HomeMy WebLinkAboutEngineer PlanPROFILE: NOT TO SCALE
CRAWL
SPACE
�r
MA
MANHOLE COVERS AS REQUIRED -
VG TO WITHIN 6 OF FINISH GRADE)
/- 4" PVC SCH 40
t U 14"MIN.
/
TEE MIN.
IC
HIGH STRENGTH
1.0 "FAST"
NEW 1500 GALLON SEPTIC
PRECAST CONCRETE I/A
H-20 SEPTIC TANK
SOIL TEST PIT DATA:
TEST PIT #1
FINISH GRADE
EL=9A -
0
EXISTING GRADE
2" PVC FORCE MAIN rl
1,000 GALLON
PRECAST CONCRETE
H-20 PUMP CHAMBER
SCALOR UV DISINFECTION UNIT
MODEL 313 (SUPPLIED BY FAST)
FINISH GRADE
EL=9.2
1.5" PVC
I=F LEVEL LEACHING FIELD
5' SEPARATION
ADJUSTED
GROUNDWATER = H
TOWN OF YARMOUTH
TO ALLOW THE SEPTIC TANK AND PUMP CHAMBER TO BE 36' FROM
THE EDGE OF WETLANDS IN LIEU OF 50'
TO ALLOW THE LEACHING FIELD TO BE 42' FROM EDGE OF WETLANDS
IN LIEU OF 100'. (ON BOTH SIDES)
F
for..REPAIR OF SEPTIC SYSTEMo State and I-vai septic variances.th review and appsman is required for
additionstrennc:,uun.faiteration, Io
es and/or structure./d.relling.
mouth health Dcp., Intent
APPRON' L D
sr&"A,&„'
Name Date
MAY 2 0 zQ22
HEAL'T`H DEPT.
1D. 14; y� DESIGN CRITERIA:
.NOVEMBER. 30, 2006 0� 2� MARK U
GRD. EL. 9.2 HIGH GROUNDWATER COMPUTATION
EST. HIGH GW. 2.5 BASED ON MILL CREEK MHW
MR
INDICATES
ELEV.=8.93
i LOAMY
VARIANCES REQ.
10YR
3/1
9.7
OF HEALTH REGULATIONS.
TITLE 5:
PERC.
LOAMY
SAND
FINISH GRADE
15.211:
TEST
GROUND WATER
5. WITHIN LIMIT OF EXCAVATION REMOVE
EL=9.0
TO ALLOW THE PUMP CHAMBER
AND
SEPTIC TANK TO
BE 9.2'
EXISTING GRADE
AND 8.7' RESPECTIVELY FROM THE
GARAGE IN LIEU OF 10'.
10YR
7/4
D
50"
EL = 2.5
-
TO ALLOW THE LEACHING FIELD
TO
BE 42' FROM THE
EDGE
1009 MUST PASS#4 SIEVE
OF WETLANDS IN LIEU OF 50'.
(ON
BOTH SIDES)
F
(0.15 mm EFFECTIVE PARTICLE SIZE)
TO ALLOW THE PUMP CHAMBER
AND
SEPTIC TANK TO
BE 6.0'
BOTTOM OF LEACH FIELD
FROM THE WATER LINE IN LIEU
OF
10'.
GROUNDWATER ELEVATION
2.5
TO ALLOW THE LEACHING FIELD
TO
BE 3' FROM THE
1.2
ENGINEER DOES NOT GUARANTEE
PROPERTY LINE IN LIEU OF 10'.
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TOWN OF YARMOUTH
TO ALLOW THE SEPTIC TANK AND PUMP CHAMBER TO BE 36' FROM
THE EDGE OF WETLANDS IN LIEU OF 50'
TO ALLOW THE LEACHING FIELD TO BE 42' FROM EDGE OF WETLANDS
IN LIEU OF 100'. (ON BOTH SIDES)
F
for..REPAIR OF SEPTIC SYSTEMo State and I-vai septic variances.th review and appsman is required for
additionstrennc:,uun.faiteration, Io
es and/or structure./d.relling.
mouth health Dcp., Intent
APPRON' L D
sr&"A,&„'
Name Date
MAY 2 0 zQ22
HEAL'T`H DEPT.
1D. 14; y� DESIGN CRITERIA:
.NOVEMBER. 30, 2006 0� 2� MARK U
GRD. EL. 9.2 HIGH GROUNDWATER COMPUTATION
EST. HIGH GW. 2.5 BASED ON MILL CREEK MHW
.1
DATE:
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
AMY VON HONE
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
MARK DIBB
SOIL CLASS:
0.74 G.P.D./SQ.FT.
MR
INDICATES
ELEV.=8.93
i LOAMY
SAND
10YR
3/1
9.7
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
PERC.
LOAMY
SAND
10YR
6/6
TEST
GROUND WATER
5. WITHIN LIMIT OF EXCAVATION REMOVE
i
INDICATES
B
EL = 8.0
A INDICATES
y OBSERVED
MEDIUM
SAND
10YR
7/4
D
50"
EL = 2.5
-
EL =
1.2
.1
DATE:
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
AMY VON HONE
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
MARK DIBB
SOIL CLASS:
0.74 G.P.D./SQ.FT.
'a DIBB ,
c CIVIL y
�~ . % 140.45997ft 30M
EXISTING FLOW:
BEDROOM 3 BEDROOM 4 d NOTE: A9t5A`@moo �Q 5 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
NOTE: 1,10 " r EXISTING SEPTIC COMPONENTS TO BE
EXISTING GARBAGE DISPOSAL TO BE PUMPED, CLEAN FILLED OR REMOVED
FROM SITE IN (ACCORDANCE WITH
REMOVED FROM EXISTING KITCHEN DUE 47- TITLE 5. j °67 DESIGN FLOW'
BATH TO RECOGNIZED ADVERSE INFLUENCE. O
ON THE PROPOSED SEPTIC SYSTEM: /q� 5 BEDROOMS AT 110 G. P.B./D 330 G.P.D.
h
CO
cws REQUIRED SEPTIC TANK:
0. 550 X 200% = 1100 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
BEDROOM 5 �
�� SIZE OF LEACHING FACILITY REQUIRED:
w \ DESIGN PERC. RATE: <2
G MIN./ INCH
LONG TERM APPL RATE 0.74 G.P.D/S. F.
SECOND FLOOR \v D / /r
NOTKTO
NOT �V ����' / - sy A550 GPD T .0,74 GPD/SF = 743 S.F.
T
SHED \ T°F01- SIZE OF LEACHING FACILITY PROVIDED:
JSE LEACHING FIELD
BOTTOM 15",x 5b,-,_' 750 S.F
150'S,F X 0.74 GPD/SF555 GPD
MHW AT TOE OF WALL ` /�� / \ \
(+6-bHPRRY' \�
W \ 18" OAK
0 FULL "CHERRY \ \
FOUNDATION
� BEDROOM 2 \ AREA 11'X`12' o\ \�\ \ LOCUS INFORMATION
GARAGE
\ ' 1
36.6' ' BEDROOM 1 `\ \
z PROPOSED "Uv" CURRENT OWNER: BARBARA J. PIERCE
(qWITH H-20 42.0' `
\ \
tw COVER WALKWAY J / pv� Nv=s.3 \ \ TITLE REFERENCE: BOOK 16195, PAGE 299
PROPOSED 1500 00 / i INV=8.2\ \ BRICK
GALLON H-20 REPL MB ALL SEWAGE IPA - \ - PATIO
g PROPOSED 1000 I/A SEPTIC TANK j /- TO THIS OUTLET `y � BATH e � \ PLAN REFERENCE: BOOK 146, PAGE 135
GALLON H - 2O -
PUMP CHAMBER 9 TO ASSESSORS MAP: 29
� � tP Z \ \ /
w 35 B�Fi / 2 STORY yv \ \ PARCEL: 88
N/F o 4, 0µW W 8.7' / 7no WOOD FRAME \ 0" CHERRY
DONNA LEA GAVIN BAKER q 9.0
9.2' 18.4' // \ \ ZONING DISTRICT: R-25
/� ,10.1' HOUSE #52 PANTRY
ASSESSORS MAP 29 �.tW W _ �-r �' � SETBACKS: FRONT 30'
roF=s.7
PARCEL 87 UP 9.3 nY m' SIDE 15'
CB/LP 3 W /' 6.1' L U` Tf/.2' ➢n j { REAR 20'
� 2"PVC _. SOS �P LIVING ROOM
FIND W
S Tr .2: �p KITCHEN \ / MINIMUM LOT SIZE: 25,000
4 8.8 GRAVEL EXISTING LOT AREA: 15,517±S.F.
10. ' DRIVEWAA 5/ \ DINING INV=7.` / / OVERLAY DISTRICT: NOT IN A ZONE 11
.� . WALyd ROOM
-8 71 5106 K RA� (3) ® 9.4 PINE
z A 1 10' _ FEMA FLOOD A-12 ELEV. 10 AS SHOWN ON
- - - - - I 3' �p ®1 �. 2" f / ZONE DISTRICT: PANEL #250015 0005 D
DATED 7/2/92
CF, gOFFER TO �_ SND_ " S
R0D8.I A '� N �i
A --� \ iX 9.9 N/F LOCUS PLAN: NO SCALE
32" WILLOW
�- � BARBARA J. PIERCE � � l- 28
8.6 CB/DH g / - \ ASSESSORS MAP 29 \
W FND �C 8.7 y \ PARCEL 88 \ /
/ TH 1 15,517±S.F.
8.8 PROPED� / �pW 5 /°j / / X 28 N
-� VF,�JT ��' pbF' PROPOSED 15x50' PRESSURE NOTE:
DOSED LEACHING FIELD J 0/ EXISTING SEPTIC COMPONENTS TO BE A
BENCH MARK: FO 5(P / / / FROMSITE NACCORDANCE WITH
PUMPED,
REMOVED m
TOP OF CONCRETE BOUND \ �t \ ' / TITLE 5.
ELEV. 8.93 NGVD OJ9 / 1
S/
sr°Csjr� ��y3 � \ 2.0' M/LL CREEK
X 9.6 RID
LOCUS
ASSESSORS ILYTR
. \ X 7.5 i i 'MHW AT TOE OF WAU PLAN VIEW
PARCEL 89 9°0• SCALE: 1' 10 FEET
LEW7S BAY
0 5 10 20 FT.
REVISIONS
MR
INDICATES
ELEV.=8.93
INVERT ELEVATIONS:
DN
INDICATES
y ESTIMATED
9.7
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
PERC.
= SEASONAL HIGH
A
LOCATED WITHIN 150 FT. OF THE
REPLUMB AND RELOCATE EXISTING PLUMBING
TEST
GROUND WATER
5. WITHIN LIMIT OF EXCAVATION REMOVE
4" INVERT AT SEPTIC TANK (IN)
INDICATES
B
CLEAN GRANULAR SAND, FREE FROM ORGANIC
A INDICATES
y OBSERVED
C
NOT CONTAIN ANY MATERIAL LARGER THAN
UNSUITABLE
= GROUND WATER
D
BY WEIGHT OF THE FILL SAMPLE MAY BE
MATERIAL
5.00
'a DIBB ,
c CIVIL y
�~ . % 140.45997ft 30M
EXISTING FLOW:
BEDROOM 3 BEDROOM 4 d NOTE: A9t5A`@moo �Q 5 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
NOTE: 1,10 " r EXISTING SEPTIC COMPONENTS TO BE
EXISTING GARBAGE DISPOSAL TO BE PUMPED, CLEAN FILLED OR REMOVED
FROM SITE IN (ACCORDANCE WITH
REMOVED FROM EXISTING KITCHEN DUE 47- TITLE 5. j °67 DESIGN FLOW'
BATH TO RECOGNIZED ADVERSE INFLUENCE. O
ON THE PROPOSED SEPTIC SYSTEM: /q� 5 BEDROOMS AT 110 G. P.B./D 330 G.P.D.
h
CO
cws REQUIRED SEPTIC TANK:
0. 550 X 200% = 1100 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
BEDROOM 5 �
�� SIZE OF LEACHING FACILITY REQUIRED:
w \ DESIGN PERC. RATE: <2
G MIN./ INCH
LONG TERM APPL RATE 0.74 G.P.D/S. F.
SECOND FLOOR \v D / /r
NOTKTO
NOT �V ����' / - sy A550 GPD T .0,74 GPD/SF = 743 S.F.
T
SHED \ T°F01- SIZE OF LEACHING FACILITY PROVIDED:
JSE LEACHING FIELD
BOTTOM 15",x 5b,-,_' 750 S.F
150'S,F X 0.74 GPD/SF555 GPD
MHW AT TOE OF WALL ` /�� / \ \
(+6-bHPRRY' \�
W \ 18" OAK
0 FULL "CHERRY \ \
FOUNDATION
� BEDROOM 2 \ AREA 11'X`12' o\ \�\ \ LOCUS INFORMATION
GARAGE
\ ' 1
36.6' ' BEDROOM 1 `\ \
z PROPOSED "Uv" CURRENT OWNER: BARBARA J. PIERCE
(qWITH H-20 42.0' `
\ \
tw COVER WALKWAY J / pv� Nv=s.3 \ \ TITLE REFERENCE: BOOK 16195, PAGE 299
PROPOSED 1500 00 / i INV=8.2\ \ BRICK
GALLON H-20 REPL MB ALL SEWAGE IPA - \ - PATIO
g PROPOSED 1000 I/A SEPTIC TANK j /- TO THIS OUTLET `y � BATH e � \ PLAN REFERENCE: BOOK 146, PAGE 135
GALLON H - 2O -
PUMP CHAMBER 9 TO ASSESSORS MAP: 29
� � tP Z \ \ /
w 35 B�Fi / 2 STORY yv \ \ PARCEL: 88
N/F o 4, 0µW W 8.7' / 7no WOOD FRAME \ 0" CHERRY
DONNA LEA GAVIN BAKER q 9.0
9.2' 18.4' // \ \ ZONING DISTRICT: R-25
/� ,10.1' HOUSE #52 PANTRY
ASSESSORS MAP 29 �.tW W _ �-r �' � SETBACKS: FRONT 30'
roF=s.7
PARCEL 87 UP 9.3 nY m' SIDE 15'
CB/LP 3 W /' 6.1' L U` Tf/.2' ➢n j { REAR 20'
� 2"PVC _. SOS �P LIVING ROOM
FIND W
S Tr .2: �p KITCHEN \ / MINIMUM LOT SIZE: 25,000
4 8.8 GRAVEL EXISTING LOT AREA: 15,517±S.F.
10. ' DRIVEWAA 5/ \ DINING INV=7.` / / OVERLAY DISTRICT: NOT IN A ZONE 11
.� . WALyd ROOM
-8 71 5106 K RA� (3) ® 9.4 PINE
z A 1 10' _ FEMA FLOOD A-12 ELEV. 10 AS SHOWN ON
- - - - - I 3' �p ®1 �. 2" f / ZONE DISTRICT: PANEL #250015 0005 D
DATED 7/2/92
CF, gOFFER TO �_ SND_ " S
R0D8.I A '� N �i
A --� \ iX 9.9 N/F LOCUS PLAN: NO SCALE
32" WILLOW
�- � BARBARA J. PIERCE � � l- 28
8.6 CB/DH g / - \ ASSESSORS MAP 29 \
W FND �C 8.7 y \ PARCEL 88 \ /
/ TH 1 15,517±S.F.
8.8 PROPED� / �pW 5 /°j / / X 28 N
-� VF,�JT ��' pbF' PROPOSED 15x50' PRESSURE NOTE:
DOSED LEACHING FIELD J 0/ EXISTING SEPTIC COMPONENTS TO BE A
BENCH MARK: FO 5(P / / / FROMSITE NACCORDANCE WITH
PUMPED,
REMOVED m
TOP OF CONCRETE BOUND \ �t \ ' / TITLE 5.
ELEV. 8.93 NGVD OJ9 / 1
S/
sr°Csjr� ��y3 � \ 2.0' M/LL CREEK
X 9.6 RID
LOCUS
ASSESSORS ILYTR
. \ X 7.5 i i 'MHW AT TOE OF WAU PLAN VIEW
PARCEL 89 9°0• SCALE: 1' 10 FEET
LEW7S BAY
0 5 10 20 FT.
REVISIONS
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK USED: RM 19
BENCH MARK SET: TOP OF CONCRETE
BOUND
ELEV.=8.93
INVERT ELEVATIONS:
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
TOP OF FOUNDATION
9.7
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
4" INVERT AT BUILDING
6.30
A
LOCATED WITHIN 150 FT. OF THE
REPLUMB AND RELOCATE EXISTING PLUMBING
***
150' OF ANY KNOWN LEACHING FACILITY,
5. WITHIN LIMIT OF EXCAVATION REMOVE
4" INVERT AT SEPTIC TANK (IN)
5.60
B
CLEAN GRANULAR SAND, FREE FROM ORGANIC
4" INVERT AT SEPTIC TANK (OUT)
5.35
C
NOT CONTAIN ANY MATERIAL LARGER THAN
4" INVERT AT PUMP CHAMBER (IN)
5.25
D
BY WEIGHT OF THE FILL SAMPLE MAY BE
2" INVERT AT PUMP CHAMBER (OUT)
5.00
' E
ANALYSES MUST DEMONSTRATE THAT THE
INVERTS AT LEACHING FACILITY:
SPECIFICATIONS:
1009 MUST PASS#4 SIEVE
i
1 1/2" INVERT AT LEACH FIELD
8.0
F
(0.15 mm EFFECTIVE PARTICLE SIZE)
BREAKOUT=8.3
FG=9.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
BOTTOM OF LEACH FIELD
7.5
G
AND THE APPLICABLE UTILITY
GROUNDWATER ELEVATION
2.5
H
THE STATE OF MASSACHUSETTS
OBSERVED GROUNDWATER
1.2
ENGINEER DOES NOT GUARANTEE
'a DIBB ,
c CIVIL y
�~ . % 140.45997ft 30M
EXISTING FLOW:
BEDROOM 3 BEDROOM 4 d NOTE: A9t5A`@moo �Q 5 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
NOTE: 1,10 " r EXISTING SEPTIC COMPONENTS TO BE
EXISTING GARBAGE DISPOSAL TO BE PUMPED, CLEAN FILLED OR REMOVED
FROM SITE IN (ACCORDANCE WITH
REMOVED FROM EXISTING KITCHEN DUE 47- TITLE 5. j °67 DESIGN FLOW'
BATH TO RECOGNIZED ADVERSE INFLUENCE. O
ON THE PROPOSED SEPTIC SYSTEM: /q� 5 BEDROOMS AT 110 G. P.B./D 330 G.P.D.
h
CO
cws REQUIRED SEPTIC TANK:
0. 550 X 200% = 1100 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
BEDROOM 5 �
�� SIZE OF LEACHING FACILITY REQUIRED:
w \ DESIGN PERC. RATE: <2
G MIN./ INCH
LONG TERM APPL RATE 0.74 G.P.D/S. F.
SECOND FLOOR \v D / /r
NOTKTO
NOT �V ����' / - sy A550 GPD T .0,74 GPD/SF = 743 S.F.
T
SHED \ T°F01- SIZE OF LEACHING FACILITY PROVIDED:
JSE LEACHING FIELD
BOTTOM 15",x 5b,-,_' 750 S.F
150'S,F X 0.74 GPD/SF555 GPD
MHW AT TOE OF WALL ` /�� / \ \
(+6-bHPRRY' \�
W \ 18" OAK
0 FULL "CHERRY \ \
FOUNDATION
� BEDROOM 2 \ AREA 11'X`12' o\ \�\ \ LOCUS INFORMATION
GARAGE
\ ' 1
36.6' ' BEDROOM 1 `\ \
z PROPOSED "Uv" CURRENT OWNER: BARBARA J. PIERCE
(qWITH H-20 42.0' `
\ \
tw COVER WALKWAY J / pv� Nv=s.3 \ \ TITLE REFERENCE: BOOK 16195, PAGE 299
PROPOSED 1500 00 / i INV=8.2\ \ BRICK
GALLON H-20 REPL MB ALL SEWAGE IPA - \ - PATIO
g PROPOSED 1000 I/A SEPTIC TANK j /- TO THIS OUTLET `y � BATH e � \ PLAN REFERENCE: BOOK 146, PAGE 135
GALLON H - 2O -
PUMP CHAMBER 9 TO ASSESSORS MAP: 29
� � tP Z \ \ /
w 35 B�Fi / 2 STORY yv \ \ PARCEL: 88
N/F o 4, 0µW W 8.7' / 7no WOOD FRAME \ 0" CHERRY
DONNA LEA GAVIN BAKER q 9.0
9.2' 18.4' // \ \ ZONING DISTRICT: R-25
/� ,10.1' HOUSE #52 PANTRY
ASSESSORS MAP 29 �.tW W _ �-r �' � SETBACKS: FRONT 30'
roF=s.7
PARCEL 87 UP 9.3 nY m' SIDE 15'
CB/LP 3 W /' 6.1' L U` Tf/.2' ➢n j { REAR 20'
� 2"PVC _. SOS �P LIVING ROOM
FIND W
S Tr .2: �p KITCHEN \ / MINIMUM LOT SIZE: 25,000
4 8.8 GRAVEL EXISTING LOT AREA: 15,517±S.F.
10. ' DRIVEWAA 5/ \ DINING INV=7.` / / OVERLAY DISTRICT: NOT IN A ZONE 11
.� . WALyd ROOM
-8 71 5106 K RA� (3) ® 9.4 PINE
z A 1 10' _ FEMA FLOOD A-12 ELEV. 10 AS SHOWN ON
- - - - - I 3' �p ®1 �. 2" f / ZONE DISTRICT: PANEL #250015 0005 D
DATED 7/2/92
CF, gOFFER TO �_ SND_ " S
R0D8.I A '� N �i
A --� \ iX 9.9 N/F LOCUS PLAN: NO SCALE
32" WILLOW
�- � BARBARA J. PIERCE � � l- 28
8.6 CB/DH g / - \ ASSESSORS MAP 29 \
W FND �C 8.7 y \ PARCEL 88 \ /
/ TH 1 15,517±S.F.
8.8 PROPED� / �pW 5 /°j / / X 28 N
-� VF,�JT ��' pbF' PROPOSED 15x50' PRESSURE NOTE:
DOSED LEACHING FIELD J 0/ EXISTING SEPTIC COMPONENTS TO BE A
BENCH MARK: FO 5(P / / / FROMSITE NACCORDANCE WITH
PUMPED,
REMOVED m
TOP OF CONCRETE BOUND \ �t \ ' / TITLE 5.
ELEV. 8.93 NGVD OJ9 / 1
S/
sr°Csjr� ��y3 � \ 2.0' M/LL CREEK
X 9.6 RID
LOCUS
ASSESSORS ILYTR
. \ X 7.5 i i 'MHW AT TOE OF WAU PLAN VIEW
PARCEL 89 9°0• SCALE: 1' 10 FEET
LEW7S BAY
0 5 10 20 FT.
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY,
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
6. REPLACE ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 457
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE #4 SIEVE. SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
1009 MUST PASS#4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
109-1009 MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
09-209 MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
09-59 MUST PASS #200 SIEVE
(0.075 mm EFFECTIVE PAR71CLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FaclurY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THECONTRACTOR PRIOR TO CONSTRUCTION,
CONFIRM LOCATION & NUMBER OF INVERTS.
0. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GPOUP
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
tr52
PRINCE ROAD
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
BARBARA PIERCE
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
(239) 394-0371
DATE: FEBRUARY 9, 2007
COMP./DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 9187-SEP.DWG
DWG NO. 5781-01
SHEET 1 OF 3
JOB NO. 4-9187.00
_n
a
ULTRAVIOLET UNIT DESIGN DETAIL
SEPTIC TANK WITH FAST
SEE DETAIL SHEET 3
18" CAST IRON
FRAME & COVER
REMOVABLE CAP
JUNCTION.. BOX
UP TO
24
TREATMENT DISINFECTED
EFFLUENT EFFLUENT
18"
SALCOR UV DISINFECTION UNIT
MODEL 3G (SUPPLIED BY FAST)
INSPECTION SCHEDULE
1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE. C
2. WALL LOCATION TO BE STAKED OUT PRIOR TO CONSTRUCTION.
3. ENGINEER SHALL INSPECT INSTALLATION OF VERSA-LOK WALLS AND IMPERVIOUS BARRIER.
PRIOR TO BACKFILL
4, ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE
OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED.
5. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM ALTERNATE BETWEEN TOP
AND THE PUMP MECHANISMS HAVE BEEN INSTALLED, PRIOR TO BACKFILL. AND BOTTOM OF PIPE
6. ENGINEER TO INSPECT FINISH GRADE AROUND VERSA-LOK RETAINING WALL. EXACT DIAMETER HOLES
SHOULD BE SHOP DRILLED WI in
A DRILL PRESS TO ENSURE
UNIFORMITY. REMOVE BURRS
PRIOR TO PLACING PIPE.
1000 GALLON H-20 PUMP CHAMBER
1.5"DIA. SCH-40 PVC LATERALS
SNAP-ON
SHIELD
DRAINAGE SLOTS
ORIFIC
�NIFI D DETAIL
NOT TO SCALE
DOSING CALCULATIONS:
DESIGN FLOW TO CHAMBER = 550 GPD
REQ'D EMERGENCY STORAGE = 550 GAL
PUMP POWER EMERGENCY STORAGE PROVO = 607 GAL
-
& FLOAT 4'-5" 5 -3" 27"x4' -5"x8' -2"x7.48 GAL/CF = 607 GAL
CONTROL NUMBER OF DOSING CYCLES = 4I PER DAY
CABLES 0 DEPTH PER CYCLE = 4 INCHES
4"x4' -5"x8' -2"x7.48' GAL/CF = 89 GAL/DOSE
INLET DESIGN TDH = 12 FEET
TEE DESIGN GPM = 38 GPM
5" WALLS.
FINISHED GRADE 27 MIN.
PRESSURE DOSE SPECIFICATIONS
PERFORATION SIZE: 1/4- DIAMETER
PERFORATION SPACING 5' O.C.
LATERAL DIAMETER 1.5"
MANIFOLD DIAMETER 2"
PERFORATIONS ON ADJACENT LATERALS
TO BE STAGGERED. 30 TOTAL
PUMP DOSING _ CALCULATIONS
1 DETERMINE VOLUME OF EFFLUENT TO BE
PUMPED TO WASTEFLOW DRIPLINES
DAILY FLOW = 550 GALLONS
NUMBER OF DOSES PER DAY = t6
NUMBER OF GALLONS = 550/6 = 92 GALLONS
DRAIN BACK VOLUME
2" FORCE MAIN & 2" MANIFOLD 1 GALLONS
PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME
93 GALS. = 1 GALS. + 92 GALS.
2. DISCHARGE RATE
38 GPM ® 12 FT OF HEAD
3 PUMP
USE MYERS SRM 4 PUMP OR APPROVED EQUIVALENT.
WITH VERTICAL FLOAT SWITCH
4
ORIFICE SHIELD OS150CW
24" DIA MIN. C.I.
MANHOLE COVER
5'-0"
DEPT.
DOUBLE WASHED STONE
1H OF 1(4,91
— BROUGHT TO FINISH GRADE BOLT ON COVERS
CIVIL
RSct, 45937
2'-6"so
TOP STONE ELEV. 8.3
FIN, GR. EL. = 9.0
& /// `/A
W. Yarmouth Massachusetts
02673
PHONE 1-800-348-9843
TOP EL. =6.75
OO 00 O
2" MIN. OF 1/8" T0. 1/4"
SYSTEM REPAIR
#52
NOTES:
OR EQUAL
{
12" MIN
t
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
- VENT
1.
PUMP CHAMBER TO WITHSTAND
36" MAX
FROM SEPTIC
SECURE CHAIN
1.5"PVC SCH 40 LATERALS
pp p
pp
2" PVC
COVER
H-20 LOADING
INV.= 5.25 TANK
1/4" PERF. (TYP)
NEAR THE CROWN OF THE PIPE
TO WALL
�Ooo,..
mom
DISCHARGE
oWo
oq'
DOUBLE WASHED STONE
AT THE END OF EACH LATERAL.
p
pp 4p 1.5" PVC SCH 40 pp
EMER. a 2e
pp
TO BE PLACED ADJACENT
PIPE INV 5.00
2.
WATERPROOF AT FACTORY
TO 1/8" VENT HOLE
6'-0"
2" SCH 40 PVC MANIFOLD PIPES
STOR. R =
ORIFICE SHIELDS AS
2" GALV. UNION/WEEP HOLE
MANUFACTURED
OR APPROVED EQUAL.
ALARM ELEV.= 3.00
2" PVC SCH 40
O v
1/4" PERFORATIONS ALTERNATED
FORCE MAIN
CHECK VALVE
POINT OF EACH LATERAL LINE
EVERY 5'-0" AT THE 6 O'CLOCK
SECTION
A
- ww
mop
2" SCH
.
ALL PIPE CONNECTIONS AND CONCRETE
PUMP ON EL. = 2.50
T6"
—_ R w F
E
PVC THREADED
CONSTRUCTION SHALL BE WATERTIGHT.
ADJ. G.W. 2.5
T
4" w vm
PIPE
4.
RAISE MANHOLE TO FINISH GRADE WITH
PUMP OFF EL. = 2.17
?
3 MERCURY FLOAT
SEWER BRICK AND MORTAR. FULL OUTER
na-
- 11
LEVEL CONTROLS
MORTAR PARGE TO PROVIDE WATER
BOT. EL = 0.70
MYERS SRM 4
TIGHT SEAL
�croP �a aboon o a oo �Q�oou�:�ooa
SEWAGE PUMP/
VERTICAL FLOAT SWITCH
5.
POWER GABLES TO BE PLACED IN
6" MIN. 3/4" TO 1 1/2" STONE
LOCATED UNDER MH
CONDUIT IN ACCORDANCE WITH LOCAL
BUILDING AND WIRE CODES.
NOT TO SCALE
PRESSURE DOSE SPECIFICATIONS
PERFORATION SIZE: 1/4- DIAMETER
PERFORATION SPACING 5' O.C.
LATERAL DIAMETER 1.5"
MANIFOLD DIAMETER 2"
PERFORATIONS ON ADJACENT LATERALS
TO BE STAGGERED. 30 TOTAL
PUMP DOSING _ CALCULATIONS
1 DETERMINE VOLUME OF EFFLUENT TO BE
PUMPED TO WASTEFLOW DRIPLINES
DAILY FLOW = 550 GALLONS
NUMBER OF DOSES PER DAY = t6
NUMBER OF GALLONS = 550/6 = 92 GALLONS
DRAIN BACK VOLUME
2" FORCE MAIN & 2" MANIFOLD 1 GALLONS
PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME
93 GALS. = 1 GALS. + 92 GALS.
2. DISCHARGE RATE
38 GPM ® 12 FT OF HEAD
3 PUMP
USE MYERS SRM 4 PUMP OR APPROVED EQUIVALENT.
WITH VERTICAL FLOAT SWITCH
4
ORIFICE SHIELD OS150CW
NO. DATE DESCRIPTION
5'-0"
5'-0"
DEPT.
DOUBLE WASHED STONE
1H OF 1(4,91
ORENCO SYSTEMS INC.
CIVIL
RSct, 45937
2'-6"so
TOP STONE ELEV. 8.3
BsC GROUPi
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
PHONE 1-800-348-9843
pOOO
OO 00 O
2" MIN. OF 1/8" T0. 1/4"
SYSTEM REPAIR
#52
PRINCE ROAD
OR EQUAL
MASSACHUSETTS
12" MIN
DOUBLE WASHED STONE
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
- VENT
DATE: JANUARY 31, 2007
COMP./DESIGN: K. HEALY
36" MAX
TOP STONE
ELEV. 7.3
1.5"PVC SCH 40 LATERALS
pp p
pp
pp1/4"
COVER
SET LEVEL AT ELEV. 8.0
SHEET 2 OF 3
1/4" PERF. (TYP)
NEAR THE CROWN OF THE PIPE
�Ooo,..
mom
rn0�
oWo
oq'
DOUBLE WASHED STONE
AT THE END OF EACH LATERAL.
p
pp 4p 1.5" PVC SCH 40 pp
pp
TO BE PLACED ADJACENT
LATERALS. (TYP)
TO 1/8" VENT HOLE
2" SCH 40 PVC MANIFOLD PIPES
6" OF 3/4" TO 1 1/2"
ORIFICE SHIELDS AS
DOUBLE WASHED STONE
MANUFACTURED
BY ORENCO SYSTEMS INC.
2" PVC SCH 40
OR APPROVED EQUAL
1/4" PERFORATIONS ALTERNATED
FORCE MAIN
MID
POINT OF EACH LATERAL LINE
EVERY 5'-0" AT THE 6 O'CLOCK
SECTION
A
POSITION. (TYP)
SECTION B -
B
NOT TO SCALE
7" DIA. CONTROL VALVE BOX AS
MANUFACTURED BY AMETEK PLYMOUTH
PRODUCTS DIVISION. PAT. #3858765
PVC
OR APPROVED EQUAL. CAP NUT
ORIFICE SHIELDS AS TO BE BROUGHT TO WITHIN
MANUFACTURED BY ORENCO SYSTEMS INC. 3" OF FINISHED GRADE
OR APPROVED EQUAL
I Alin All,II
2.5'5'-0" 5'-0"---� CLEANOUT
ALTERNATE PERFORATIONS SEE SYSTEM LAYOUT
2" MIN. OF 1/8" TO 1/4" V-0"
NO. DATE DESCRIPTION
5'—O"
2-1" 45' BEND
DEPT.
DOUBLE WASHED STONE
1H OF 1(4,91
MARK O.c
�.' wllka
CIVIL
RSct, 45937
TOP STONE ELEV. 8.3
BsC GROUPi
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
000 00p
pOOO
OO 00 O
-411 S. _ "
1 /4
SYSTEM REPAIR
#52
PRINCE ROAD
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
BARBARA PIERCE
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
- VENT
DATE: JANUARY 31, 2007
COMP./DESIGN: K. HEALY
CHECK: M. DIBB
pp o
pp HOLE
1.5"PVC SCH 40 LATERALS
pp p
pp
pp1/4"
PERFORATION TO BE PLACED
SET LEVEL AT ELEV. 8.0
SHEET 2 OF 3
1/4" PERF. (TYP)
NEAR THE CROWN OF THE PIPE
6" OF 3/4" TO 1 1/2"
IN THE 45' BEND
6" OF 3/4 TO 1 1/2"
DOUBLE WASHED STONE
AT THE END OF EACH LATERAL.
DOUBLE WASHED STONE
TO BE PLACED ADJACENT
TO 1/8" VENT HOLE
2" SCH 40 PVC MANIFOLD PIPES
AND BENEATH VALVE BOX
PITCH 0.005 BACK TO FORCE MAIN.
1/4-
PERFORATION TO BE PLACED
2" PVC SCH 40
AT THE 6 O'CLOCK POSITION AT THE
FORCE MAIN
MID
POINT OF EACH LATERAL LINE
SECTION
A
- A
NOT TO SCALE
REVISIONS
NO. DATE DESCRIPTION
OdL��0
2022
T
DEPT.
1H OF 1(4,91
MARK O.c
�.' wllka
CIVIL
RSct, 45937
BsC GROUPi
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
#52
PRINCE ROAD
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
BARBARA PIERCE
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
(239) 394-0371
DATE: JANUARY 31, 2007
COMP./DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 9187SEP1.DWG
DWG N0: 5781-01
SHEET 2 OF 3
JOB NO. 4-9187.00
Specif ications For HighStrengthFAST L0 Wastewater Treatment System
GENERAL 5 REMOTE MOUNTED BLOW
1ER
The blower may be mounted remote
The contractor shalt furnish and
with no more than 100 ft
Install (1) HlghStrengthFAST 1.0 our M) of
piping and no more than four. elbows,
treatment system as manufactured by from the HighStrengthFAST unit on a
Bio-Microbics, Inc. The treatment contractor supplied concrete base.
system shall be complete with all The blower Must not set in standing
needed equipment as shown on the water and its elevation must be higher
drawings and specified herein, than the normal flood level. A
two-piece, rectangular housing shalt
The principal items of equipment shad be provided with tamper -proof screws.
include FAST System insert, insert lid The discharge air tine from the blower
Cor leg extensions if that option is to the HighStrengthFAST shall be
chosen), blower assembly, blower provided and installed by the
controls and alarms. The contractor.
HighStrengthFAST 1.0 unit shall be
situated within a 500 gallon minimum 6 ELECTRICAL
compartment tank, as shown on the The electrical source should be within
plans, or in a 1250 gallon one 150 feet of the blower. Consult local
compartment tank. Tank(s) must code for longer wiring distances. All
conform to local, state, and all other wiring must conform to code. The input
applicable codes. The contractor shalt power required for the blower is
provide coordination between the FAST 115/230 Volts, Single Phase, 60/50
system and tank supplier with regard Hertz, 3.8/1.9 Full Load Amps, minimum
to fabrication of the tank, Installation wire size is 14 A.W,G. (Locked Rotor
of the FAST unit and delivery to the Amps are 18,6/9,3). All conduit and
job site. wiring between the electrical control
2, OPERATING C❑NDTIONS panel (optional), the power supply, and
the blower shall be furnished and
The HighStrengthFAST 1.0 treatment installed by the contractor.
system shall be capable of treating
the wastewater from all facilities 7. ALARMS
producing appropriate waste to develop The alarm system shall consist of a
and sustain a viable biomass. Waste visual and audible alarm to Indicate
containing inhibitory substances is not loss of power to the blower and/or
ec9mmend-"� Com +vontmonl: in .the A ,.,nru,nl SilPnCe
FAST system. Consult factory for a
switch is Included.
proper sizing and usage.
8. INSTALLATIDN AND OPERATION
3. MEDIA INSTRUCTIONS
The FAST media shall be manufactured ALL work must be done in accordance
of rigid PVC, polyethylene or with total codes and regulations.
polypropylene and it shalt be Installation of the HighStrengthFAST
supported by the polyethylene insert. 1.0 shall be done In accordance with
The media shalt be fixed in position and the written instructions provided by
contain no moving or wearing parts and the manufacturer. No more than four
shall not corrode. The media shall be feet of fill may be placed over the
designed and installed to ensure that FAST lid. Operation manuals shall be
sloughed solids immediately descend furnished which will include a
through the media to the bottom of description of installation, operation,
the septic tank. and system maintenance procedures.
There shall be a separate manual for
4. BLOWER the installer, service provider, and
The HighStrengthFAST 1.0 unit shalt owner, tailored to each.
come equipped with a regenerative type
blower capable of delivering 32-36 CFM.
The blower assembly shalt include an
Inlet fitter with metal filter element.
MDS 6' GRATE
(6-034 IMUNI)GRATE)
V/9.1 SQ IN UEN SURFACE
AREA OR E&P"AL.ENT
2' <Scm) SEE NOTE 3
r2cm)_ 1.25' 9.25'9(23,5cm) (22,9cm)SECURED WrM
STAINLESS
STEEL. SCREVS
O
(43.2cm) (22.9cm) 6' MA
ONSERVATMN
6` (15.2cm)
NOTES
1,25' VENTS 1, SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION
(3.2cm> W/FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE
G
TYP 22,75' <57,8cm) EXTENSION EIGHT (8) SCREWS PER FOOT ARE
BLOWER HOUSING BASE
DIMENSIONS (SECTION A -A)
01
WM o
14'
(35.6cm)
A
COCREIIE
5'
(12.7cm) JJ
BLOWER
HOUSING
DIMENSI❑NS
LE
INCLUDED AND SHOULD BE USED ON EACH OF THE
FOUR (4) CORNER LEG EXTENSIONS.
2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS
ONLY) TO THE BASE OF THE TANK, PLACE BOLTS
AT OPPOSITE CORNERS OF THE LEG EXTENSION
BASE.
3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT
THE 3,9' LEG EXTENSION IN THE CENTER INTO TWO
SEPARATE PIECES THEN CUT A SCH 40 PVC PIPE
TO THE DESIRED 'LENGTH AND SLIP THE 'PIPE OVER
THE TOP AND BOTTOM CUT SECTIONS OF THE LEG
EXTENSIONS.
4. ATTACH' PIPES WITH STAINLESS STEEL SCREWS,
5. VENT TO BE LOCATED ABOVE FINISH GRADE OR
HIGHER TO AVOID INFILTRATIDN. CAP WITH 6' VENT
GRATE W/AT LEAST 9.1 SQ. IN. OF OPEN SURFACE
AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE
HSF 1.0 L DWG),
OR
RUN VENT TO DESIRED LOCATION AND COVER
OPENING WITH 3' VENT GRATE, SECURE WITH
STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW
EXCESS MOISTURE BUILDUP OR BACK PRESSURE.
IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE
SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE.
Date 01-03-05
B1O- MICROBIC$10"H:ighStrengthFAST61.0 X
INCORPORAT1-800-753-FAST(3278)
1BNm. rnm by BMI
oseNmo.m ME N.BIdIEB wacas pn.plM19E.N01®.
Lt5lu- MICROBIC$ I H ghStrengthFASTel.0 S
INOORPO RAT EO
1-800-753-3278(FAS
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la nE tRiY tMFPf N WIl6'f10M. M91H Z:: LE90M NN 11 �ON18 .Yff �eETID.
O�Rad✓B M£ N /CFB IP4ES4 OTIEIT3E Nl1ED.
016` 016"
(040.6cm) FAM AM (040.6cm)
CLAMP EVERY 2 FT GASKET GASKET
CLAW EVERY 2
'FT
RISER
r Atlt
SUPPLY
LP AM SUPPLY LINE
LITE
GASKET GAIT
NIN-CMMSIVE
NW-CORROSWE
2 FT CLAW EVERY 2 FT
CLAW FAST
AIR SUPPLY aIR tn=T
AiR FASTT* OPTION S
PLAN VIEW (SEE NOTE 5)
11
BUTTER
SEE
NON -SIVE KoatrwgtWA O LO L N❑TES
CLAMP EVERY 2 FT.
(SEE AIR SUPPLY 113PTI11114) 3' C742aM) VENT 1, SECURE ORIGINAL 7' X 71 FOOT TO LEG EXTENSION
SEE M BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE
TOP OF A AST010 L LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE
BffrTON 13F CONCRETE LID INCLUDED AND SHOULD BE USED ON EACH OF THE
WITHIN I 1/LW GASKET FOUR (4) CORNER LEG EXTENSIDNS,
REVISIONS
NO. DATE DESCRIPTION
9, WARRANTY
The manufacturer of the HighStrengthFAST 1.0
treatment system shalt warrant for
eighteen months from the date of
shipment or one year from the date
of start-up, whichever occurs first,
ONLY) TO THE BASE OF THE TANK. PLACE BOLTS
that the equipment they provide will
be free from defects in material and
workmanship.
In the event a- mechanical component faits to
perform as specified or is proven
defective in service during the
AT OPPOSITE CORNERS OF THE LEG EXTENSION
warranty period, the manufacturer
shaltrepair or replace such defective
parts. (Cost of labor on
repair/replacement is not covered
under this warranty.) The replacement
or repair of those Items normally
consumed in service such as air filter,
etc., shalt be considered as part of
routine maintenance and upkeep.
It is not intended that the
manufacturer assume responsibility for
3. TO ELONGATE FOOT PAST', THE PROVIDED 12', CUT
contingent liabilities or consequential
damages of any nature resulting from
defects in desmon material orLgV
workmanship or delays in delivery.
MAY 2 0 2022
replacement or otherwise._
THE 3,9° LEG EXTENSION IN THE CENTER INTO TWO
HEALTH DEPT.
10 FLOW AND DOSING
Wastewater treatment systems work
best when influent flow is delivered as
consistently as possible. FAST systems
SEPARATE PIECES. THEN'CUT A SCH 40 PVC PIPE
tested
and certified recieving gravity,
demand -based influent flow. When
influent flow is controlled (either by
pump or other means) to the FAST
system to help with highly variable flow
conditions, then multiple feeding events
should be used to help assure even
flow, optimum performance, and reliability.
IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE
AND/OR MATERIAL CHANGE WITHOUT NOTICE.
SUBJECT TO DESIGN
D _ _ 5
Lt5lu- MICROBIC$ I H ghStrengthFASTel.0 S
INOORPO RAT EO
1-800-753-3278(FAS
rc ema+,uo oma ar nn aww a ns simrnnr v Ne quo N wr rnwn by BMI
la nE tRiY tMFPf N WIl6'f10M. M91H Z:: LE90M NN 11 �ON18 .Yff �eETID.
O�Rad✓B M£ N /CFB IP4ES4 OTIEIT3E Nl1ED.
016` 016"
(040.6cm) FAM AM (040.6cm)
CLAMP EVERY 2 FT GASKET GASKET
CLAW EVERY 2
'FT
RISER
r Atlt
SUPPLY
LP AM SUPPLY LINE
LITE
GASKET GAIT
NIN-CMMSIVE
NW-CORROSWE
2 FT CLAW EVERY 2 FT
CLAW FAST
AIR SUPPLY aIR tn=T
AiR FASTT* OPTION S
PLAN VIEW (SEE NOTE 5)
11
BUTTER
SEE
NON -SIVE KoatrwgtWA O LO L N❑TES
CLAMP EVERY 2 FT.
(SEE AIR SUPPLY 113PTI11114) 3' C742aM) VENT 1, SECURE ORIGINAL 7' X 71 FOOT TO LEG EXTENSION
SEE M BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE
TOP OF A AST010 L LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE
BffrTON 13F CONCRETE LID INCLUDED AND SHOULD BE USED ON EACH OF THE
WITHIN I 1/LW GASKET FOUR (4) CORNER LEG EXTENSIDNS,
SN OF 1'V.
oma' MA RK D. tiN
D.rs3 m
CIVIL m
No. 4,5937
�FQISTEQ'c�
FSS AL
2
i
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
#52
PRINCE' ROAD
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
BARBARA PIERCE
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
(239) 394-0371
DATE: FEBRUARY 9, 2007
COMP./DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 9187SEP1.DWG
DWG NO. 5781-01
SHEET 3 OF 3
JOB NO. 4-9187.00
2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS
ONLY) TO THE BASE OF THE TANK. PLACE BOLTS
AT OPPOSITE CORNERS OF THE LEG EXTENSION
BASE.
3. TO ELONGATE FOOT PAST', THE PROVIDED 12', CUT
THE 3,9° LEG EXTENSION IN THE CENTER INTO TWO
SEPARATE PIECES. THEN'CUT A SCH 40 PVC PIPE
TO THE DESIRED LENGTH AND SLIP THE PIPE OVER
THE TOP AND BOTTOM CUT SECTIONS OF THE LEG
EXTENSIONS,
16.25"
(41.3cm)
4. ATTACH PIPES WITH STAINLESS STEEL SCREWS.
5. THE AIR SUPPLY LINE INT❑ THE FAST® UNIT MUST
750 GAL
(2842.5 L)
- 48.75'
BE SECURED S❑ AS TO PREVENT DAMAGE FROM
(123.8cm)
PIPE VIBRATION.
42.5'
6. SEE ALL NOTES ON HSF 1.0 L DRAWING.
(108cm)
SETTLING'
ZONE
TREATMENT
ZONE
IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE
SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE.
10' MIN.
(25.4cm)
Date 01-03-05
Blip®
MICRICS ®
HighStrengthFAST01.0 F
ELEVATI❑N
INCORPORATED
1 -800 -753 -FAST 3278
.
.o°"o�.Ne
,� N Nnff., ansmuce Iq,®.
a.nby BMI
SN OF 1'V.
oma' MA RK D. tiN
D.rs3 m
CIVIL m
No. 4,5937
�FQISTEQ'c�
FSS AL
2
i
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
#52
PRINCE' ROAD
WEST YARMOUTH
MASSACHUSETTS
PREPARED FOR:
BARBARA PIERCE
130 N. COLLIER BLVD. F6
MARCO ISLAND, FL 34145
(239) 394-0371
DATE: FEBRUARY 9, 2007
COMP./DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 9187SEP1.DWG
DWG NO. 5781-01
SHEET 3 OF 3
JOB NO. 4-9187.00