HomeMy WebLinkAboutEngineered Plan - Rev. 2018C
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LOT 34
LOT 35
N/F WOODBURY
Book, Page: 13734, 299
Property ID: 34/ 223/
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REQUESTED VARIANCES:
REQUESTING A VARIANCE TO HAVE A 4' SEPARATION TO GROUNDWATER
_ .INSTEAD OF THE REQUIRED 5' SEPARATION. THE GROUNDWATER ADJUSTMENT
HAS BEEN APPLIED.
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NOTE:
\SAS I S GREATER THAN 70' FROM THE SAS.
70 (P
N N' O N. WF -1
o rp 190'±
/rr valrj_ for REPAIRSF:1'"I IC SVS*UF.M
dueStateand Vocal septic variances.
of Iltea143e review and approval is required for
any future additions/ren;,aalions/alterations to
sewage f .i ilohes and/or structm-es/dscelling,
V.aro:o�th Ciealt1t. Ucpattntcn����`���
date
� WF -2
\ �ESSP OL LI T 36
\0 STAKED SILT FENCE
3 AND SILLT SOCK TO BE
\ INSTALLED PRIOR TO ANY
EXCAVATION FIELD WORK
,K x3.7 \� (SEE DETAIL) �-
r\
WF -3 .
\ WF -4
It
LOT 37
\ x3.7 N/F `ly�%OODBURY WF -5
Book, Page:
34/ \5/ge: 1266 285
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x PLAN $K. 72 PG. 51 �
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CWF -6 '
0 13,256 S.F.
4.5x
0.
LOT 38
x4.8 N
-A
9,480 S.F.
4 LOT 39 "F-7
ii
196,±
N/F LUCIANO
LOT 40 Book, Page: 2955 286
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TITLE 5 STANDARDS.
TYPE OF BUILDING: SINGLE FAMILY DWELLING J;
DESIGN
6" - 13"
0/E
SANDY LOAM
59 CLAY STREET
3.7
13"-33"
MIDDLEBORO, MASSACHUSETTS
SANDY LOAM
10YR5/8
IQ
02346-1052
II
C
N
10YR6/6
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N
00
774-766-0544 OR 774-678-9066 jspinkl®gmail.com
SEPTIC
SYSTEM DESIGN PLAN
SEPTIC TANK CAPACITY:
REQUIRED: 440 GPD X 200% =880 GPD
• �p1A.�Qe
LOCATION:
SEPTIC TANK PROVIDED = 1500 GAL. (NEW SEPTIC TANK)
� •
DALE NUSSBICKEL
92 BREEZY
POINT RD.
NO GARBAGE GRINDER ALLOWED.
YARMOUTH,
MA.
SEPTIC TANK VOLUME: 1500 GAL
02035
LTAR=.74 gpd/sf
M�
DATE: SEPT. 23, 2018
SCALE: 1" = 20'
DESIGNED BY: TCR
LEACHING CAPACITY PROVIDED: ,
�
DRAWING NO.: 1 OF 2
.; _ ,.,_ter.;-•
CHECKED BY: JCS
H-20 CAPACITY LEACHING CHAMBER BED
12 LEACHING CHAMBER UNITS WITH A .5' GAP BETWEEN THE CHAMBERS AND 2' OF STONE ALL AROUND
#
DATE
REVISION DESCRIPTION
'
TCR
JCS
•.
u
B.M. NAIL IN
101/15/18
TREE EL.=6.53
ADD I A SYSTEM
TCR
JCS
::
2
12/9/18
REMOVE I/A SYSTEM
TCR
JCS
i
I
/rr valrj_ for REPAIRSF:1'"I IC SVS*UF.M
dueStateand Vocal septic variances.
of Iltea143e review and approval is required for
any future additions/ren;,aalions/alterations to
sewage f .i ilohes and/or structm-es/dscelling,
V.aro:o�th Ciealt1t. Ucpattntcn����`���
date
� WF -2
\ �ESSP OL LI T 36
\0 STAKED SILT FENCE
3 AND SILLT SOCK TO BE
\ INSTALLED PRIOR TO ANY
EXCAVATION FIELD WORK
,K x3.7 \� (SEE DETAIL) �-
r\
WF -3 .
\ WF -4
It
LOT 37
\ x3.7 N/F `ly�%OODBURY WF -5
Book, Page:
34/ \5/ge: 1266 285
w �\ .
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x PLAN $K. 72 PG. 51 �
a
CWF -6 '
0 13,256 S.F.
4.5x
0.
LOT 38
x4.8 N
-A
9,480 S.F.
4 LOT 39 "F-7
ii
196,±
N/F LUCIANO
LOT 40 Book, Page: 2955 286
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TITLE 5 STANDARDS.
TYPE OF BUILDING: SINGLE FAMILY DWELLING J;
DESIGN
6" - 13"
0/E
SANDY LOAM
59 CLAY STREET
3.7
13"-33"
MIDDLEBORO, MASSACHUSETTS
SANDY LOAM
10YR5/8
IQ
02346-1052
II
C
N
10YR6/6
o
N
00
774-766-0544 OR 774-678-9066 jspinkl®gmail.com
PREPARED FOR:
Property ID: 34/ 226/
GREGORY
"-. -
BUINAVICZ
NO. 50300
j2-ct-/g
DALE NUSSBICKEL��''
92 BREEZY POINT RD. 100
MASSACHUSETTS cvtvfiR
YARMOUTH, 90.
-IST��
IONA��
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LA
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O.F. = 106.0±
BRING ALL THREE COVERS
TO FINISHED GRADE WITH
METAL MANHOLE COVERS
H-20 LOADING
MANHOLE COVER
24" DIAMETER MIN. (TYP.)
10.5'
1500 GAL. SEPTIC TANK
USE WIGGIN PRECAST TANK OR SIMILAR
DRAWING IS NTS
FINISHED GRADE
-0 1.75
4" PVC PIPE 3" MIN
(SCH. 40)
SLOPE OF .03
y,
I
BRING BOTH COVERS ! P T n & P R 0 F IOLE
TO FINISHED GRADE ..ur11 W
WITH METAL MANHOLES
COVERS
BRING D -BOX COVER
TO HIN 6" OF GRADE
WITH ITA CONCRETE COVER
MIN
2.3±
FORCE MAIN
EXTEND UNDI
RETAINING W.
(SEE DETAIL)
t
UT I ;
1.33 � +. ,•
OUTLETS -3
PLUGGED 0
Id.
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SANITARY TEE it DB3 D- BOX
s
. ��-. . �.. •�-.� . BAFFLE BOX
°$poe°yQo oa�000�ooQ°gC�e;q� oe°0 6" CRUSHED STONE 310 CMR 15.232
o Ao0 00 00 00 00 00 00 0 00� 00 H-20 LOADING
TE
6,� CRUSHED STONE PROPOSED 1,000 GALLON TANK
ON A COMPACTED STONE BASTV WARPROOFED
SEE DETAILS
H-20 LOADING
I,
USE SHEA PRODUCTS OR SIMILAR DRAW G IS NTS
ALL TANKS ARE TO BE WATERPROOF
00
5.89
FINISHED GRADE 27. MIN. SLOPE 7,3 MIN. FINISHED GRADE
o FILTER FABRIC TO BE
WINSTALLED OVER THE CHAMBER
AND THE 2' OF STONE
6.35
5.64
H-20 LOADING
12 - CULTEC C-4 PANEL
SEE PLAN FOR CHAMBER CONFIGURATION
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".
4"
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GROUNDWATER ® 1.64'±
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SEE WALL DETAIL AROUND THE SAS
GRD.TP N EL. 4.8f S O I L TEST DAEA
GW. EL, •1 + 1.54' = 1.64' DEEP HOLE
SURFACE
DEPTH
SOIL
HORIZON
SOIL
TEXTURE
SOIL
COLOR
SOIL
MOTTLING
EL.
0" - 6"
FILL
TITLE 5 STANDARDS.
TYPE OF BUILDING: SINGLE FAMILY DWELLING J;
4.3
6" - 13"
0/E
SANDY LOAM
10YR2/2
3.7
13"-33"
B
SANDY LOAM
10YR5/8
2,1
33"-96"
C
MED. SAND
10YR6/6
-5,2
SOIL EVALUATOR: THOMAS ROUX
APPROVING AUTHORITY: AMY VON HONE i
DATE PERFORMED: JULY 19,_2018 ,
i
ADJUSTED G.W. AT 1.64
i
III
ESTIMATED SEASONAL GROUND WATER ELEV.
EL: .1' + 1.54' (1.64') ADJUSTED
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
PT NO. A
GRD. EL. 4.8f
PERC DEPTH 25" 1
START 15 MIN. PRESOAK: 2:26 A.M. j
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.
1
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±).
SW STONE WALL 99 CB CATCH BASIN
TL TREE LINE 1 BM BENCHMARK
OS SMH SEWER MANHOLE $" UP UTILITY POLE
DO DMH DRAIN MANHOLE HYD FIRE HYDRANT
® W WELL 0 PRC PERC TEST
EC EROSION CONTROL DH DEEP HOLE
PROPOSED CONTOUR PROPOSED SPOT ELEV.
----90--- EXISTING CONTOUR "99.9 EXISTING SPOT ELEV.
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
DESIGNDATA ! "
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.
TYPE OF BUILDING: SINGLE FAMILY DWELLING J;
23. THERE WILL BE A POLY BARRIER
AROUND THE ENTIRE SAS. SEE PLAN FOR LOCATION. SEE DETAIL
TOTAL NUMBER OF EXISTING BEDROOMS: 4
ALSO.
DESIGN FLOW: 110 GAL./BEDROOM/DAY
DESIGN FLOW: 4 BEDROOMS X 110 GAL./BEDROOM = 440 GAL./DAY
SEPTIC
SYSTEM DESIGN PLAN
SEPTIC TANK CAPACITY:
REQUIRED: 440 GPD X 200% =880 GPD
CLIENT:
LOCATION:
SEPTIC TANK PROVIDED = 1500 GAL. (NEW SEPTIC TANK)
DALE NUSSBICKEL
92 BREEZY
POINT RD.
NO GARBAGE GRINDER ALLOWED.
YARMOUTH,
MA.
SEPTIC TANK VOLUME: 1500 GAL
02035
LTAR=.74 gpd/sf
DATE: SEPT. 23, 2018
SCALE: 1" = 20'
DESIGNED BY: TCR
LEACHING CAPACITY PROVIDED: ,
DRAWING NO.: 1 OF 2
JOB NO:
CHECKED BY: JCS
H-20 CAPACITY LEACHING CHAMBER BED
12 LEACHING CHAMBER UNITS WITH A .5' GAP BETWEEN THE CHAMBERS AND 2' OF STONE ALL AROUND
#
DATE
REVISION DESCRIPTION
TCR
JCS
12 UNITS AREA OF 36' X 17' = 612.0 S.F.
612 SQ. FT. x .74 GPD/ SQ. FT. = 452.9 GPD
101/15/18
ADD I A SYSTEM
TCR
JCS
SINCE 452.9.4 GPD > 440 GPD O.K.
2
12/9/18
REMOVE I/A SYSTEM
TCR
JCS
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D
BRADDOCK ST.
LOCU
BREEZY POINT RD.
LOCUS MAP
Scale: NTS
HEAD
FEET
LOWEST GRADE EL
AROUND THE WALL
IS 4.5f
U.S. GAL. 25 50 75 100 125 150
PER MIN.
NOTE THAT THE FORCE MAIN WILL --j
GO UNDER THE RETAINING
WALL. AT INVERT EL. = 1.08
2"x 2"x 4' WOOD STAKE
OR APPROVED EQUAL
SILT FENCE
140N OR
AP ROVED EQUAL
APR
WORK
AREA
SILT
SOCK
j lu AL PROTECTED
i G
TOP OF AREA
FLOW GROUND I III A`
.k.
II
PLACE 4" OF FABRIC III 1' (MIN.)
ALONG TRENCH AWAY III
FROM PROTECTED AREA,
BACKFILL AND TAMP (f�
V
1. FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS WITH WIRE TIES
OR STAPLES AND POST& 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.
r
EROSION CONTROL SILT FENCE DETAIL N.T.S.
+5
1
PUMP DETAIL
I
3 -GATE
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'.
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DESIGN
59 CLAY STREET
MIDDLEBORO, MASSACHUSETTS
Z 02346-1052
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EXISTING
FtNISNEO
GRADE
OF
CQO
BLQCK BE
BELOW GRADE
LOWEST GRADE EL.
AROUND THE WALL
IS 4.5f
nbs"
END VIEW OF A C-4 CULTEC PANEL
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tOJECTS,
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SEPTIC SYSTEM DESIGN PLAN
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PREPARED FOR:
/- -1 /2" HANDLE
18" FILTER
/ CARTRIDGE
FILTER
i GASKET
6.50
I
5' OF
SAND
OVERDIG
12" PILE CAP
THE POLY BARRIER WILL BE WRAPPED
AROUND THE ENTIRE PERIMETER OF THE SAS
WHERE THE 5' SAND OVERDIG MEETS THE WALL
I
I
i
9'-0"
I
SEE PLAN VIEW)
24" DIA
ACCESS COVERS._
- WITHIN 6" OF
a
6.35 FINISHED GRADE a
0 O 0
5,_4"
0 0 0 0 I I
TOE 5.6 4 °
f
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146' LONG 40 MIL. "RUFCO 40008"
LINEAR LOW DENSITY POLYETHYLENE
BARRIER
FIRST COURSE OF BLOCK
IS TO BE SET BELOW GRADE
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.
(1
i
8' LONG
PLAN VIEW OF A C-4 CULTEC PANEL
v�01 v m0 11 G
DALE NUSSBICKEL
92 BREEZY POINT RD.
YARMOUTH, MASSACHUSETTS
02035
SIDE VIEW OF A C-4 CULTEC PANEL
JOHN G��a
CULLER° N
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2" UNI❑N
A
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� BALL VALVE
.
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��.11811811811811811111811
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■■■■■■■■■■■■■■■■■■■■■■\
2" CLEAN-OUT
5'-7"
EL.= .50 (6")
I
. °,
°
EL.= .35 4.2"
oil
�
(❑PTIONALEL.= -.65___(-
.8"
ALARM LAG
PUMP
NINNINNIN1111
A.Q.
PUMP PUMP OFF
1/4" DIAMETER WEEP HOLE
a:.
.........■
EL.=
-2.91
a•
°
I
.......■11,11,11IL11
I
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TAPER
BARNES
SE411 OR
EQUAL
1000 GALLON WATERPR
,OF PUMP
CHAMBER
DUPLEX PUMP' PACKAGE
NOTES:
f
1.
CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.
2.
CONSTRUCTION OF PUMP CHAMBER CONFORMS WITH
DEP TITLE 5 REGS, 310 CMR, SECTION 5.226.
PLAN VIEW OF A C-4 CULTEC PANEL
v�01 v m0 11 G
DALE NUSSBICKEL
92 BREEZY POINT RD.
YARMOUTH, MASSACHUSETTS
02035
SIDE VIEW OF A C-4 CULTEC PANEL
JOHN G��a
CULLER° N
N
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4' WIDE
6/-
/__
'-
- RISER TO GRADE WITH METAL MANHOLE COVER
SUPPLIED WITH
TOP VIEW NEMA4X JUNCTION BOX
JUNCTION BOX WILL BE OUTSIDE OF THE PUMP CHAMBER.
THE JUNCTION BOX WILL BE IN A SEPARATE IRRIGATION BOX.
• ' e. •' ' e ' • d, 4 ° i • • •a a •.d A PRESSURE TRANSDUCER IS NEEDED FOR DUPLEX PUMPS
AS WELL AS A DUPLEX PANEL.
a a' 4
J
WIGG111w�
4d
2" PVC STUB
7. SUPPLIED WITH PUMP CONTROL PANEL W/ALARM.
1
8. LAG & ALARM FLOATS CAN BE SWAPPED'
OR COMBINED INTO ONE FLOAT.
I
i
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.
SEPTIC SYSTEM DESIGN PLAN
CLIENT: LOCATION:
92 BREEZY POINT RD.
DALE NUSSBICKEL YARMOUTH, MA.
02035
DATE: SEPT. 23, 2018 SCALE: 1" = 20' DESIGNED BY: TCR
DRAWING NO.: 2 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
PRECAST
2" UNI❑N
A
'
� BALL VALVE
.
A.
d
2" CLEAN-OUT
5'-7"
EL.= .50 (6")
I
. °,
°
EL.= .35 4.2"
e
(❑PTIONALEL.= -.65___(-
.8"
ALARM LAG
PUMP
A.Q.
PUMP PUMP OFF
1/4" DIAMETER WEEP HOLE
a:.
EL.=
-2.91
a•
°
d A
'a F '°• Q
V
2"
SECTION �IEW
2" BALL CHECK VALVE
TAPER
BARNES
SE411 OR
EQUAL
1000 GALLON WATERPR
,OF PUMP
CHAMBER
DUPLEX PUMP' PACKAGE
NOTES:
f
1.
CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.
2.
CONSTRUCTION OF PUMP CHAMBER CONFORMS WITH
DEP TITLE 5 REGS, 310 CMR, SECTION 5.226.
TOWN OF YARMOUTH REQUIREMENTS:
3.
ALL REINFORCEMENT PER ASTM C1227. I
4.
JOINT SEALED WITH BUTYL RESIN.
1.)
SURVEYOR TO STAKEOUT LOCATION OF WALL.
5.
DESIGNED FOR H-20 LOADING.
2.)
ENGINEER TO INSPECT OVERDIG.
6.
PUMPS, FLOATS AND PIPE INSTALLED SIN CHAMBER.
3.)
ENGINEER TO INSPECT WALL FOOTING.
FLOAT ELEVATIONS SET UPON REQUEST
4.)
ENGINEER TO INSPECT S.A.S. & PUMPS.
7. SUPPLIED WITH PUMP CONTROL PANEL W/ALARM.
1
8. LAG & ALARM FLOATS CAN BE SWAPPED'
OR COMBINED INTO ONE FLOAT.
I
i
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.
SEPTIC SYSTEM DESIGN PLAN
CLIENT: LOCATION:
92 BREEZY POINT RD.
DALE NUSSBICKEL YARMOUTH, MA.
02035
DATE: SEPT. 23, 2018 SCALE: 1" = 20' DESIGNED BY: TCR
DRAWING NO.: 2 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