12Z REQUIRED _2M_ PROVIDED
3 - 3/8" DRAINAGE HOLES PER LATERAL
'0 BEGINNING, MIDDLE & END (6 TOTAL)
-
-
- -
MANIFOLD
TON LATERALS
O.C. SIDE VIEW
FD
2" PRESSURE PIPE
25 5.0'
FROV'PUMP CHAMBER
�" mm TET
`\ 5 � � • 34.69 I -
\ o \N \
} \ o " 1 rn ` LIMIT OF 5'OVERDIG
I
\ ♦ o
SO'L`
TES? 2\
TOP VIEW
33.25
.64
MANHOLES
1 \ u 1
2
\� \ 11 MA HOL S 103' -VENT, N_
Lar 1
� f
2F-1 TEST 1 L'A 1 34.48 - -
- 1 AD ANTER t u
\ AX -2 FILTER ,t 1
I 1
4ul
,LIMIT OF 5' /
2000 L LON ) \ VE IG
11 1 1 ' •� u� SEPTIC 'ANK
1 1 33.75 1 o CH !lBERA
1I I
* s
TEST '2 ,o I
=
31 26
x 3" MANIFOLD
\\ \
3 62 ell MANHOLES \\ i 33.09
1 ,
33.81 /
I
J
n /
I
I I
31.23
I 1 ( 31c
35104 I % LOT 15 1,
19,660 t &F. 33.03
/ 35.C5 `
32.90 /
32.82-
i
r �
SOIL TEST
DATE OF SOIL TEST _13_2005 !"
SOIL TEST DONE BYS EETSER ENGINEERING
WITNESSED BY A._VON H.gNE_ s
OBSERVATION HOLE 1 ELEV.= 33.90 OBSERVATION HOLE 2ELEV.�_33.�D
PERCOLATION RATE _< �_ MIN./INCH AT 61__ INCHES PERCOLATION RATE MIN./NCH.1N LC HORIZON
DEPTH
HOPI
TEXTURE
COLOR
MOTT.
OTHER
0-4
A
LOAMY SAND
10YR5/2
NO
LOAMY SAND
4-25
B
LOAMY SAND
10YR7/8
14-28
-.B
25-120
C
MEDIUM SAND
2.5Y7/4
9
NO WATER ENCOUNTERED AT _�20= ELEV. _ __23,90 NO WATER ENCOUNTERED AT 120" ELEV. _ _23 8.0 '
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
t GARBAGE' DISPOSAL UNIT ,
TOTAL ESTIMATED FLOW
( 110 GAL/8R./bAY X _ .3_ 8R.)_,i'�'0_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY L960- GAL.. ;
ACTUAL SIZE OF SEPTIC TANK 2900 GAL
SOIL CLASSIFICATION 1- .
DESIGN PERCOLATION RATE VIN./IN. j
EFFLUENT LOADING RATE 9.7-4- GAL./DAY/S.F.
LEACHING AREA .18 SQ. FT.
10.33 X 46
LEACHING CAPACITY (AREA X RATE) 35183 GAL/DAY
475.18 X 0.74
RESERVE LEACHING CAPACITY GAL -./DAY
a
END VIEW }
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. `
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TOSANITARY -UNITS SHALL BE BROUGHT TO
FINISHED GRADE.
3. ALLCOMPONENTSOF THE SANITARY SYSTEM SHALL BE CAPABLE 0r ,
WIYHSTANDING H-20 LOADING.
^ 4. ANY MASONARY UNITS USED TO'BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE. -
a a 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
'OBTAIN SUCH DETERMINATIONFROMAPPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE 'ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 ;AT LEAST .72 HOURS
PRIOR 70 COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES ANO 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.
S. PARCEL IS 114 FLOOD ZONE _G
9. LOT IS SHOWN ON ASSESSORS MAP _1Q9� AS PARCEL ___X . _
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL, 1
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
THAT THERE IS NN INFIt.TR ATION _. CSG ?r=b!_INC1WATFP VlTC1 FACJUTrS s
13. ALL UNSUITABLE MATFRIAL SHALL B> REMOVED FROM UNDEP AND `
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED,
15, THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE SET ON A FIRM BASE OR 3/4" 1`0.1 1/2"STONE 6' THICK.
16. THE CONTRACTOR IS TO CONTACT THE .DESIGN ENGINEER FOR THE -
FOLLOWING MINIMUM INSPECTIONS:
1. STAKE OUT SYSTEM.
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION.
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
S. INSTALLATION OF ALL PIPING. - -
6. COMPLETION OF SEPTIC SYSTEM, PRfOR TO BACKFILL.
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A 9
SUITABLE DISPOSAL SITE.
18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY
& 14.5' HEAD) OR EQUAL
5
I? �j f
.i.' `N �,( APPROVED: BOABy
RD FMaHE�°
��OUsrka�o w1
�gv 4VITARIAN
DATE AGENT
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
s
PROJECT LOCATION LOT 1 y }
JJU !p.
DOVE'S G ROAD, sYARMOUTH
0-14
A
LOAMY SAND
10YR5/2'
NO
a
14-28
-.B
LOAMY SAND <
10YR7/8
SCALE it, _ 20'
9
28-120
C
MEDIUM SAND
2.5Y7/4
�LOtzz
. �TfON MAP �
REV SSD
�-... ��
SNEER' .1 7,F 1
NO WATER ENCOUNTERED AT _�20= ELEV. _ __23,90 NO WATER ENCOUNTERED AT 120" ELEV. _ _23 8.0 '
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
t GARBAGE' DISPOSAL UNIT ,
TOTAL ESTIMATED FLOW
( 110 GAL/8R./bAY X _ .3_ 8R.)_,i'�'0_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY L960- GAL.. ;
ACTUAL SIZE OF SEPTIC TANK 2900 GAL
SOIL CLASSIFICATION 1- .
DESIGN PERCOLATION RATE VIN./IN. j
EFFLUENT LOADING RATE 9.7-4- GAL./DAY/S.F.
LEACHING AREA .18 SQ. FT.
10.33 X 46
LEACHING CAPACITY (AREA X RATE) 35183 GAL/DAY
475.18 X 0.74
RESERVE LEACHING CAPACITY GAL -./DAY
a
END VIEW }
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. `
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TOSANITARY -UNITS SHALL BE BROUGHT TO
FINISHED GRADE.
3. ALLCOMPONENTSOF THE SANITARY SYSTEM SHALL BE CAPABLE 0r ,
WIYHSTANDING H-20 LOADING.
^ 4. ANY MASONARY UNITS USED TO'BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE. -
a a 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
'OBTAIN SUCH DETERMINATIONFROMAPPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE 'ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 ;AT LEAST .72 HOURS
PRIOR 70 COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES ANO 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.
S. PARCEL IS 114 FLOOD ZONE _G
9. LOT IS SHOWN ON ASSESSORS MAP _1Q9� AS PARCEL ___X . _
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL, 1
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
THAT THERE IS NN INFIt.TR ATION _. CSG ?r=b!_INC1WATFP VlTC1 FACJUTrS s
13. ALL UNSUITABLE MATFRIAL SHALL B> REMOVED FROM UNDEP AND `
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED,
15, THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE SET ON A FIRM BASE OR 3/4" 1`0.1 1/2"STONE 6' THICK.
16. THE CONTRACTOR IS TO CONTACT THE .DESIGN ENGINEER FOR THE -
FOLLOWING MINIMUM INSPECTIONS:
1. STAKE OUT SYSTEM.
2. PRIOR TO AND DURING THE SETTING OF THE TANKS.
3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION.
4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
S. INSTALLATION OF ALL PIPING. - -
6. COMPLETION OF SEPTIC SYSTEM, PRfOR TO BACKFILL.
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A 9
SUITABLE DISPOSAL SITE.
18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY
& 14.5' HEAD) OR EQUAL
5
I? �j f
.i.' `N �,( APPROVED: BOABy
RD FMaHE�°
��OUsrka�o w1
�gv 4VITARIAN
DATE AGENT
C. SB PROD 6250-00�dw 6250-OOSAS.ON'G 02006 SWEETS ERI ENGINEERINGJ
_ _ 1
LOCUS ?
O
z
✓ Ssl o_
u,
FSr
ROVZ� 6
"a
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION, IVC.
s
PROJECT LOCATION LOT 1 y }
JJU !p.
DOVE'S G ROAD, sYARMOUTH
I
S� 235 mGREATm �S GR F m D G
508 P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. ` 02( `
a
DATE JAN. 'l T , 2006
SCALE it, _ 20'
JOB N0.' 6250- 60 '
REVISED
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. �TfON MAP �
REV SSD
�-... ��
SNEER' .1 7,F 1
C. SB PROD 6250-00�dw 6250-OOSAS.ON'G 02006 SWEETS ERI ENGINEERINGJ
_ _ 1
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s
I
a
I
I
C. SB PROD 6250-00�dw 6250-OOSAS.ON'G 02006 SWEETS ERI ENGINEERINGJ
_ _ 1