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DEPTH
E IEV..� 36.30_
10 FT. MINIMUM
e
„:
2 PRESSURE PIPE
,r
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:
0-5
A�
'FEST
'10YR3/3
N0
A -'
5-14
8,-
LOAMY SAND
10YR6/8
A
...SOIL
DATE Of SOIL TEST SEPTEMBER 13'.2005
OAP &
VALVE
MEDIUM SAND
20 FT MINIMUM FROM'CELCAR -
,
CAP k
INSPECTION VALVE
--------'--_
SWe iSER ENGINE R NG
SOIL TEST DONE SY --------�-- s
a
10 F7. MINIMUM FROM SL AS OR CRAWL SPACE
.'MANHOLE
R
COVE S
,, _
CLEAN SAND 2 LAYER OF ANNOLE
PORT : M
ADVANTEX.
Y V N
WITNESSED 8 _9 __Qr1 N9_E ..
MANHOLE
,
-
1 R TO 1 2 COVERS
/ /
..
36.08 MAX,A1AX. WN. WAaHED'STONE
VENT
REQUIRED
t
03SMWIM HOLE ') ELEV. .�__
L r.
34.10E 2-..E LEV.a .34.30
,:. �. �`iVA�IO:•I H -
c P.83
2 SCHEDULE 40 PVC IPE
'
TOP OF FOUNDATION68
0
'
MIN. PITCH 1/8-. PER FT.'
C �
_
AX -20 O
MODEL A
.5Y7 6
COVERS
PERCOlAT10t�I RATE <-Z— MIN./INCH
AT ` INCHES : .'PERCOLATION RATE _ MtN./INCH IN C:HCRIZDN
DEPTH
E IEV..� 36.30_
10 FT. MINIMUM
COLOR
„:
2 PRESSURE PIPE
OTHER
0-5
A�
LOAMY SAND
'10YR3/3
N0
A -'
5-14
8,-
LOAMY SAND
10YR6/8
A
150 PSI MINIMUM
OAP &
VALVE
MEDIUM SAND
•2.5Y7/6
,
12-24
B
LDAVY'SAND
ADVANTEX.
MANHOLE
i
—126
24%
C �
_
AX -20 O
MODEL A
.5Y7 6
COVERS
33.08
_.
'i
..:
,
3 DIA. PVC.
;I
8.00
4 C AST IRON PIPE
�
MANIFOLD
(OR EQUAL) MINImum
PITCH 1f4 PER FT:
° d
o_
2' HOLE
ELEV. _ 'iQQ_
:
'
%
ELEV. e
- _yam_ ':
14 STANDARD INFILTRATORS WITH
WELL AiW 230
-
.
..
{ ry
_
�ry �
I3IO 111I�E
a
g
a :
3 8 DRILL
/ N
T 1 2 CLEAN
p E 3/4..70 /
H L ..,,..e.r u,.ourn emur
STONE I N A _
1D.33' X 46 X 8 .FIELD FORMATION
..
S z
_
�
19.50
, ZONE D
INnFx 23.3
DEPTH
HORIZ
. TEXTURE
COLOR
MOTT.
OTHER
0-5
A�
LOAMY SAND
'10YR3/3
N0
A -'
5-14
8,-
LOAMY SAND
10YR6/8
14-120
C `
MEDIUM SAND
•2.5Y7/6
,
Lor 14 w �_
�t-17,003 f S.F. \ f
U 34.48 I `
RA9,V T k
&IMn�av-- sirJ \ \
Mcv^J ! \ + \ \ \
33.79' m 89.
+ \ '�0 50•
u LEGEND. +� , �, i
EXISTING SPOT ELEVATION 00.0
3341
EXISTING CONTOUR ----00----
•
FINAL SPOT ELEVATION 00. j 1 O , i, +++ . 31 26 \ z \
FINAL. CONTOUR - - ` : t
DEPTH
HORIZ
• TEXTURE..:
COLOR
MOTT.
OTHER
0•-.1
A -'
LOAMY SAND
12 0 YR 3/3
,
N 0
,' .•
,
12-24
B
LDAVY'SAND
10YR6/6
i
—126
24%
C �
SAND
MEDIUM2
.5Y7 6
'i
;I
Lor 14 w �_
�t-17,003 f S.F. \ f
U 34.48 I `
RA9,V T k
&IMn�av-- sirJ \ \
Mcv^J ! \ + \ \ \
33.79' m 89.
+ \ '�0 50•
u LEGEND. +� , �, i
EXISTING SPOT ELEVATION 00.0
3341
EXISTING CONTOUR ----00----
•
FINAL SPOT ELEVATION 00. j 1 O , i, +++ . 31 26 \ z \
FINAL. CONTOUR - - ` : t
TOP OF FOUNDATION
ELEV. = 36.30 -�
6.001
ELEV. = _3Q,3Q_
1500
20 FT. MINIMUM FROM
CELLAR
-
OTHER
ELEV. _ GAL.
PUMP
CAP
&
NO
10 FT. MINIMUM FROM SLAB OR
10CLEAN
CRAWL SPACE
MANHOLE
SAND
INSPECTION
PORT
2" LAYER OF
VALVE
MANHOLE
MEDIUM SAND 2.5Y7/6
OBSERVED WATER TABLE (9/13/05) ELEV. _
x.50- TEST HOLE 2, LOT 9
40 PVC ITS
2MINCPTCHEI/8"
38.08 MAX
33.83 MIN.
1/8' TO 1/2"
WASHED STONE
COVERS
VENT
REQUIRED
10 FT. MINIMUM
_30,25_
PUMP CHAMBER CALCULATIONS:
PER F
SEPTIC TANK
ELEV. AT ALARM ON
ELEV. AT PUMP ON
_2ZI5_
REQUIRED FLOW PER CYCLE .25 X 330 - 8250 GAL./CYCLE
CATCH BASIN t®)
SEWAGE DISPOSAL SYSTEM PROFILE
2"
PRESSURE PIPE
VOLUME PER CYCLE 82.50 GAL/CYCLE /7.48 GAL./CU. FT. CU. FT./CYCLE
NOT TO SCALE
BOTTOM OF INSIDE PUMP CHAMBER
-2��-
VOLUME OF WATER IN FEED 3.14 X 0.00694 X __ FT. _ _91_ CU. FT.
VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _5_ FT. = 0.25- CU. FT.
ADVANTEX
150 PSI MINIMUM
VALVE
-2515-TOTAL
VOLUME OF WATER RETURNED _DM_ CU. FT.
10.33 X 48
LEACHING CAPACITY (AREA X RATE)
MANHOLE
-
475.18 X 0.74
DISCHARGE _1I.W_ CU.FT. /34.67 CU.FT./FT. = 0.33_ FT. (1000 G.S.T.
OL$ GAL./DAY
MODEL AX -20
COVERS
STORAGE CAPACITY (-330-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.) a _3.27 FT.
_1,27_ REQUIRED _7..50_ PROVIDED
3308
-
3" DIA. PVC.
4' CAST IRON PIPE
VALVE
MANIFOLD
° o
°
J _ 070 0 2�
HOLE
(OR EQUAL) MINfMUM
_
<o
ELEV. a
32.00
_
PITCH 1/4" PER FT.
.°
_ _
�oe e
-
° 0 0 ° o.
o 0 0
ELEV.
2" HOLE
ELEV. _
DRILL _200-
14 STANDARD INFILTRATORS WITH
BIOT IBE
HOLE 3/4' TO 1 1/2" CLEAN
STONE IN A
z
WELL A1W 230
FLOW LINE UM
N
DOUBLE WASHED STONE
10.33' X 48'
X 8o FIELD FORMATION
19.50
ZONE C
INDEX 23.3
�'� PACKAGE
L
FREE OF FINES &SILT
CHECK
SOIL
ABSORPTION
Tn
ADJUST 26
-
TMIN.
_30,2 _
1500
VALVE
TEXTURE COLOR
SYSTEM (SAS)
OTHER
ELEV. _ GAL.
PUMP
LEGEND:
NO
NO
-29.83_
B
LOAMY SAND 10YR6/8
USGS PROBABLE WATER TABLE ELEV. =
X2,30_
14-120
CHAMBp ER
MEDIUM SAND 2.5Y7/6
OBSERVED WATER TABLE (9/13/05) ELEV. _
x.50- TEST HOLE 2, LOT 9
(TO BE SET ON A FIRM BASE)
r
I
..FINAL CONTOUR------
BOTTOM OF TEST HOLE ELEV. =
-2100-
2000 GALLON
ELEV. AT INVERT INLET
_30,25_
PUMP CHAMBER CALCULATIONS:
_ WQ_ GAL./DAY
SEPTIC TANK
ELEV. AT ALARM ON
ELEV. AT PUMP ON
_2ZI5_
REQUIRED FLOW PER CYCLE .25 X 330 - 8250 GAL./CYCLE
CATCH BASIN t®)
SEWAGE DISPOSAL SYSTEM PROFILE
ELEV. AT PUMP OFF
-2716-
-2-R-
VOLUME PER CYCLE 82.50 GAL/CYCLE /7.48 GAL./CU. FT. CU. FT./CYCLE
NOT TO SCALE
BOTTOM OF INSIDE PUMP CHAMBER
-2��-
VOLUME OF WATER IN FEED 3.14 X 0.00694 X __ FT. _ _91_ CU. FT.
VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _5_ FT. = 0.25- CU. FT.
-
(
i
i
I
I
BOTTOM OF OUTSIDE PUMP CHAMBER
-2515-TOTAL
VOLUME OF WATER RETURNED _DM_ CU. FT.
10.33 X 48
LEACHING CAPACITY (AREA X RATE)
TOTAL MINIMUM VOLUME PER CYCLE _LL59_ CU. FT.
-
475.18 X 0.74
DISCHARGE _1I.W_ CU.FT. /34.67 CU.FT./FT. = 0.33_ FT. (1000 G.S.T.
OL$ GAL./DAY
STORAGE CAPACITY (-330-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.) a _3.27 FT.
_1,27_ REQUIRED _7..50_ PROVIDED
1 • 36.81
36.81
• 33.55
O\
i
\ \ 3.0°
•
E
'i
e
1
1
1
y
• 36.35
1
1
t
1
1
HORIZ
TEXTURE COLOR
MOTT,
OTHER
0-5
A
LEGEND:
NO
NO
5-14
B
LOAMY SAND 10YR6/8
EXISTING SPOT ELEVATION
OOrO
14-120
EXISTING CONTOUR----00----
MEDIUM SAND 2.5Y7/6
2.5Y7/6
FINAL SPOT ELEVATION
00.0
r
I
..FINAL CONTOUR------
_
!
SOIL TEST LOCATION
e-
UTILITY POLE -0-
_ WQ_ GAL./DAY
TOWN WATER -W
W
i/
CATCH BASIN t®)
2000 GAL.
GAS LINE 9
I_
CLEAN OUT
< ,5, MIN./IN.
CESSPOOL C.P. Q
-
1
1
1
y
• 36.35
1
1
t
1
1
2'
Ff
3 - 3/8" DRAINAGE HOLES PER LATERAL
jjj 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 aM'TSER ENGINEERING
WITNESSED BY 4.YON t1 K____�
OBSERVATION HOLE 1 ELEV.= 34.10 03SERVA11014 HME 2 ELEV.-_34.30
PERCOLATION RATE _K__Z_ MIN./INCH AT 68 INCHES PERCOLATION RATE _! 2 MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE COLOR
MOTT,
OTHER
0-5
A
LOAMY SAND 10YR3/3
NO
NO
5-14
B
LOAMY SAND 10YR6/8
IOYR6/8
as U=CR
235 GREAT WESTERN ROA D
508- SOUTH DENN DENNIS,
398-3922 02660
14-120
C
MEDIUM SAND 2.5Y7/6
2.5Y7/6
'0•
3
r
I
GARBAGE DISPOSAL UNIT
_
1
i
I
I
TOTAL ESTIMATED FLOW
( 110 GAL/$R./DAY X 3 SR.)
_ WQ_ GAL./DAY
5.0'
--56Q_ GAL.
i/
ACTUAL SIZE OF SEPTIC TANK
2000 GAL.
SOIL CLASSIFICATION
I_
DESIGN PERCOLATION RATE
< ,5, MIN./IN.
EFFLUENT LOADING RATE
_9.74_ GAL./DAY/S.F.
(
i
i
I
I
LEACHING AREA
475.18 SQ, FL
2'
Ff
3 - 3/8" DRAINAGE HOLES PER LATERAL
jjj 0 BEGINNING, MIDDLE & END (6 TOTAL)
3" PVC MANIFOLD
DISTRIBUTION LATERALS
AT 52" O.C. SIDE VIEW
1-1/2" LATERAL LINE
3/8" HOLES 0 5' O.C.
ALTERNATE SIDES
(0 11 AND 1 O'CLOCK)
SOIL TEST
DATE OF SOIL TEST SEPTEMBER 13 2005
SOIL TEST DONE BY aM'TSER ENGINEERING
WITNESSED BY 4.YON t1 K____�
OBSERVATION HOLE 1 ELEV.= 34.10 03SERVA11014 HME 2 ELEV.-_34.30
PERCOLATION RATE _K__Z_ MIN./INCH AT 68 INCHES PERCOLATION RATE _! 2 MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE COLOR
MOTT,
OTHER
0-5
A
LOAMY SAND 10YR3/3
NO
NO
5-14
B
LOAMY SAND 10YR6/8
IOYR6/8
as U=CR
235 GREAT WESTERN ROA D
508- SOUTH DENN DENNIS,
398-3922 02660
14-120
C
MEDIUM SAND 2.5Y7/6
2.5Y7/6
'0•
NO WATER ENCOUNTERED AT __ 120" ELEV. = _24J.0
END VIEW
PRESSURE PIPE
!OM PUMP CHAMBER
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-12
A
LOAMY SAND
10YR3/3
NO
12-24
8
LOAMY SAND
IOYR6/8
as U=CR
235 GREAT WESTERN ROA D
508- SOUTH DENN DENNIS,
398-3922 02660
24-126
C
n I
2.5Y7/6
'0•
3
GARBAGE DISPOSAL UNIT
_
JOB N0. 62r §_On 1
LJL V�
TOTAL ESTIMATED FLOW
( 110 GAL/$R./DAY X 3 SR.)
_ WQ_ GAL./DAY
5.0'
--56Q_ GAL.
5.0'
ACTUAL SIZE OF SEPTIC TANK
2000 GAL.
SOIL CLASSIFICATION
I_
TOP VIEW
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-12
A
LOAMY SAND
10YR3/3
NO
12-24
8
LOAMY SAND
IOYR6/8
as U=CR
235 GREAT WESTERN ROA D
508- SOUTH DENN DENNIS,
398-3922 02660
24-126
C
MEDIUM SAND
2.5Y7/6
NUMBER OF BEDROOMS
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.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WIYTiSTANDING H-20 LOADING.
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 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 X09 AS PARCEL _moi_
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES.
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER 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" TO 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.
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
& 14.5' HEAD) OR EQUAL.
�� Aj�•r, i,11
.', APPROVED: BOARD OF HEALTH
DATE AGENT
wcv ?
z
z
C�FgT o
!�
STS
ROSE 6
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION,INC.
PROJECT LOCATION lDT 13
DOVE'S CLING ROAD, YARMOUTH
ELEV. _ _23 RQ
as U=CR
235 GREAT WESTERN ROA D
508- SOUTH DENN DENNIS,
398-3922 02660
NO WATER ENCOUNTERED AT 126"
DESIGN CALCULATIONS
DATE JAN. 11, 2006
NUMBER OF BEDROOMS
3
GARBAGE DISPOSAL UNIT
_
JOB N0. 62r §_On 1
LJL V�
TOTAL ESTIMATED FLOW
( 110 GAL/$R./DAY X 3 SR.)
_ WQ_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
--56Q_ GAL.
SHEET 1 OF- 7
ACTUAL SIZE OF SEPTIC TANK
2000 GAL.
SOIL CLASSIFICATION
I_
DESIGN PERCOLATION RATE
< ,5, MIN./IN.
EFFLUENT LOADING RATE
_9.74_ GAL./DAY/S.F.
LEACHING AREA
475.18 SQ, FL
10.33 X 48
LEACHING CAPACITY (AREA X RATE)
-351,$3 GAL:/DAY
-
475.18 X 0.74
RESERVE LEACHING CAPACITY
OL$ GAL./DAY
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.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WIYTiSTANDING H-20 LOADING.
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 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 X09 AS PARCEL _moi_
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES.
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER 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" TO 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.
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
& 14.5' HEAD) OR EQUAL.
�� Aj�•r, i,11
.', APPROVED: BOARD OF HEALTH
DATE AGENT
C.•. k58I PRO,h l O k dw!7I
r u.....
I � � �u n u14ur11 ttl
F,
DWC 02006 SWEETSER ENGINEERING I '
wcv ?
z
z
C�FgT o
!�
STS
ROSE 6
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION,INC.
PROJECT LOCATION lDT 13
DOVE'S CLING ROAD, YARMOUTH
as U=CR
235 GREAT WESTERN ROA D
508- SOUTH DENN DENNIS,
398-3922 02660
DATE JAN. 11, 2006
SCALE 1" = 20'
JOB N0. 62r §_On 1
LJL V�
REVISED
LOCATION MAP
REV SED " _ _�
SHEET 1 OF- 7
C.•. k58I PRO,h l O k dw!7I
r u.....
I � � �u n u14ur11 ttl
F,
DWC 02006 SWEETSER ENGINEERING I '
e+nr-m^^..�T'F<.-,".e....^_R.e+,�'._ru:"..,,�,,..,.._... ... ,...w ._-aa..._._. . ..«.....-. �,,,... ... ..,..... ._.!. ... ra....:-_. -.-.�..s..0-.. .- .,v.. ...... _ .-.-- TT... .. ..� -.+. sw -. Y _ .. � ..•..,.- .,e_Y -
TOP OF FOUNDATION
ELEV. Q 36.30 10 FT. MINIMUM
(EXISTING)
ADVANTEX
MODEL AX -20 -
8.00 4• CAST IRON PIPE" - --
(OR EQUAL] MINIMUM
PITCH 1/4" PER FT. j
ELEV.
-+'�-�--•• -_�. _-_ .. ..-..._ � »_. n....-.•-n•..--o.s.�'TST.nr^ mn..__v .. _..<.. �+. -. m... � ..-.�..... �. �.>n ...� `. I .... ...-- - -.._ -_ .... _.. -
20 FT, MINIMUM FROM CELLAR CAP &
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE MANHOLE INSPECTION
COVERS CLEAN SAND PO411W/A'SHED
2"LAYER OF VALVE
MANHOLE
2" SCHEDULE 40 PVC PIPE COVERS VENT
MIN. PITCH 1/8" PER FT. 36.08 MAX. 33.83 IVIN. REQUIRED
2" PRESSURE PIPE
150 PSI MINIMUM CAP &
VALVE MANHOLE COVERS
33.08
3" DIA. PVC.MANIFOLD VALVE e 4_1- LE
ILI _ ELEV. = 3200
o 0 o e o 0 0 0 e o 0 0 e o 6. o
a o o -o o o 0 o e o ELEV. = 31_50
2" HOLE
ELEV. _
a 3/8" DRILL A2• 14 STANDARD INFILTRATORS WITH
BIOTUBE HOLE 3/4" TO 1 1/2 _" CLEAN STONE IN A z WELL A1W 230
FLOW LINE I DOUBLE WASHED STONE 10.33 X 48• X 8e FIELD FORMATION 19.50 ZONE C
PUMP INDEX 23.3
10" I' ELEV. o FREE OF FINES &SILT ADJUST 2.8
'fM1N. I PACKAGE _30.25 VA�� SOIL "ABSORPTION .
11540 SYSTEM (SAS)
ELEV. _ 1
. 49.,83_' GAL=. PUMP USGS PROBABLE WATER TABLE ELEV. - 123Q_
CHAMBER OBSERVED WATER TABLE (9/13/05) ELEV. _ 9.50 TEST HOLE 2, LOT 9
(TO BE SET ON A FIRM BASE) BOTTOM OF TEST HOLE ELEV. = __23 $Q_
2000 GALLON ELEV. AT INVERT INLET PUMP CHAMBER CALCULATIONS:
SEPTIC AT ALARM ON 2L.75
SEPTIC TANK ELEV. AT PUMP ON _27Af_ REQUIRED FLOW PER CYCLE .25 X 33_0_ _ _e_2so GAL./CYCLE
L+ ELEV. AT PUMP OFF _2¢_63_ VOLUME PER CYCLE 8250 "GAL/CYCLE /7.48 GAL./CU. FT. � _U,0L CU. FT./CYCLE
SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF INSIDE PUMP CHAMBER _2�4Q_ VOLUME OF WATER IN FEED 3.14 X 0.00694 X _14- FT. __431_ CU. FT.
NOT TO SCALE BOTTOM OF OUTSIDE PUMP CHAMBER _2@Z@_ VOLUME OF WATER IN MANIFOLD 3.14 X0.015625 X 5 FT. _ -0.23_ CU. FT.
TOTAL VOLUME OF WATER RETURNED 0.66_ CU. FT.
TOTAL MINIMUM VOLUME PER CYCLE 1].59_ CU. FT.
DISCHARGE _1JM_ CU.FT. /34.67 CU.FT./FT. a -0.33_ FT. (1000 G.S.T.
STORAGE CAPACITY (__Z3Q_GAL:/DAY/7.48 GAL/CU.FT./34.67 CU.FT./I _ _1,27 FT. 0
1.27_ REQUIRED _2,59_ PROVIDED
3 - 3/8" DRAINAGE HOLES PER LATERAL
0 BEGINNING, MIDDLE & END (6 TOTAL)
3" PVC MANIFOLD
DISTRIBI ON LATERALS
AT Sz• O.C. SIDE VIEW
2
FI
- 36.81
X 3St0
• 36.35
501 SOIL 4' 36.81
_11 TEST 2 4 O T47 P.
SERVE Sq$ �1�0
I / _
o M� .39 Jg p0
77 r� ' / 36.51
A)
n 2� 49.00' 49 /
*33.8 O"/ '(-T6
LOT 12 LOT 13
TESIL1 17,000 f S.F. 17, nz- '-5F.-
0 ro
CKil pQ
DE2
48 4R_48 \
/
B H - 33.94 /
35.79
rw ?A PR POSE 4.53 \ 5 V-11.17.e..��
t Qi9. 3 RpnR p� LING 1? / �DVANTEX , vwr.n9r
0 7 -AX-20 fft\TER 7, 611
4 6.41 6, 2. /5, / ., fi 6.5
v.5
L - ?T 6.54 000 GALLON /
EP11 TANK
0
}1
A / w� � 3" MANIFOLD /l
4 T �� ��MANHOLES
3.55 / PUMP� /
32.1 / .�7 0 �ao 1 AMBER .% !
+ 32.83 Q `
34.69 '
36.55
• 31.`x\ ! '� \ 5 ` , \\ Top
9 \
p 6.56 i �U SOIL
ST 2
VENT
\ 3L" �5 \ • 34 R` \
\ ^
3.0 .66' -.MANHOLES I
R�
D 1
60
j
\ � I
v
®
4.13
� . 1 3 i 131.28 MANHO S 1033 -VENT
N I
\ T Lor `'
c. /, 3 f S. F SOIL 1` 34.48
j"A5D NTEXE 1T 1
V2 FILTER`
PUT 37.47 1
1 y
�n y � •
1 \ 46 37.47 "Ct 91 ,LIMIT OF 5 • *.,. } t
�1 \� OVERDIG
J• 20 0 LLON , \
1 �• 1 �$ SEP\C ANK
LEGEND: 1 • 33.E ' Moa UMP
CH MBER `B1
EXISTING SPOT ELEVATION 00,014
STEXISTI'p
FINALNSPOTOELEVATION 00---- + 11 1 26 7546 4t 33.k.
FINAL CONTOUR 0 j - 1 m • n 3"
MANIFOLD
SOIL TEST LOCATION 3 62 a 46 MAI Fc \
UTILITY POLE -0-
TOWN WATER -WSW-
CATCH BASIN (®j
GAS LINEC.9.
CLEAN OUT
CESSPOOL C.P. Q
1-1/2" LATERAL LINE
3/8" HOLES ® 5' O.C.
ALTERNATE SIDES
(0 11 AND 1 O'CLOCK)
SOIL TEST
DATE OF SOIL TEST SEPTEMBER 13 2005
SOIL TEST DONE BY 09E_ SER ENGINE�RiNG
WITNESSED BY __&_1QN HONE____`
OSSERVA710N HOLE i ELEV.= 34.10 00SM.+'\/A 100 HOLE 2 ELEV.= 34.30
PERCOLATION RATE < 2 _ MIN./INCH AT 68 _ INCHES PERCOLATION RATE _«� MIN./INCH IN C HORIZON
DEPTH I HORIZ
I TEXTURE
COLOR
moTT.-T
OTHER
0-5 A
LOAMY SAND
10YR3/3
NO
_6611- GAL.
5-14 B
LOAMY SAND
ICYR6/8
I
DESIGN PERCOLATION RATE
14-120 C
MEDIUM SAND
2.5Y7/6
LEACHING AREA
'O.
NO WATER ENCOUNTERED AT _ 120" ELEV. = 941L
END VIEW
. PRESSURE PIPE
20M PUMP CHAMBER
�•�
a.v
MOTT.
I OTHER
0-12 A
LOAMY SAND
10YR3/3
NO
_6611- GAL.
12-24 B
LOAMY SAND
10YR6/8
I
DESIGN PERCOLATION RATE
24-126 C
MEDIUM SAND
�<
< e
LEACHING AREA
'O.
b
°A�JAN. 11, 2006
LEACHING CAPACITY (AREA X RATE)
,3.5163 GAL./DAY
74
RESERVESLEACHING FILE,
s 11'
CAPACITY
GAL./DAY
LOCATION MAP
5.0'
SHEET 1 OF 1
5.0'
TOP VIEW
I
Yarmouth Health Department
APPROviD
Aarje Dale
�EI
JUL 0 5 2007
HEALTH DEPT.
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
0-12 A
LOAMY SAND
10YR3/3
NO
_6611- GAL.
12-24 B
LOAMY SAND
10YR6/8
I
DESIGN PERCOLATION RATE
24-126 C
MEDIUM SAND
2.5Y7/6
LEACHING AREA
475.18 SQ. FT.
NO WATER ENCOUNTERED AT -_125=_ ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
3
GARBAGE DISPOSAL UNIT
__R5_
TOTAL ESTIMATED FLOW
PROPOSED SEPTIC DESIGN
FOR
DUBUN COI STRUCTION, INC. ,
( 110 GAt-/13R./DAY X 3_ BR.)
.33Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
_6611- GAL.
ACTUAL SIZE OF SEPTIC TANK
_2000- GAL.
-
SOIL CLASSIFICATION
I
DESIGN PERCOLATION RATE
< 5- MIN./IN.
EFFLUENT LOADING RATE
4.74_ GAL./DAY/S.F.
LEACHING AREA
475.18 SQ. FT.
10.33 X 48
°A�JAN. 11, 2006
LEACHING CAPACITY (AREA X RATE)
,3.5163 GAL./DAY
74
RESERVESLEACHING FILE,
s 11'
CAPACITY
GAL./DAY
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,
3. ALL COMPONENTS OF 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.
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 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 __.149_ AS PARCEL
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
- TI THEP_ IS-NOJNmL-FRATION OF GROUNDWATER INTO FACILITIES,
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER 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" TO 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.
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
& 14.5' HEAD) OR EQUAL.
19. THE ADVANTEX AX -20 COMPONENT IS ACTUALLY LOCATED ON TOP OF
THE SEPTIC TANK AND AS SUCH IS MORE THAN 10' FROM BULKHEAD.
oe� / �� ti♦@LA' c�
T. P r„
. V EI S
619
LLL ; R
Q�STE
4NITARItp
APPROVED: BOARD OF HEALTH
DATE Ar.I
R r1y11��
LOCUS ?
z
!y N
�FSpS
�
PROPOSED SEPTIC DESIGN
FOR
DUBUN COI STRUCTION, INC. ,
PROJECT LOCATION LOT 13
DOVE'S TIING ROAD, YARP!OUTII
SMEMSM? �G=0WTGS1
39OAD
N�S,713
83922 SOUTH DEBOX
MASS. 02660
°A�JAN. 11, 2006
SCALE = 20'
L.ROSE
REV. JULY 2, 2007
JOB No. 6250-00
LOCATION MAP
REV.
SHEET 1 OF 1
R r1y11��
DEPTH
HOR2
ADVANTEX
COLOR
150 PSI MINIMUTAZ
„' LVE
A�
LOAMY SAND
10YR3/3
u
VA
B
LOAMY SAND
10YR6/8
14-120
C'
MEDIUM SAND
2.5Y7/5
MANHOLE
24-126
' 'C
MEDIUM SAND
2.5Y7/6 "
L TEST
2 0 FT MINIMUM FROM CELLAR
10 FT.. MINIMUMFROM:SLAB OR CRAWL SPACE
_
'.
MANHOLE,
� CAP & '
� INSPECTION Y E' F �
CLEAN SAND " VALVE'
a
A SEPTEMBER
DTE OF SOIL APER 13 -
_-GI
SOIL
<.< _
-,
COVERS �
PORT 2 -LAYER OF MANHOLE
� � TEST DONE BY SvrEETSER ENGINEERING'
T
, .TOP OF FOUNDATION
Hr V p
2 SCHEDULE 40 PVC PIPEREQUIRED
1 8 TO 1 2 COVERS
% T
38.08 ktAX 33.83 MIN., WASHED STONE
VENT E
WITNESSED BY _B, X414 �i9 J
L
..
_ 36.30
ELEV. ��i/��
10 FT.MNMUM
_:A
2 --PRESSURE PIPE
MIN. PITCH 1/8-1 /'PER FT.
'CAP Ec
-
���V TION H t ELEV.= 4:10
0_E i __ }�
PERCOLATION RATE �< __Z_,_ MIN: INCH A 68
/ T __&A__ INCHES PERCOLATION RATE : < 2_`MiN./INCH
,
2 ELEV,=_34.30
IN C HORIZON
- DIA. PVC.
DEPTH
HOR2
ADVANTEX
COLOR
150 PSI MINIMUTAZ
„' LVE
A�
LOAMY SAND
10YR3/3
NO
VA
B
LOAMY SAND
10YR6/8
14-120
C'
MEDIUM SAND
2.5Y7/5
MANHOLE
24-126
' 'C
MEDIUM SAND
2.5Y7/6 "
MODEL AX 20
COVERS -
33.08
-
--
- DIA. PVC.
4 CAST IRON PIPE
VALVE VE
MANIFOLD
a
,.,
2 HOLE
3200
OR EQUAL) MINIMUM
:3
- -
ELEV,8.00
_
PITCH 1/4'.
/ 4" PER FT.
.
o
e e. o
o o-�
o;o
ELEV:,..31__
t
I
2' HOLE
I
z
ELEV. _ �0 34_
ELEV. _
,.
L
a
2
3 8 DRILL , : --�
/
STANDARD INFILTRATORSWITH
t4 5 D D
r.
BIOTUBC
"
HOLE 3/4 TO 1 1/2 CLEAN
STONE IN
z
WELL A1W 230
C
FLOW -LINE
PUMP
DOUBLE WASHED STONE
10.33' X,46' X 6 FIELD FORMATION
M
19.50 ZONE
- INDEX 23.3
- ,.
:
1 1 FREE OF FINES & SILT : `
1n
28
DEPTH
HOR2
TEXTURE `
COLOR
MOTT. I OTHER
0-5
A�
LOAMY SAND
10YR3/3
NO
5-14
B
LOAMY SAND
10YR6/8
14-120
C'
MEDIUM SAND
2.5Y7/5
4 10. PACKAGE EV. _ CHECK ADJUST
M.N. aJ425_ SOIL ABSORPTION NO WATER ENCOUNTERED AT 120; ELEV. _ _-2414 WA
T VALVE :. NO TER ENCOUNTERED AT �_12fi _ ELEV.; 73 flQ ;
SYSTEM {SAS)
1500
ELEV. s
GAL. PUMP -
�Q$3_USGS PROBABLE WATER TABLE ELEV, _ :-12Q_
DESIGN CALCULATIONS
m. _ CHAMBER OBSERVED WATER TABLE (9/13/05) ELEV: _ TEST HOLE '2,LOT 9
(TO BE SET ON A FIRM BASE)
NUMBER OF BEDROOMS - 3
BOTTOM -0F;7EST HOLE ELEV. _ -2160-
GARBAGE 04SPOSAL UNIT
2000 GALLON ELEv. A7 INVERT rN_Er _JR5 PUMP CHAMBER ' CALCULATIONS:,
TOTAL ESTIMATED FLOW <.
- ELEV. AT ALARM ON _271Z5_ { 110 GAL/SR./DAY X .:3._ BR.) , `. ,:_,330_ GAL/DAY
SEPTIC TANK REQUIRED FLOW PER CYCLE '.25 X _330 - 8250 'GAL/CYCLE REQUIRED SEPTIC JANK'CAPACITY GAL
ELEV, ELEV, AT PUMP ON -2683 VOLUME PER CYCLE $2_50 GAL/CYCLE /7.48 GAL./CU. FT. K _ti 03 CU, FT./CYCLE ACTUAL SIZE OF SEPTIC TANK _2000 =GAL .
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP OFF - - VOLUME OF WATER IN FEED 3.14 X 0.00694 X :_�4 FT. _' �_�J_:CU. FL
SOIL CLASSIFICATION �^
NOT TO SCALE
BOTTOM INSIDE PUMP CHAMBER -2500 VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _5 FT, _ A,25_ CU. FT. 1-1/2" LATERAL UNE DESIGN PERCOLATION RATE
SCTTOM OF OUTSIDE PUMP CHAMBER _25 Z@ _ �`_ 'MI.J./IN, ,'
TOTAL VOLUME OF WATER RETURNED ,_Q.5$_ CU. FT. 3/8" HOLES 0 5' O.C. EFFLUENT LOADING RATE " ' _0,74_ GAL/DAY/S.F,
TOTAL MINIMUM VOLUME PER CYCLE _U.=9- CU. FT. ALTERNATE SIDES -LEACHING AREA - 475.18 SQ..Fi- i
DISCHARGE x].54_ CU.FT. /34.67 CU.FT;/FT. _ -O,},i_ FT. (1000 G.S.T.(0 11 AND 1 0 CLOCK) 10.33 X 45
STORAGE CAPACITY (--330-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.� _ 1.27_ FT. p o LEACHING CAPACITY (AREA X `RATE) $] 3'GAL /DAY .
_122_ REQUIRED -2,50_ PROVIDED f 475.18 X 0.74
RESERVE LEACHING CAPACITY A'35LC3 GAL.{DAY
3 3/8" DRAINAGE HOLES PER LATERAL
*BEGINNING, MIDDLE & END (6 TOTAL)
3" PVC MANIFOLD
AT 52" O.C. T END `IEii
DISTRIBUTION LATERALS
SIDE MEW
s
2" PRESSURE PIPE 2.5' 5.0'
FROM PUMP CHAMBER NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL •CONFORM TO D_E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE: ,SUBSURFACE -.DISPOSAL:OF::
SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL "BE BROUGHT,T
FINISHED
3. PLL COMPONENTS OF THE SANITARYT M , A
\ tt W YHSTANDING H-20 LOADING. SYS E ,SH LL 8E CAPABLE OF '
q34 06 / • 36,35 i
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE'SHALL
36.81 1. _ - .. a "t It r• , '
+ BE MORTARED IN PLACE.
a :r 5. NO DETERMINATION HAS BEEN MADE AS' TO COMPLIANCE .WITH
DEEDED OR ZONING REGULATIONS. OWNER.r/ APPLICANT I$ TO
OBTAIN ( +t o OBTASUCH DETERMINATION FROM APPROPRIATE AUTHORI'Y," '
_ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY,'EXCAVATION-CONTRACTOR
•37.41 - ttt 4 ISO TCALL O GODI H NE" AT 1-888-344-7233 AT'LEAST 72 HOURS
E C G WORK ON SITE.
7. CONTRACTOR IS TO: VERIFY: GRADES AND ELEVATIONS AS WELL' -AS'
SITE
,CONDITIONS PRIOR TO COMMENCING N
'WORK OSITE. ANY,VARIATION••`
36.51 I IS TO BE BROUGHT TO THE -ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
i
5.0' IATELY. 5.0' .:
8. PARCEL IS IN FLOOD ZONE
33.
4 \ -! 9. LOT IS SHOWN ON MAP -AS PARCEL-- �i {
} •
\ ? -� _ LOT 13
10. PUMP.. AND ALARM ARE TO BE',ON SEPERATE CIRCUITS.
J 11. ALARM IS TO BE BOTH AUDIO AND VISUAL:
12. SEPTIC TANK AND PUMP CHAMBER ARE,TO 6E TESTED TO INfUh
\ } THAT TgERF 1S NO INFILTRATION OF -GROUNDWATER INTO FACR-174ES
SHALL C -E REMOVED FROM UNC AND
TOP ytE� 13.'ALL UNSUITk'd?E MATER!rL s �+_ e ,ca �
FOR A MIMMUM OF 5'. AROUND SOIL ABSORPTION SYSTEM AND BE ? A
REPLACED WITH MATERIAL AS'SPEOFIED 1N310 CMR 15.255:(3).
SEPTIC FACILITIES ARE TO BE PUMPED ANO REMCVED.
14. EXISTING y
15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE ON A'FIRM BASE OR 3/4""T0.1 1/2" STONE 6" THICK. - .. `..
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENG'NEER FOR THE
FOLLOWING MINIMUM INSPECTIONS:'
\ 1\ 1 L STAKE OUT SYSTEM..
\ ++; 3 04 _ 2. PRIOR TO AND DURING THE SETTING OF THE TANKS,
34.60 3. IF BUILDING DEBRISPS ARE ENCOUNTERED OR STUN TERED DURING EXCAVAT ON..
4. EXCAVATION OF THE SAS, PRIOR: TO FILL PLACEMENT,
Ord 5. INSTALLATION OF ALL PIPING.
35.79 6. COMPLETION OF SEPTIC SYSTEM„PRIOR TO BACKFILL a
'
17. -CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, OEBRtS TO A
SUITABLE DISPOSAL SITE.
-a:
�++ \ • 4.53 �! .34.35 18. PUMP 1S TO BE A MEYERS SRM 4 4/10 HP' {WJ31 GPM CAPACITY
& 14.5' HEAD) OR EQUAL.
t ?Jo• ` ADVANTEX \
t ! AX-20'tFILTER
FOOD GALLON I �+
+ 1 EPTIC TANK v
Yarmouth Health Department
l n j
1 3 LD
'MANIHO/ r APPROVED _ 1Z
. 33.55 �t
i
,t 32.1 Pdvp
� CHAR ERNa ie
+l w L t t DateST
ip
.- � t r y ` � a t g' 34.69 j � �'�."� ��.�•-"`---
11T
Ar t ) o It'o �UMITOFS' j �,OPM;'rraxr 1
�i t, i r `3 1,tt a. tt OVERD!G I rFT' yG
.,
�{
t SOIL` }
� - \ �' ` t1 TEST 2\ Z �. Gb c T. , `-,
a4. �� p �� DU As
`� APPROVED. BOARD OF HEALTH
\ Y ° ��\ ' .�' /� �G ASTER - ✓ ..•,. ,
\ \•',�3.C5=
D
RI \ MANHOLES I "�(1,A1+ DAIE AGENT
'+ /
w LOT 14
17003 f S.F.
34.48 It
73
{ +t A A \
o I
jjl 1` ett33.t5
Im
LEGEND: �� \r)
EXIST NG SPOT ELEVATION 00,0 j 1tt _ v
EXISTING CONTOUR ----00---- + : `} o\ 33.41 \\
FINAL SPOT ELEVATION0.0
FINAL CONTOUR 00 j O lcs5 tt } _ `
SOIL TEST LOCATION ® j 1 C V,
UTILITY POLE -0-
PROPOSED SEPTIC DESIGT�
FOR
DUDLIN CONSTRUCTION4, .Iflc#
Ile
PROJECT LOCATION WT
43
DOM`E'S _TMIG ROAD,
,S'x �7 t s trIbv' '
235 GREAT WESTERN ROAD
508 P. 0. "SOX 713
398-3922 SOUTH DENNIS, MASS:' 172560
DATEJAN. 11 2006 SCALE
REVISED ' - /f JOB, N0. 5250�OD
/0=le
DEPTH
HORIZ
_' TEXTURE
COLOR ,MOTT, OTHER "
0-12
A -
LOAMY 'SAND
1OYR3/3 NO
12-24
8":
LOAMY SAND
IOYR6 8
/
24-126
' 'C
MEDIUM SAND
2.5Y7/6 "
4 10. PACKAGE EV. _ CHECK ADJUST
M.N. aJ425_ SOIL ABSORPTION NO WATER ENCOUNTERED AT 120; ELEV. _ _-2414 WA
T VALVE :. NO TER ENCOUNTERED AT �_12fi _ ELEV.; 73 flQ ;
SYSTEM {SAS)
1500
ELEV. s
GAL. PUMP -
�Q$3_USGS PROBABLE WATER TABLE ELEV, _ :-12Q_
DESIGN CALCULATIONS
m. _ CHAMBER OBSERVED WATER TABLE (9/13/05) ELEV: _ TEST HOLE '2,LOT 9
(TO BE SET ON A FIRM BASE)
NUMBER OF BEDROOMS - 3
BOTTOM -0F;7EST HOLE ELEV. _ -2160-
GARBAGE 04SPOSAL UNIT
2000 GALLON ELEv. A7 INVERT rN_Er _JR5 PUMP CHAMBER ' CALCULATIONS:,
TOTAL ESTIMATED FLOW <.
- ELEV. AT ALARM ON _271Z5_ { 110 GAL/SR./DAY X .:3._ BR.) , `. ,:_,330_ GAL/DAY
SEPTIC TANK REQUIRED FLOW PER CYCLE '.25 X _330 - 8250 'GAL/CYCLE REQUIRED SEPTIC JANK'CAPACITY GAL
ELEV, ELEV, AT PUMP ON -2683 VOLUME PER CYCLE $2_50 GAL/CYCLE /7.48 GAL./CU. FT. K _ti 03 CU, FT./CYCLE ACTUAL SIZE OF SEPTIC TANK _2000 =GAL .
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP OFF - - VOLUME OF WATER IN FEED 3.14 X 0.00694 X :_�4 FT. _' �_�J_:CU. FL
SOIL CLASSIFICATION �^
NOT TO SCALE
BOTTOM INSIDE PUMP CHAMBER -2500 VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _5 FT, _ A,25_ CU. FT. 1-1/2" LATERAL UNE DESIGN PERCOLATION RATE
SCTTOM OF OUTSIDE PUMP CHAMBER _25 Z@ _ �`_ 'MI.J./IN, ,'
TOTAL VOLUME OF WATER RETURNED ,_Q.5$_ CU. FT. 3/8" HOLES 0 5' O.C. EFFLUENT LOADING RATE " ' _0,74_ GAL/DAY/S.F,
TOTAL MINIMUM VOLUME PER CYCLE _U.=9- CU. FT. ALTERNATE SIDES -LEACHING AREA - 475.18 SQ..Fi- i
DISCHARGE x].54_ CU.FT. /34.67 CU.FT;/FT. _ -O,},i_ FT. (1000 G.S.T.(0 11 AND 1 0 CLOCK) 10.33 X 45
STORAGE CAPACITY (--330-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT.� _ 1.27_ FT. p o LEACHING CAPACITY (AREA X `RATE) $] 3'GAL /DAY .
_122_ REQUIRED -2,50_ PROVIDED f 475.18 X 0.74
RESERVE LEACHING CAPACITY A'35LC3 GAL.{DAY
3 3/8" DRAINAGE HOLES PER LATERAL
*BEGINNING, MIDDLE & END (6 TOTAL)
3" PVC MANIFOLD
AT 52" O.C. T END `IEii
DISTRIBUTION LATERALS
SIDE MEW
s
2" PRESSURE PIPE 2.5' 5.0'
FROM PUMP CHAMBER NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL •CONFORM TO D_E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE: ,SUBSURFACE -.DISPOSAL:OF::
SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL "BE BROUGHT,T
FINISHED
3. PLL COMPONENTS OF THE SANITARYT M , A
\ tt W YHSTANDING H-20 LOADING. SYS E ,SH LL 8E CAPABLE OF '
q34 06 / • 36,35 i
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE'SHALL
36.81 1. _ - .. a "t It r• , '
+ BE MORTARED IN PLACE.
a :r 5. NO DETERMINATION HAS BEEN MADE AS' TO COMPLIANCE .WITH
DEEDED OR ZONING REGULATIONS. OWNER.r/ APPLICANT I$ TO
OBTAIN ( +t o OBTASUCH DETERMINATION FROM APPROPRIATE AUTHORI'Y," '
_ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY,'EXCAVATION-CONTRACTOR
•37.41 - ttt 4 ISO TCALL O GODI H NE" AT 1-888-344-7233 AT'LEAST 72 HOURS
E C G WORK ON SITE.
7. CONTRACTOR IS TO: VERIFY: GRADES AND ELEVATIONS AS WELL' -AS'
SITE
,CONDITIONS PRIOR TO COMMENCING N
'WORK OSITE. ANY,VARIATION••`
36.51 I IS TO BE BROUGHT TO THE -ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
i
5.0' IATELY. 5.0' .:
8. PARCEL IS IN FLOOD ZONE
33.
4 \ -! 9. LOT IS SHOWN ON MAP -AS PARCEL-- �i {
} •
\ ? -� _ LOT 13
10. PUMP.. AND ALARM ARE TO BE',ON SEPERATE CIRCUITS.
J 11. ALARM IS TO BE BOTH AUDIO AND VISUAL:
12. SEPTIC TANK AND PUMP CHAMBER ARE,TO 6E TESTED TO INfUh
\ } THAT TgERF 1S NO INFILTRATION OF -GROUNDWATER INTO FACR-174ES
SHALL C -E REMOVED FROM UNC AND
TOP ytE� 13.'ALL UNSUITk'd?E MATER!rL s �+_ e ,ca �
FOR A MIMMUM OF 5'. AROUND SOIL ABSORPTION SYSTEM AND BE ? A
REPLACED WITH MATERIAL AS'SPEOFIED 1N310 CMR 15.255:(3).
SEPTIC FACILITIES ARE TO BE PUMPED ANO REMCVED.
14. EXISTING y
15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
TO BE ON A'FIRM BASE OR 3/4""T0.1 1/2" STONE 6" THICK. - .. `..
16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENG'NEER FOR THE
FOLLOWING MINIMUM INSPECTIONS:'
\ 1\ 1 L STAKE OUT SYSTEM..
\ ++; 3 04 _ 2. PRIOR TO AND DURING THE SETTING OF THE TANKS,
34.60 3. IF BUILDING DEBRISPS ARE ENCOUNTERED OR STUN TERED DURING EXCAVAT ON..
4. EXCAVATION OF THE SAS, PRIOR: TO FILL PLACEMENT,
Ord 5. INSTALLATION OF ALL PIPING.
35.79 6. COMPLETION OF SEPTIC SYSTEM„PRIOR TO BACKFILL a
'
17. -CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, OEBRtS TO A
SUITABLE DISPOSAL SITE.
-a:
�++ \ • 4.53 �! .34.35 18. PUMP 1S TO BE A MEYERS SRM 4 4/10 HP' {WJ31 GPM CAPACITY
& 14.5' HEAD) OR EQUAL.
t ?Jo• ` ADVANTEX \
t ! AX-20'tFILTER
FOOD GALLON I �+
+ 1 EPTIC TANK v
Yarmouth Health Department
l n j
1 3 LD
'MANIHO/ r APPROVED _ 1Z
. 33.55 �t
i
,t 32.1 Pdvp
� CHAR ERNa ie
+l w L t t DateST
ip
.- � t r y ` � a t g' 34.69 j � �'�."� ��.�•-"`---
11T
Ar t ) o It'o �UMITOFS' j �,OPM;'rraxr 1
�i t, i r `3 1,tt a. tt OVERD!G I rFT' yG
.,
�{
t SOIL` }
� - \ �' ` t1 TEST 2\ Z �. Gb c T. , `-,
a4. �� p �� DU As
`� APPROVED. BOARD OF HEALTH
\ Y ° ��\ ' .�' /� �G ASTER - ✓ ..•,. ,
\ \•',�3.C5=
D
RI \ MANHOLES I "�(1,A1+ DAIE AGENT
'+ /
w LOT 14
17003 f S.F.
34.48 It
73
{ +t A A \
o I
jjl 1` ett33.t5
Im
LEGEND: �� \r)
EXIST NG SPOT ELEVATION 00,0 j 1tt _ v
EXISTING CONTOUR ----00---- + : `} o\ 33.41 \\
FINAL SPOT ELEVATION0.0
FINAL CONTOUR 00 j O lcs5 tt } _ `
SOIL TEST LOCATION ® j 1 C V,
UTILITY POLE -0-
PROPOSED SEPTIC DESIGT�
FOR
DUDLIN CONSTRUCTION4, .Iflc#
Ile
PROJECT LOCATION WT
43
DOM`E'S _TMIG ROAD,
,S'x �7 t s trIbv' '
235 GREAT WESTERN ROAD
508 P. 0. "SOX 713
398-3922 SOUTH DENNIS, MASS:' 172560
DATEJAN. 11 2006 SCALE
REVISED ' - /f JOB, N0. 5250�OD
/0=le