HomeMy WebLinkAboutEngineered Plan - 2016SEC I On . F -A
(NOT TO SCALE)
TOW = 9.88'
12 CO E
V OVER CHAMBERS
FIN GR. 9.68
.s: -
s.
CHAMB 8.68
- -- - BOT BED 8.01
12"
EXIST GRADE12--I---34` 34"
�� EXIST GRADE 6.88'
REMOVE ALL TOPSOIL, AND ORGANIC MATERIAL IN AREA BELOW
AND TO 5 FEET ON ALL SIDES OF PROPOSED LEACHING FIELD. L� R
PLACE TITLE 5 SPECIFICATION FILL TO TOP OF BED. REMAINING k 1 v }I
FILL MAYBE ORDINARY 51TE FILL, 51MILAR TO EX15TING 5011.5 1
FOUND ON SITE. )
40 MIL PVC WALL LINER ON� ADJ GW 4.01'
INSIDE OF RETAINING WALL
BOT WALL 2.88'
i
INFILTRATOR WATER
TECHNOLOGIES
QUICK 4 PLUS
STANDARD LOW
PROFILE CHAMBER
TOP VIEW
1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000
20 MIN. MANHOLE _
TITLE 5 AND THE TOWN OF __ARMQLL1H__ RULES AND REGULATIONS
RUBBER BOOTS FOR SEPTIC
P TIC 3 G. MIN. MT.) ( _3) FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
I P.
(TY)
TAN AND UMP CHAMBER
MN
L
'.%.74 7,2) "'J' "ti INSTALL OUTLET 2) EXISTING AND FINAL GRADES AS SHOWN
TEE FILTER
INLET TEE -
MIN. WALL THICKNESS:
3" W1 REINFORCING
4" W/O REINFORCING -
MIN. FLOOR THICKNESS=
3" W1 REINFORCING
4" W/O REINFORCING
WT
ENGINEER INSPECTION SCHEDULE
12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET
OUTPUT EVATION
48„-
13) COMPONENTS AND/OR
IWIT�GCLEAN
3)
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING.
-
10" MIN.
IL
14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE BUILDING FLOWS TO
VISUAL AND AUDIO ALARM
fn,UTLET
PROPOSED SEPTIC TANK.
12N in
D. FINAL CLEAR WATER TEST
15) THIS PROPERTY DOES NOT FALL WITHIN THE WATER RESOURCE AREA.
V
MIN
TEE
4)
ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
DSEE
Y: . W.
i.
4 t 4 IV ; �"``
2" MIN. TO
1500 GALLON 1% MIN
TABLE
END VIEW
MORTARED IN PLACE.
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3" MAX.
FROM SEPTIC TANK
= BELOW
LIFTINGCHAIN
ru
LOCATION MAP
Q
FACTORY WATERPROOFED
3.00' +-
z
p
WITH EZ WRAP AT MID TANK SEAM
I
5)
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED
RESTRICTIONS OR ZONING.
= g
INVERT AT FOUNDATION
SLIDE RAIL
O
w
GAS BAFFLE
6)
THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER
UOUID DEPTH DEPTH OF OUTLET TEE
MIN. F_OOR THICKNESS:
a
CHECK VALVE
3' W/ REINFORCING
LINE ELEVATIONS PRIOR TO INSTALLATION.
4 F'ET
14 INCHES
❑
a
5 FEET
6 F2ET
19 INCHES
24 INCHES
7)
SOIL ABOVE THE B LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED
7 F2ET
29 INCHES
'
m
AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL
8 FEET
34 INCHES
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,
ESA.S
,. SPECIFICATIONS WITHIN 5 AND BELO H
w•; r r '`�~6" CRUSHED STONE BASE',',`:'• .'§ 8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET
,\i\\i,,/�\�'�y\�i:�/,�����%y?\ \\ ��'\,�%i; i��\� \ \ ��\/\``//// / LATERALLY BEYOND S.A.S. `
/�! �l / / ��N �_/� /� COMPACTED SUB BASE / �Y.y� 9) VERTICAL DATUM NAVD 88
FACTORY WATERPROOFED 1 1 20 10) BENCHMARK TOF =6.69'_ _
WITH EZ WRAP AT MID TANK SEAM cj P T I C TANK _ `
11) ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE
MECHANICALLY COMPACTED.
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C9 I
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0
1000 GAL. PUMP CHAMBER
W/ 2 MANHOLES TO GRADE
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d'n
II 50 LF 2" DIA.
SIDE VIEW
ENGINEER INSPECTION SCHEDULE
12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET
FORCE MAIN
48„-
13) COMPONENTS AND/OR
IWIT�GCLEAN
@ I% MIN Lu
A. SOIL REMOVAL
CORDINGSHALL
F LELL D
SAND ACTO LOCAL REGULATIONS.
TOW=6.69' Z N j
B. FOOTING INSTALLATION
14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE BUILDING FLOWS TO
VISUAL AND AUDIO ALARM
C. WALL INSTALLATION
PROPOSED SEPTIC TANK.
12N in
D. FINAL CLEAR WATER TEST
15) THIS PROPERTY DOES NOT FALL WITHIN THE WATER RESOURCE AREA.
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C9 I
� I
IL I
Lu
0
1000 GAL. PUMP CHAMBER
W/ 2 MANHOLES TO GRADE
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d'n
II 50 LF 2" DIA.
SIDE VIEW
O0 II
2G LF 4" PVC z z O
FORCE MAIN
48„-
m
@ I% MIN Lu
O U
(EFFECTIVE LENGTH)
TOW=6.69' Z N j
ALARM CONTROL CENTER
5JE RHOMBUS TANK ALERT I OR EQUAL
1-
Z
VISUAL AND AUDIO ALARM
_ Q z
s•'Y.. F� ?�''-,.-ls��`-.",.�V�
rte >x
12N in
REACHES 24 INCHES FROM BOTTOM
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V
MIN
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N�'
H-20 4 LF 4i" PVC
11
=
N
Y: . W.
i.
4 t 4 IV ; �"``
REMOV4 COVER TANK AND PUMP CHAMBER
1500 GALLON 1% MIN
a
END VIEW
SEPTIC TANK
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FROM SEPTIC TANK
BOT EL: -1.17
LIFTINGCHAIN
ru
LOCATION MAP
Q
FACTORY WATERPROOFED
3.00' +-
ALARM FLOAT SWITCH
SET TO ACTIVATE
"UFT-OLRI ADAPTOR
WITH EZ WRAP AT MID TANK SEAM
I
Q 24' FROM BOTTOM
,
t WITH BALL VALVE
8"
INVERT AT FOUNDATION
SLIDE RAIL
3• W/ REINFORGNG
w
3.84'
PUMP (SEE ATTACHED
SPECIFICATION)
------34"
-I�
MIN. F_OOR THICKNESS:
ELEV: - I' +-
QUICK4 PLUS END CAP
8"
3.3" INVERT 18"_
f---4.5" EFFECTIVE LENGTH*
0
o
6"
DESIGN CALCULATIONS
ESTIMATED SEWAGE F=LOW:
TYPE OF ESTABLISHMENT: Family Dwelling, Duplex UNIT: per bedroom
I
NUMBER OF UNITS: 3 REQUIRED FLOW PER UNIT: 110 GPD/UNIT
i
EXISTING OR PROPOSED GARBAGE GRINDER?: NO
3 BEDROOMS x 110 GPD/BEDROOM = 330 GPD
PEfZC * 501L DATA:
PERC RATE: 3 MIN./INCH SOIL CLASS: I
501L TEXTURE: 5 EFFLUENT LOADING RATE: •74
;I
LEACt-11NG AREA REQUIREMENTS: �
I
SF REQUIRED: 330 GPD / 0.74 SF/GPD = 44G SF
UNITS REQUIRED: 44G SF / 4.73 SF/LF = 94.3 LF REQUIRED
94.3 LF/ 4 LF PER UNIT = 23.5 OR 24 UNITS REQUIRED
24 UNITS PROPOSED = 33G GPD
LR DECK BR LR
KIT B BR KIT B BR
HOUSE FLOOR PLAN
R9
V
U
Z
W
O
12 INFILTRATORS (48)
EXIST GRADE z
FIN GRADE i<_ 24 "QUICK 4" INFILTRATORS
Q 12 UNIT BY 2 UNIT BED
I
9 z 48' BY 5.G7
1
D BOX EXIST GRADE
4' MIN. BOTTOM OF BED
SEPARATION 8.0 P
ADJUSTED GROUND WATER @ 4.01'
INSTALL 2" TEE AT END POURED CONCRETE RETAINING WALL 1`
OF 2" FM IN D -BOX P AROUND BED 3 5IDE5
5' FROM BED ON D -BOX SIDE
(54' BY 7.677
P IZO >= I LE
NOT TO SCALE
PLAN VIEW
SCALE: I"= 20'-0"
I
DIMENSIONS: 11' X 6'2" X 6' = 407.22 CF i
BUOYANCY: 407.22 CF X 62.4 LBS/CF = 25,411 LBS
TANK WEIGHT: 21,230 LBS
SOIL COVER WEIGHT (12"): 11' X 6.17' X 1' X 100 LBS/CF = 6787 LBS
TANK AND SOIL COVER WEIGHT GREATER THAN BUOYANCY
1000 GALLON PUMP CHAMBER
DIMENSIONS: 8.5' X 4.83" X 4.5' = 184.7 CIF
BUOYANCY: 184.7 CF X 62.4 LBS/CF = 11,528 LBS
TANK WEIGHT: 9,275 LBS
1' LIQUID ALWAYS IN TANK: 8.5' X 4.83' X 1' X 62.4 LBS/CF = 2,562 LBS
TANK AND LIQUID WEIGHT GREATER THAN BUOYANCY
P E FRC KES U LTS
TEST DATE: 12/14/16
DEEP OBSERVATION HOLE
EL, 6.88' 0"
SL A
10" 10YR3/2
L5 Bw
32" IOYR5/6
GW FND: EL 1.21'
INDEX WELL- MIW-29
ZONE A(11/29,9.91'): 2.8' ADJ g
ADJ GW = 4.01' C
D GW
= 68"
90" 1OYR5/3
(EL .62)
PERC. DEPTH = 26' BOTTOM
PERC. RATE = < 3 MIN/IN
NOTES:
1. SOIL EVALUATIONS PERFORMED BY R CAFARELLI
2. SOIL EVALUATIONS WITNESSED BY AMY VON HONE
3. SEE ATTACHED SOIL EVALUATION SHEET FOR ADDITIONAL INFORMATION.
T T ANO SURVEyO
"�94 "QUICK 4" PILLOW PROFILE CHAMBERS
12 U 5-tONG BY 2 UNITS WIDE
REMOVE 2 TREES
A=164 3
O0 II
II
F=ACTCD ZY WATEKPfOOFPEU
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m
F -
w
O U
>
z
� Z
ALARM CONTROL CENTER
5JE RHOMBUS TANK ALERT I OR EQUAL
1-
Z
VISUAL AND AUDIO ALARM
LLJ
s•'Y.. F� ?�''-,.-ls��`-.",.�V�
rte >x
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U
Z
W
O
12 INFILTRATORS (48)
EXIST GRADE z
FIN GRADE i<_ 24 "QUICK 4" INFILTRATORS
Q 12 UNIT BY 2 UNIT BED
I
9 z 48' BY 5.G7
1
D BOX EXIST GRADE
4' MIN. BOTTOM OF BED
SEPARATION 8.0 P
ADJUSTED GROUND WATER @ 4.01'
INSTALL 2" TEE AT END POURED CONCRETE RETAINING WALL 1`
OF 2" FM IN D -BOX P AROUND BED 3 5IDE5
5' FROM BED ON D -BOX SIDE
(54' BY 7.677
P IZO >= I LE
NOT TO SCALE
PLAN VIEW
SCALE: I"= 20'-0"
I
DIMENSIONS: 11' X 6'2" X 6' = 407.22 CF i
BUOYANCY: 407.22 CF X 62.4 LBS/CF = 25,411 LBS
TANK WEIGHT: 21,230 LBS
SOIL COVER WEIGHT (12"): 11' X 6.17' X 1' X 100 LBS/CF = 6787 LBS
TANK AND SOIL COVER WEIGHT GREATER THAN BUOYANCY
1000 GALLON PUMP CHAMBER
DIMENSIONS: 8.5' X 4.83" X 4.5' = 184.7 CIF
BUOYANCY: 184.7 CF X 62.4 LBS/CF = 11,528 LBS
TANK WEIGHT: 9,275 LBS
1' LIQUID ALWAYS IN TANK: 8.5' X 4.83' X 1' X 62.4 LBS/CF = 2,562 LBS
TANK AND LIQUID WEIGHT GREATER THAN BUOYANCY
P E FRC KES U LTS
TEST DATE: 12/14/16
DEEP OBSERVATION HOLE
EL, 6.88' 0"
SL A
10" 10YR3/2
L5 Bw
32" IOYR5/6
GW FND: EL 1.21'
INDEX WELL- MIW-29
ZONE A(11/29,9.91'): 2.8' ADJ g
ADJ GW = 4.01' C
D GW
= 68"
90" 1OYR5/3
(EL .62)
PERC. DEPTH = 26' BOTTOM
PERC. RATE = < 3 MIN/IN
NOTES:
1. SOIL EVALUATIONS PERFORMED BY R CAFARELLI
2. SOIL EVALUATIONS WITNESSED BY AMY VON HONE
3. SEE ATTACHED SOIL EVALUATION SHEET FOR ADDITIONAL INFORMATION.
T T ANO SURVEyO
"�94 "QUICK 4" PILLOW PROFILE CHAMBERS
12 U 5-tONG BY 2 UNITS WIDE
REMOVE 2 TREES
A=164 3
ASSESSORS MAP: 34/69
PARCEL: 69
PUMP Ct-1AMB1=iZ [DETAIL
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MONOLITHIC 1 000
GALLON PUMP CHAMBER
F=ACTCD ZY WATEKPfOOFPEU
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ELECTRICAL PERMIT REQUIRED
INSTALLED IN THE SEP11C TANK OUTLET
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SUBMERSIBLE PUMP: MEYER MW50 OR EQUAL
ALARM CONTROL CENTER
5JE RHOMBUS TANK ALERT I OR EQUAL
�3N�rs i���x .,� r �' -a
VISUAL AND AUDIO ALARM
PVC CONDUIT WITH WATERPROOF CHECK VALVE TO DRAIN BACK INTO CHAMBER
s•'Y.. F� ?�''-,.-ls��`-.",.�V�
rte >x
THERMOPLASTIC JUNCTION BOX
REACHES 24 INCHES FROM BOTTOM
� 0
V
15' MIN INSIDE DIA CONCRETE
I f'
N�'
RISER TO GRADE
CAST IRON FRAME AND COVER PROVIDE CAST IN PLACE
=
N
Y: . W.
i.
4 t 4 IV ; �"``
REMOV4 COVER TANK AND PUMP CHAMBER
(TYP:2)
a
m
Z> O
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FROM SEPTIC TANK
CV
LIFTINGCHAIN
ru
LOCATION MAP
ASSESSORS MAP: 34/69
PARCEL: 69
PUMP Ct-1AMB1=iZ [DETAIL
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MONOLITHIC 1 000
GALLON PUMP CHAMBER
F=ACTCD ZY WATEKPfOOFPEU
I
A DEP APPROVED "T" FILTER MUST BE
ELECTRICAL PERMIT REQUIRED
INSTALLED IN THE SEP11C TANK OUTLET
I
SUBMERSIBLE PUMP: MEYER MW50 OR EQUAL
ALARM CONTROL CENTER
5JE RHOMBUS TANK ALERT I OR EQUAL
ALARM WIRING TO RUK IN SCHED 40 7R)LL 311 E" DRAIN HOLE IN 2 FM AFTER
VISUAL AND AUDIO ALARM
PVC CONDUIT WITH WATERPROOF CHECK VALVE TO DRAIN BACK INTO CHAMBER
TO ACTIVATE WHEN LEACHATE }
THERMOPLASTIC JUNCTION BOX
REACHES 24 INCHES FROM BOTTOM
� 0
V
15' MIN INSIDE DIA CONCRETE
`
RISER TO GRADE
CAST IRON FRAME AND COVER PROVIDE CAST IN PLACE
=
N
RUBBER BOOTS FOR SEPTIC
REMOV4 COVER TANK AND PUMP CHAMBER
(TYP:2)
a
m
Z> O
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FROM SEPTIC TANK
CV
LIFTINGCHAIN
ru
Z
Q
2" DIA FORCE MAIN
INLET TEE
ALL UNUSED PIPE OPENING5
ALARM FLOAT SWITCH
SET TO ACTIVATE
"UFT-OLRI ADAPTOR
TO BE SECURELY SEALED 1
Q 24' FROM BOTTOM
,
t WITH BALL VALVE
MIN, WALL TACWL55:
SLIDE RAIL
3• W/ REINFORGNG
w
OPTIONAL
4' W10 RONFOKONG
AUTOMATIC FLOAT CONTROL
INSTALL
MIN. F_OOR THICKNESS:
PUMP OFF' 1' OFF BOTTOM
PUMP ON: 1.5. OFF BOTTOM
CHECK VALVE
3' W/ REINFORCING
>
4'W/0 REINFORCING
❑
-COMPACTED SUB -BASE •'� -
---! 000 GALLON PUMP Ct1AME3EF-- _
I
Permit valid for REPAIR t)F SEPTIC SYSTEM
ONLY, clue to State and I ural septic variances.
Board. of 1111calth reviesi and apliroval is required for
any, future add ition s/reno%a lions/alterations to
sewage facilities and/or structures/dHelling.
Yarmouth health Dq)artinent " ('
APPRO kI ED 1'
Date
t
VARIANCE REQUESTS:
MAXIMUM FEASIBLE COMPLIANCE
TITLE 5: 15.405
LEACH TO FOUNDATION: 15' RATHER THAN 20'
TANK INVERTS LESS THAN 12" TO ADJ HGW
TOWN OF YARMOUTH
LEACH TO WETLAND: 74' RATHER THAN 100'
TANKS TO WETLAND: 16' RATHER THAN 50'
MOVE WATER LINE - 9 R=434.89,
TO I O'
cn S
MI N FKOM BED + y
1 P RC
INSTALL 4" PERFORATED PIPE
INTO LEACH BED DOWN TO I
BED BOTTOM. PIPE TO HAVE
CONC ET RETAINING W�L
SCREW ON TOP AND BE WITHIN 1 I' AR UN BED (SEE DETAIL) N ;"0-09,3" OF SURFACE. LOCATION o 5'ON -BOX SID 20»
MAY VARY
I
�
LOTS 14& 15
o SHED 13,810 SQ. FT. f
25-27 MISTY LN1 0.32 ACRES f
(ZtREMOVE EXISTING CESSPOOL 566.96 PERIMETER
rn TOF-6:69 INS' ILVGAL
SGPUMP CHAMBER AL SEPTIC TANK (H-20)
o wF1
o EXISTING / ice`"`\,----'-�-
d INVERT OUT 1 i
6 W
NOTE -
IF
OTE:IF TANK EXCAVATIONS NEED TO BE
DEWATERED, WRAP DISCHARGE END OF PUMP
PIPE WITH FILTER FABRIC TO FILTER OUT
ANY SEDIMENTATION BEFORE DISCHARGE TO
GROUND.
3 WWF --6=---- �WF3 SILT FENCE: The bottom six inches should be buried
_---- WF4 in a trench. If concentrated flow is anticipated (i.e.
-�� due to dewatering) then a siltation sock should be
- EDGE of WETLAND installed along with the silt fence and securely staked,
being sure to wrap the ends upward to avoid
bypassing.
10"
4 @
12" OC
ORIZ
STEEL
'RAP
2' @ CORNERS
#4 @
12" OC
✓ERT
STEEL
FEEL
3" INSIDE WALL
ON FILLED SIDE
18'
POURED CONCRETE
RETAINING WALL
CONSERVATION. NOTES:.
A. All imported fill shall be clean and not contain any foreign debris such
as cement, bituminous concrete, rubber, metal, trash, boulders, etc.
B. Debris, including litter, shall be picked up immediately. Any excess
material that is excavated from the job site shall be disposed of at a
location approved by the Conservation Administrator or in a covered
dumpster. No debris shall be allowed in a Wetland or Waterway.
C. Washing of equipment/tools shall be done OFF-SITE or handled in a
manner appropriate by the Conservation Administrator.
D. No equipment shall be refueled, nor shall fuel be stored within 100 feet
of a resource area.
E. The cesspool is to be pumped dry, removed and disposed of in an
acceptable manner
F. Any area that is disturbed during construction shall be revegetated
immediately or as soon after as the growing season commences.
Permanent stabilization shall be carried out in order to minimize erosion.
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