HomeMy WebLinkAboutVariance for Holding Tank - 1999IOU OFF5
—� 50' OFFSET
5.8
BORDERING 5.1 E<,
-
VEGETATED 5 4-� � 4.
W E T L A N D
DELINEATION BY ENSR – 12-10-1998
FIELD LOCATION BY BAXTER & NYE, INC. – 12-11-1998
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I 4.5 ED -•QPos (.�w►�t a f `d�/ork '�� RtuiSe�Q Sanua 23� q
/ '-� 19 q
f GE OF CLEARING s ' BAXTER & NYE, INC. .
V.
A6 Ile
r.�F, 6ss�Jorj1 olerwl�rh 5- \ sr\'�, 812 MAIN STREET
` /\ OSTERVILLE, MASS., 02655
4.1 wifi� suncQ\ps T
/ - . _ (508)-428-9131
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4.7
5.GRAPHIC SCALE
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EXISTING CESSP ----
QOL t A
. ae ao
TOP EL = 5.8' "a �� r `' A �6.1
' ft,
y
-'� ,
v
WATER LEVEL EL 3.1' 1, // int _ '�>� ' � ,� �;
4 `- IN FEET
�F+
1 inch = 20 ft,
/ 5 oo
3
BORDERING �O,
..\ IRON PIPES FOUND` O O t i 2ti6 2 POLE
- ` HAND–AUGERED TEST HOLE
ELEVATION TO TOP !
VEGETATED f4.7
px`, zAT BUILDING = 6.35' '%`x 7.3 12–Q9-1998
WETLAND 1p'OFF BLDG=6.06' - 6. ? GROUND ® TH EL 6.5 0 WATER IN TH EL = 2.4'
.3 �4rri, t_��ht io he 3 2�
7.3_ DELINEATION BY ENSR — 12-10-1998 j -- "*k o`q
n ov„� o n 1 8000 LINA _ �/ s
FIELD LOCATION BY BAXTER & NYE, INC. 12-11-1998 f \ - - . Al
Al 6.'F co xt JOHN
/ E. ( 5.9 W�ERVICE
/
FLAG x 6.3 6.3/
#x ' sf6`ic`sERt S�S�
6.2 cI n LL
50' OFFSET o
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EDGE OF CLEARING v t
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/ '-� 19 q
f GE OF CLEARING s ' BAXTER & NYE, INC. .
V.
A6 Ile
r.�F, 6ss�Jorj1 olerwl�rh 5- \ sr\'�, 812 MAIN STREET
` /\ OSTERVILLE, MASS., 02655
4.1 wifi� suncQ\ps T
/ - . _ (508)-428-9131
A4 STK SET x 5 �\ FraposG Z000 Ga
I � � HrJlei iY1S ?a►,k RY
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4.7
5.GRAPHIC SCALE
8 f �x t^
i
EXISTING CESSP ----
QOL t A
. ae ao
TOP EL = 5.8' "a �� r `' A �6.1
' ft,
y
-'� ,
v
WATER LEVEL EL 3.1' 1, // int _ '�>� ' � ,� �;
4 `- IN FEET
�F+
1 inch = 20 ft,
/ 5 oo
3
BORDERING �O,
..\ IRON PIPES FOUND` O O t i 2ti6 2 POLE
- ` HAND–AUGERED TEST HOLE
ELEVATION TO TOP !
VEGETATED f4.7
px`, zAT BUILDING = 6.35' '%`x 7.3 12–Q9-1998
WETLAND 1p'OFF BLDG=6.06' - 6. ? GROUND ® TH EL 6.5 0 WATER IN TH EL = 2.4'
.3 �4rri, t_��ht io he 3 2�
7.3_ DELINEATION BY ENSR — 12-10-1998 j -- "*k o`q
n ov„� o n 1 8000 LINA _ �/ s
FIELD LOCATION BY BAXTER & NYE, INC. 12-11-1998 f \ - - . Al
Al 6.'F co xt JOHN
/ E. ( 5.9 W�ERVICE
/
FLAG x 6.3 6.3/
#x ' sf6`ic`sERt S�S�
6.2 cI n LL
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\ o J� F 1 - 2S
EDGE OF CLEARING v t
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961? -9
BRADDOCK ST.
Y POINT
CU
REQUESTED VARIANCES:
REQUESTING A VARIANCE TO HAVE A 4' SEPARATION TO GROUNDWATER
INSTEAD OF THE REQUIRED 5' SEPARATION. THE GROUNDWATER ADJUSTMENT
HAS BEEN APPLIED.
LOT 33
LOT 34
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00
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O
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SPINK
O
EL.
U
0
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z
EC EROSION CONTROL 0 DH DEEP HOLE
59 CLAY STREET
F-
O/E
Ld
MIDDLEBORO, MASSACHUSETTS
NOTES
3.7
O
02346-1052
SANDY LOAM
�
TOWN'S BOARD OF HEALTH.
2.1
Q
Z
No
774-766-0544 OR 774-678-9066 jspinkl@gmail.com
ALL CONSTRUCTION SHALL CEASE, AND THE DESIGN ENGINEER SHALL BE CONTACTED IMMEDIATELY.
-5.2
a
ry
m
0
L OCUS M
Sc a e: TS
NOTE:
SAS IS GREATER THAN 70 FROM THE SAS.
<<� LOT 35
N/F WOODBURY
Book, Page: 13734, 299
0 4. Property ID: 34/ 223/
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rn rnN 1 -4N o "a WF -1 N81190't
003mc
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-cyvv
0Zo z z AppROX. AS LOT 36
N EXISTING \ \ ESSPOOL
DWELLING STAKED SILT FENCE
Z o w m II ,� pWELUNG DECK SILL=4 S5 \0 AND SILLT SOCK TO BE
INSTALLED PRIOR TO ANY
�I ILL 492 EXCAVATION FIELD WORK
0 o SEE DETAIL
c i DECK x3.7 \ ( )
WATER sr / \ \� WF -3
0 VN APP `� \
ENTS A / ��� WF -4
DR' < \
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� 4.1 �x... L. \ LOT 37
\ j°
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0 orn -0 x3.7 Book, Page: 1266 +
, 285
-C .• o \ Proper y ID: 34/ 25/
m o"�'' �m 4 \ 0.97 Ares \
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9 IN PEC ON _ 7' `ro. 13, 2
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LOT 38
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6'09.,
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B.M. NAIL IN 4�.�
TREE EL.=6.53 �� 9,480 S.F.
(N.A.V.D. 88) �• Ate•
LOT 39 "F-7
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/ N/F LUCIANO
Book, Page: 2955, 286
LOT 40
Property ID: 34/ 226/
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SPINK
SOIL
MOTTLING
EL.
0" - 6"
DESIGN
0 W WELL G PRC PERC TEST
EC EROSION CONTROL 0 DH DEEP HOLE
59 CLAY STREET
6" - 13"
O/E
t°
MIDDLEBORO, MASSACHUSETTS
NOTES
3.7
13"-33"
02346-1052
SANDY LOAM
10YR5/8
TOWN'S BOARD OF HEALTH.
2.1
a
N
MED. SAND
774-766-0544 OR 774-678-9066 jspinkl@gmail.com
ALL CONSTRUCTION SHALL CEASE, AND THE DESIGN ENGINEER SHALL BE CONTACTED IMMEDIATELY.
-5.2
00
.O.F. = 106.0±
BRING ALL THREE COVERS
TO FINISHED GRADE WITH
METAL MANHOLE COVERS
FINISHED GRADE
H-20 LOADING
1 � T I I�
I
II
TI - J L
MANHOLE COVER
I 24" DIAMETER MIN. (TYP.)
10.5'',
1500 GAL. SEPTIC TANK
USE WIGGIN PRECAST TANK OR SIMILAR
DRAWING IS NTS
TP N0. 1
GRD. EL. 4.8±
GW. EL. .1 +1.54'=1.64'
SURFACE
DEPTH
SOIL
HORIZON
SOIL
TEXTURE
SOIL
COLOR
SOIL
MOTTLING
EL.
0" - 6"
FILL
0 W WELL G PRC PERC TEST
EC EROSION CONTROL 0 DH DEEP HOLE
4.3
6" - 13"
O/E
SANDY LOAM
10YR2/2
NOTES
3.7
13"-33"
B
SANDY LOAM
10YR5/8
TOWN'S BOARD OF HEALTH.
2.1
33"-96"
C
MED. SAND
10YR6/6
ALL CONSTRUCTION SHALL CEASE, AND THE DESIGN ENGINEER SHALL BE CONTACTED IMMEDIATELY.
-5.2
4. ALL TANKS, D -BOXES, AND CHAMBERS SHALL BE SET LEVEL AND TRUE TO GRADED ON A
MECHANICALLY COMPACTED STABLE BASE.
5. AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED TO MINIMIZE EROSION. THE AREA
IESTIMATED SEASONAL GROUND WATER ELEV.
EL. .1' + 1.54' (1.64') ADJUSTED
PT N0. A
GRD. EL. 4.8±
PERC DEPTH 25"
START 15 MIN. PRESOAK: 2:26 IA.M.
END 15 MIN. PRESOAK: 2:35 A.M.
TIME AT 12":
TIME AT 9":
TIME AT 6":
WOULD NOT HOLD THE PRESOAK
PERC RATE: <2 M.P.I.
BRING BOTH COVERS p LAN 8c P 0 F I LE
TO FINISHED GRADE
WITH METAL MANHOLE
COVERS
BRING D -BOX COVER
TO F\\/x\/x\/�/�/ WITH I AI CONCRETERADE COVER
FORCE MAIN
EXTEND LIND'
RETAINING W
(SEE DETAIL,'
2.3±
1.75 L. .t- '. '•
3" MIN
4" PVC PIPE3• MIN e 7 OUTLETS_ 3
SLOPE OF .03 PLUGGED 0
• :' 1.08
Z
L = 13' '
1.33 ; '
e
SANITARY TEE D83 D- BOX
r
' , . •' • • r, -.'e .'. ..�. •� . BAFFLE BOX
QO 0°a 4 �° 0�° Q�° Q °s4 6" CRUSHED STONE 310 CMR 15.232
0 0°e O e 0° 0 0 0 40 60 8 0 °e` �0 e 0 H-20 LOADING
PROPOSED 1,000 GALLON TANK WATERPROOFED
6" CRUSHED STONE ON A COMPACTED STONE BASE SEE DETAILS
H-20 LOADING
USE SHEA PRODUCTS OR SIMILAR DRAWING IS NTS
ALL TANKS ARE TO BE WATERPROOF
00
L6
DEEP HOLE
SOIL EVALUATOR: THOMAS ROUX
APPROVING AUTHORITY. AMY VON HONE
DATE PERFORMED: JULY 19, 2018
ADJUSTED G.W. AT 1.64
SOIL EVALUATION PERFORMED BY: THOMAS ROUX
SOIL EVALUATOR LICENSE NUMBER: SE2703
I CERTIFY THAT I HAVE TAKEN AND PASSED THE
SOIL EVALUATOR CLASS ON OCTOBER OF 2000
THE FILL, A AND B LAYERS ARE TO BE STRIPPED OUT DOWN TO THE ELEVATION WHER THE C -LAYER BEGINS.
TITLE 5 SAND WILL BE USED TO BUILD UP TO EL. 5.64. THE STRIP OUT WILL OCCUR FROM THE SURFACE
DOWN TO EL. 2.1 (BEGINNING OF THE C -LAYER). BUILD UP FROM EL. 2.1 UP TO EL. 5.64 (3.54' OF SAND±).
�oF�As SIGN DATA
DESIGN s
�P qcy
oZ G13 �
A.
o BUNwrz
LOT 41 No. 503
PROJECT:
SEPTIC SYSTEM DESIGN PLAN
12--(7-18
PREPARED FOR:
DALE NUSSBICKEL' orow
92 BREEZY POINT RD. a u
YARMOUTH, MASSACHUSETTSw.
02035
l?NALE�, •
TYPE OF BUILDING: SINGLE FAMILY DWELLING
TOTAL NUMBER OF EXISTING BEDROOMS: !4
DESIGN FLOW: 110 GAL./BEDROOM/DAY
DESIGN FLOW: 4 BEDROOMS X 110 GAL./BEDROOM = 440 GAL./DAY
SEPTIC TANK CAPACITY:
REQUIRED: 440 GPD X 200% =880 GPD
SEPTIC TANK PROVIDED = 1500 GAL. (NEW SEPTIC TANK)
NO GARBAGE GRINDER ALLOWED.
SEPTIC TANK VOLUME: 1500 GAL
LTAR=.74 gpd/sf
0
conn LEACHING CAPACITY PROVIDED:
H-20 CAPACITY LEACHING CHAMBER BED
12 LEACHING CHAMBER UNITS WITH A .5'; GAP BETWEEN THE CHAMBERS AND 2' OF STONE ALL AROUND
12 UNITS AREA OF 36'X17 =612.0 S.F.
612 SQ. FT. x .74 GPD/ SQ. FT. = 452.9 GPD
SINCE 452.9.4 GPD > 440 GPD O.K.
FINISHED GRADE 2% MIN. SLOPE 7.3 MIN. FINISHED GRADE
o
a o FILTER FABRIC TO BE
°' a INSTALLED OVER THE CHAMBER
CL AND THE 2' OF STONE
6.35
5.89
5.64
H-20 LOADING
12 - CULTEC C-4 PANEL
v
SEE PLAN FOR CHAMBER CONFIGURATION o
0
0
THERE WILL BE A 5' SAND OVERDIG
THERE IS 2' OF STONE AROUND THE ENTIRE PERIMETER
OF THE CHAMBERS THE STONE EXTENDS THE ENTIRE
DEPTH OF THE CHAMBERS 8.5".
GROUNDWATER ® 1.64'±
SEE WALL DETAIL AROUND THE SAS
LEGEND
0000c�o SW STONE WALL ® CB CATCH BASIN
TL TREE LINE 1 BM BENCH MARK
Os SMH SEWER MANHOLE $ UP UTILITY POLE
0 DMH DRAIN MANHOLE :�C HYD FIRE HYDRANT
0 W WELL G PRC PERC TEST
EC EROSION CONTROL 0 DH DEEP HOLE
=901 -PROPOSED CONTOUR PROPOSED SPOT ELEV.
x99.9 EXISTING SPOT ELEV.
----90--- EXISTING CONTOUR
NOTES
1. ALL ELEVATIONS REFER TO NAIL SET IN TREE, SEE PLAN FOR BENCHMARK LOCATION
2. ALL CONSTRUCTION SHALL CONFORM TO 310 CMR 15.00, TITLE V AND THE REGULATION OF THE
TOWN'S BOARD OF HEALTH.
3. THIS PLAN DOES NOT WARRANT OR IMPLY ANY SUBSURFACE SOIL CONDITIONS OTHER THAN THOSE
OBSERVED AT THE IMMEDIATE TEST PIT LOCATIONS. IF UNSUITABLE MATERIAL IS ENCOUNTERED.
ALL CONSTRUCTION SHALL CEASE, AND THE DESIGN ENGINEER SHALL BE CONTACTED IMMEDIATELY.
4. ALL TANKS, D -BOXES, AND CHAMBERS SHALL BE SET LEVEL AND TRUE TO GRADED ON A
MECHANICALLY COMPACTED STABLE BASE.
5. AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED TO MINIMIZE EROSION. THE AREA
OVER THE SYSTEM SHALL BE GRADED TO A MINIMUM OF 2% SLOPE TO PROVIDE POSITION SURFACE
DRAINAGE.
6. THE ORIGINAL TOPOGRAPHIC SURVEY AND PLAN WERE DONE BY BORDERLAND ENGINEERING.
7. THIS PLAN SHALL NOT BE USED FOR THE REPRODUCTION OF PROPERTY LINES, NOR SHALL IT BE
USED AS A MORTGAGE PLOT PLAN OR TITLE SURVEY. CONFORMANCE TO LOCAL BYLAWS SHALL BE
DETERMINED BY THE OWNER PRIOR TO CONSTRUCTION.
8. THE OWNER IS RESPONSIBLE FOR THE DETERMINATION OF THE LOCATIONS OF ALL BURIED
UTILITIES.
9. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE A YEAR
AND PUMPED WHEN THE TOTAL DEPTH OF SOLIDS EXCEEDS 1/4 THE LIQUID DEPTH OF THE TANK.
10. ANY ALTERATIONS MUST BE REPORTED TO THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
11. THE SYSTEM MUST BE INSPECTED DURING CONSTRUCTION BY THE BOARD OF HEALTH OR ITS
AGENT AND THE DESIGN ENGINEER AND BE CERTIFIED BY THE DESIGN ENGINEER.
12. THERE IS NO RESERVE AREA.
13. ALL STONE USED IS TO BE DOUBLE WASHED STONE.
14. SEE 310 CMR 15.255 FOR FILL SPECIFICATIONS, SEE 310 CMR 15.247
FOR AGGREGATE SPECIFICATION.
16. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE
MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
17. THERE ARE NO WELLS WITHIN 100' OF THE SYSTEM.
18. AN EFFLUENT FILTER IS TO USED AT THE OUTLET END OF THE TANK.
19. THE EXISTING CESSPOOL SHALL BE PUMPED OUT JUST PRIOR TO CONSTRUCTION. THE NEW SEPTIC
TANK WILL BE PLACED WHERE INDICATED ON THE PLAN.
20. SLOPES MUST BE STABALIZED POST CONSTRUCTION.
21. EXISTING 4 BEDROOM COTTAGES WERE DESIGNED FOR 4 BEDROOMS. (2 BEDROOMS/COTTAGE)
22. THE EXISTING SEPTIC SYSTEM IS TO BE ABANDONED ACCORDING TO TITLE 5 STANDARDS.
23. THERE WILL BE A POLY BARRIER AROUND THE ENTIRE SAS. SEE PLAN FOR LOCATION. SEE DETAIL
ALSO.
SEPTIC SYSTEM DESIGN PLAN
CLIENT:
LOCATION:
DALE NUSSBICKEL
92 BREEZY POINT RD.
YARMOUTH, MA.
02035
DATE: SEPT. 23, 2018
SCALE: 1" = 20'
DESIGNED BY: TCR
DRAWING NO.. 1 OF 2
JOB NO:
CHECKED BY: JCS
#
DATE
REVISION DESCRIPTION
TCR
JCS
1
10/15/18
ADD I A SYSTEM
TCR
JCS
2
12/9/18
REMOVE I/A SYSTEM
TCR
JCS
Ad
Y�
LOCUS MAP
Scale: NTS
LOWEST GRADE EL.
AROUND THE WALL
IS 4.5±
NOTE THAT THE FORCE MAIN WILL
GO UNDER THE RETAINING
WALL. AT INVERT EL. = 1.08
HEAD
FEET
U.S. GAL. 25 50 75 100 125 150
PER MIN.
PUMP SYSTEM NOTES AND SPECIFICATIONS.
1. PUMP DESIGN INFORMATION
PUMP: BARNES SE 411 OR SIMILAR, SINGLE PHASE, 0.4 HP 4.12" IMPELLER,
2 INCH DISCHARGER.
STATIC HEAD: 2.8'
DYNAMIC HEAD:11.0'
TOTAL DYNAMIC HEAD:13.8'
PROPOSED DISCHARGE RATE:85 GPM± T.D.H. :14.8'
PUMP WILL HANDLE 1 1" SOLIDS
FLOW VELOCITY: 6 F.P.S. ±
FLOAT CONTROL ELEVATIONS
OVERRIDE SWITCH: BOTH PUMPS ON: .35
ALARM ON:.50
LEAD PUMP ON: -.65
BOTH PUMPS OFF: -2.41
1. PUMP SHALL DELIVER MINIMUM OF 75 GPM AT 13.8 FEET T.D.H.
2. PUMPS SHALL BE INSTALLED ON STAINLESS STEEL SLIDE RAIL SYSTEM
WITH QUICK DISCONNECT FEATURE.
3. PUMP CONTROL SHALL BE PRESSURE ACTIVATED LINEAR CONTROL SWITCH
ATTACHED DIRECTLY UNDER ACCESS HATCH.
4. PUMP SYSTEM SHALL BE INSTALLED AND TESTED WITH WATER PRIOR TO
FINAL APPROVAL OR DISCHARGE OF SANITARY WASTE.
5. PUMP ALARM SYSTEM SHALL BE ON A SEPARATE CIRCUIT, ISOLATED
FROM PUMP ELECTRICAL SYSTEM.
6. EACH CYCLE PUMPS ± 440 GALLONS WASTE WATER
TOTAL RUN PER CYCLE = ± 6.0 MINUTES
CYCLES PER DAY = 1.5±
7. ALL ELECTRICAL COMPONENTS SHALL BE HARD -WIRED TO
PANELS. NO JUNCTION BOXES SHALL BE USED.
8. NUMBER OF DOSING CYCLES PER DAY = 1.0±
9. THE ALARM PANEL SHALL BE INSTALLED IN THE CLOSET.
10. THE DESIGN POINT IS 70 GPM± FOR A TOTAL DYNAMIC HEAD OF 13.8.
2"x 2"x 4' WOOD STAKE
OR APPROVED EQUAL-,
�V
PLACE 4" OF FABRIC--///
ABRIC III 1' (MIN.)
ALONG TRENCH AWAY 111
FROM PROTECTED AREA,
BACKFlLL AND TAMP
NOTES.
1. FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS WITH WIRE TIES
OR STAPLES AND POSTS SHALL BE PLACED EVERY 10 FEET.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL
BE OVERLAPPED BY 6 INCHES AND FOLDED.
3. ENTRENCH SILT FENCE AT LEAST 6 INCHES.
4. INSPECTIONS SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL
BE MADE PROMPTLY AS NEEDED, OR WHEN SEDIMENT ACCUMULATES TO
HALF THE HEIGHT OF FENCING.
EROSION CONTROL SILT FENCE DETAIL N.T.S.
PUMP DETAIL
3 -GATE
PUMPS
FXNIOF
SNED
GRADE
ONE CO MUL BE
gLOCK GRADE
1360
LOWEST GRADE EL.
AROUND THE WALL
IS 4.5f
�- -1/2" HANDLE
r
END VIEW OF A C-4 CULTEC PANEL
18" FILTER
/ -CARTRIDGE
FILTER
f GASKET
2" PILE CAP
SAND
OVERDIG
146' LONG 40 MIL. "RUFCO 4000B"
LINEAR LOW DENSITY POLYETHYLENE
BARRIER
FIRST COURSE OF BLOCK
IS TO BE SET BELOW GRADE
THE POLY BARRIER WILL BE WRAPPED
AROUND THE ENTIRE PERIMETER OF THE SAS
WHERE THE 5' SAND OVERDIG MEETS THE WALL.
(SEE PLAN VIEW)
POLY BARRIER AND BLOCK DETAIL
N.T.S.
4" SANITARY
TEE
4" SEWER
- - PIPE
"-- -GAS BAFFLE
ZABEL A1800 RESIDENTIAL SEPTIC TANK
EFFLUENT FILTER FOR SINGLE FAMILY HOMES.
(800) 221-5742
INSTALLATION: FITS ANY 4" SANITARY TEE
AND SEWAGE PIPE USED AS A
SEPTIC TANK OUTLET BAFFLE.
EXTEND SEWAGE PIPE AT LEAST
ONE INCH BELOW BOTTOM OF
FILTER CARTRIDGE GASKET.
8' LONG
PLAN VIEW OF A C-4 CULTEC PANEL
IoOW noY Y W D MMon MW
oImmemo
I" SI
SIDE VIEW OF A C-4 CULTEC PANEL
4' WIDE
5'-4"
9,_0.
TOP VIEW
WIGGIN �f
•'PRECAST III
RISER TO GRADE WITH METAL MANHOLE COVER
SUPPLIED WITH
NEMA4X JUNCTION BOX
JUNCTION BOX WILL BE OUTSIDE OF THE PUMP CHAMBER.
THE JUNCTION BOX WILL BE IN A SEPARATE IRRIGATION BOX.
A PRESSURE TRANSDUCER IS NEEDED FOR DUPLEX PUMPS
e AS WELL AS A DUPLEX PANEL.
a ww
.pr
2' PVC STUB
2' UNI❑N
• • BALL VALVE
2' CLEAN-OUT
5'=7• EL.= .50 (6") 1 b °
EL.= .35 4.2"
a
(❑PTIONALEL.= -.65 (- .8"
ALARM LAG PUMP
PUMP PUMP pFF 1/4' DIAMETER WEEP HOLE
6' ON ON (TYP 6') u 11 IN I
e: EL.= -2.91
WA
2"
SECTION VIEW\ -2# BALL CHECK VALVE
TAPER
BARNES SE411 OR EQUAL
1000 GALLON WATERPROOF PUMP CHAMBER
DUPLEX PUMP PACKAGE
NOTES:
1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.
2. CONSTRUCTION OF PUMP CHAMBER CONFORMS WITH
DEP TITLE 5 REGS, 310 CMR, SECTION 15.226.
3. ALL REINFORCEMENT PER ASTM C1227.
4. JOINT SEALED WITH BUTYL RESIN.
5. DESIGNED FOR H-20 LOADING.
6. PUMPS, FLOATS AND PIPE INSTALLED IN CHAMBER,
FLOAT ELEVATIONS SET UPON REQUEST.
7. SUPPLIED WITH PUMP CONTROL PANEL W/ALARM.
8. LAG & ALARM FLOATS CAN BE SWAPPED
OR COMBINED INTO ONE FLOAT.
TOWN OF YARMOUTH REQUIREMENTS:
1.)
SURVEYOR
TO
STAKEOUT LOCATION OF WALL.
2.)
ENGINEER
TO
INSPECT OVERDIG.
3.)
ENGINEER
TO
INSPECT WALL FOOTING.
4.)
ENGINEER
TO
INSPECT S.A.S. & PUMPS.
BUOYANCY CALCULATIONS:
WEIGHT OF PUMP CHAMBER AND SOIL ABOVE IT: 38,287 Ib±
WEIGHT OF WATER DISPLACED BY THE PUMP CHAMBER: 18,7201b.±
SINCE 38,2871b. > 18,7201b. IT IS O.K.
WEIGHT OF THE SEPTIC TANK NEGLECTING THE SOIL ABOVE IT: 20,1001b.±
WEIGHT OF WATER DISPLACED BY THE SEPTIC TANK: 18,6701b.±
SINCE 20,1001b. . 18,6701b. IT IS O.K.