HomeMy WebLinkAboutEngineered Plans - Rev. 2018C
z
0
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. REQUESTED VARIANCES: T.O.F. = 106.0±
o BRING ALL THREE COVERS
{ A
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� • a METAL MANHOLE COVERS TO FINISHED GRADE)
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- 4' SEPARATION \�/\\ \�� / / FINISHED GRADE
REQUESTING A VARIANCE TO HAVE A 4 SEPARATION TO GROUNDWATER �, / COVERS
!. INSTEAD OF THE REQUIRED 5' SEPARATION. THE GROUNDWATER ADJUSTMENT a'd 6•/ \/i \�/�\//�`'��\j�\\/\ /\\\\\/\\\/\\�\\� �/ I BRING D -BOX COVER
` /.\/�/////�/ / ` /\�/\/\� /\//\/ WITH WITHINTO ACONCRETECOVERHAS BEEN APPLIED / \\ \\ �\�
` '400o0 0 e000'5 0` 040 00H-20LOADING
L OCUS MAP » WATERPROOFED
6 CRUSHED STONE PROPOSED 1,000 GALLON TANK SEE DETAILS
T ^ ON A COMPACTED STONE BASE
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NOTE:
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C, SAS IS GREATER THAN 70' FROM THE SAS
5.89
FINISHED GRADE 2% MIN. SLOPE 7.3 MIN. FINISHED GRADE
/
0
o FILTER FABRIC TO BE
INSTALLED 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".
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GROUNDWATER ® 1.64'±
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LOT 35I \
SOIL
COLOR
SOIL
MOTTLING
EL.
N/F WOODBURY
Property Page:
34/ 223/9/ /
SEE WALL DETAIL L AROUND THE S A S
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I
MANHOLE COVER
N I
LOT 33X
- _ I
N81'18 28„E
I 24" DIAMETER MIN. (TYP.) _I
G
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10.5'
1500 GAL. SEPTIC TANK
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PROPOSED CONTOUR
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PROPOSED SPOT ELEV.
LTAR=.74 gpd/sf
----so---
EXISTING CONTOUR
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EXISTING SPOT ELEV.
P- d• ,
/ ZABEL FILTER
12 LEACHING CHAMBER UNITS WITH A .5' GAP BETWEEN THE CHAMBERS AND
2' OF STONE ALL AROUND
12 UNITS AREA OF 36' X 17' = 612.0 S.F.
"
612 SQ. FT. x .74 GPD/ SQ. FT. = 452.9 GPD
1,
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Q
(SEE DETAIL)
C1 0 d
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- -
-
FORCE MAIN WILL
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1.75
6.25
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3" MIN e
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BREEZY POINT RD.
I'
to
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(SCH. 40)
SETTLING ZONE
500 GAL CAPACITY
4" PVC PIPE
r3" MIN
SLOPE OF .02
(SCH. 40)
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SLOPE OF .03
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PUGGED
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1,500 GALLON 2 -COMPARTMENT SEPTIC TAN
TANKS ARE TO BE WATERPROOF
•'� •'�' '' °'�' • r'
°00 oQ°° o°oQ,y° Q °e06" CRUSHED STONE
BAFFLE BOX
310 CMR 15.232
` '400o0 0 e000'5 0` 040 00H-20LOADING
L OCUS MAP » WATERPROOFED
6 CRUSHED STONE PROPOSED 1,000 GALLON TANK SEE DETAILS
T ^ ON A COMPACTED STONE BASE
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NOTE:
y F G
C, SAS IS GREATER THAN 70' FROM THE SAS
5.89
FINISHED GRADE 2% MIN. SLOPE 7.3 MIN. FINISHED GRADE
/
0
o FILTER FABRIC TO BE
INSTALLED 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".
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GROUNDWATER ® 1.64'±
o z �z EXISTING ,f \ ESSPOOL LOT Ju
z �" I EXISTWG DWE1-SING STAKED SILT FENCE LE G E N D
W I W pWELLING PECK SILL_4.s5 \0 AND SILLT SOCK TO BE GRD O L. 4.8± s 0 I L TEST DAT A
x00000 ® IN
I IU__4 9,2 ; INSTALLED PRIOR TO ANY GW EL. .1 + 1.54' = 1.64 DEEP HOLE i SW STONE WALL CB CATCH BAS
1 BM BENCH MARK
I \ EXCAVATION FIELD WORK
�� DECK i
x3.7 \i (SEE DETAIL) �
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❑ a APPR WATER A� WF-3VN
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r o \ Pro ert 1r)* 34/ 25/
SURFACE
DEPTH
9<<,�
LOT 35I \
SOIL
COLOR
SOIL
MOTTLING
EL.
N/F WOODBURY
Property Page:
34/ 223/9/ /
SEE WALL DETAIL L AROUND THE S A S
OS
o m
I
MANHOLE COVER
N I
o P
- _ I
N81'18 28„E
I 24" DIAMETER MIN. (TYP.) _I
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10.5'
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USE WIGGIN PRECAST TANK OR SIMILAR
DRAWING IS NTS
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x00000 ® IN
I IU__4 9,2 ; INSTALLED PRIOR TO ANY GW EL. .1 + 1.54' = 1.64 DEEP HOLE i SW STONE WALL CB CATCH BAS
1 BM BENCH MARK
I \ EXCAVATION FIELD WORK
�� DECK i
x3.7 \i (SEE DETAIL) �
= DECK
❑ a APPR WATER A� WF-3VN
-
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r o \ Pro ert 1r)* 34/ 25/
SURFACE
DEPTH
SOIL
HORIZON
SOIL
TEXTURE
SOIL
COLOR
SOIL
MOTTLING
EL.
0" - 6"
FILL
OS
SMH SEWER MANHOLE
s
4.3
6" - 13"
0/E
SANDY LOAM
10YR2/2
7;
3.7
13"-33"
B
SANDY LOAM
10YR5/8
p
2.1
33"-96"
C
MED. SAND
10YR6/6
2
-5.2
ADJUSTED G.W. AT 1.64
REMOVE
'
PROPOSED CONTOUR
�
PROPOSED SPOT ELEV.
---� SOIL EVALUATOR: THOMAS ROUX)
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TL TREE LINE
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DESIGN
OS
SMH SEWER MANHOLE
s
UP UTILITY POLE
APPROVING AUTHORITY: AMY VON HONE
DATE
QD
DMH DRAIN MANHOLE
7;
HYD FIRE HYDRANT
JULY 19, 2018
02346-1052
®
W WELL
p
PERC TEST
DATE PERFORMED:
TCR
EC EROSION CONTROL
2
DHC DEEP HOLE
ADJUSTED G.W. AT 1.64
REMOVE
'
PROPOSED CONTOUR
�
PROPOSED SPOT ELEV.
LTAR=.74 gpd/sf
----so---
EXISTING CONTOUR
xsss
EXISTING SPOT ELEV.
NOTESI ,I
m J X v w \ 0.97 �`,�res \ - v :: _ ESTIMATED SEASONAL GROUND WATER ELEV. ; 1. ALL ELEVATIONS REFER TO NAIL SET IN TREE, SEE PLAN FOR BENCHMARK LOCATION
r'`I \\ 1'" + 54' 1.64' ADJUSTED 2. ALL CONSTRUCTION SHALL CONFORM TO 310 CMR 15.00, TITLE V AND THE REGULATION OF THE
SOIL EVALUATION PERFORMED BY: THOMAS RO IX TOWN'S BOARD OF HEALTH.
SOIL EVALUATOR LICENSE NUMBER: SE2703
cr 3. THIS PLAN DOES NOT WARRANT OR IMPLY ANY SUBSURFACE SOIL CONDITIONS OTHER THAN THOSE
I O 6 oiz .6 X ``. o 1 1 CERTIFY THAT I HAVE TAKEN AND PASSED THE
�-� OBSERVED AT THE IMMEDIATE TEST PIT LOCATIONS. IF UNSUITABLE MATERIAL IS ENCOUNTERED.
o Z �- SOIL EVALUATOR CLASS ON OCTOBER OF 2000 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.
4.4 ... o� \ WF -6 PT N0. A
1 4 '` \ 5. ARADISTURBED DURING CONSTRUCTION SHALL BE STABILIZED TO MINIMIZE EROSION. THE AREA
I \ GRD. EL. 4.8f AREAS
w \ OVER THE SYSTEM SHALL BE GRADED TO A MINIMUM OF 2% SLOPE TO PROVIDE POSITION SURFACE
.:,::::::: : •... z PERC DEPTH 25„
DRAINAGE.
13,256 S.F.
���
� IN PEC ON - 7' \ `ro- I
P START 15 MIN. PRESOAK: 2:26 A.M. 6. THE ORIGINAL TOPOGRAPHIC SURVEY AND PLAN WERE DONE BY BORDERLAND ENGINEERING.
.. 4.5x ��
O I i< ' \ 1 p o LOT 38 END 15 MINS PRESOAK: 2:35 A.M. 7. THIS PLAN SHALL NOT BE USED FOR THE REPRODUCTION OF PROPERTY LINES, NOR SHALL IT BE
TIME AT 12": USED AS A MORTGAGE PLOT PLAN OR TITLE SURVEY. CONFORMANCE TO LOCAL BYLAWS SHALL BE
4.6 x4.8 NTIME AT 9": DETERMINED BY THE OWNER PRIOR TO CONSTRUCTION.
3 o� TIME AT 6": I' 8. THE OWNER IS RESPONSIBLE FOR THE DETERMINATION OF THE LOCATIONS OF ALL BURIED
j sS- i"' �� WOULD NOT HOLD THE PRESOAK J UTILITIES.'
g» PERC RATE: <2 M.P.I.
x5.2 I y -�� 9. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE A YEAR
DI C(F) p I AND PUMPED WHEN THE TOTAL DEPTH OF SOLIDS EXCEEDS 1/4 THE LIQUID DEPTH OF THE TANK.
Z '�� 10. ANY ALTERATIONS MUST BE REPORTED TO THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
B.M. NAIL IN �- y , 11. THE SYSTEM MUST BE INSPECTED DURING CONSTRUCTION BY THE BOARD OF HEALTH OR ITS
TREE EL.=6.53 9,480 S.F.AGENT AND THE DESIGN ENGINEER AND BE CERTIFIED BY THE DESIGN ENGINEER.
.`V -k (N.A.V.D. 88)Ate, j
° 7 THE FILL, A AND B LAYERS ARE TO BE STRIPPED OUT DOWN TO THE ELEVATION WHER THE C -LAYER BEGINS. fl 12. THERE Is No RESERVE AREA.
o�� �P �•- WF -7 - TITLE 5 SAND WILL BE USED TO BUILD UP TO EL. 5.64. THE STRIP OUT WILL OCCUR FROM THE SURFACE 13. ALL STONE USED IS TO BE DOUBLE WASHED STONE.
LOT 39 DOWN TO EL. 2.1 (BEGINNING OF THE C LAYER). BUILD UP FROM EL. 2.1 UP TO EL. 5.64 (3.54' OF SANDf). 14. SEE 310 CMR 15.255 FOR FILL SPECIFICATIONS. SEE 310 CMR 15.247
FOR AGGREGATE SPECIFICATION.
Qv \ 16. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE
MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
r
PeFr. iit valid for REPAIR t)N SL111IC .SN'SI VIVI:
ONL`., due` to.. State and l.ochlseptics variances.
Ew N" of Ilealth review and approval is required for
y future add tions/renov:ltion /alterations to
sewage facilities and/or structures/dA..eIling.
Yarmo�tt. H�e�alth Ucpakt.lareE�t y.�
1Va4c" Date`
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SPINK
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DESIGN
fI
TYPE OF BUILDING: SINGLE FAMILY DWELLING
59 CLAY STREET
TOTAL NUMBER OF EXISTING BEDROOMS: 4
DATE
I'
MIDDLEBORO, MASSACHUSETTS
DESCRIPTION
DESIGN FLOW: 4 BEDROOMS X 110 GAL./BEDROOM = 440
02346-1052
II
101/15/18
N
ADD I
No00
TCR
774-766-0544 OR 774-678-9066 jspinkl@gmail.com
2
RECEIVED
NO GARBAGE GRINDER ALLOWED.
REMOVE
�vv*�
f�0L�)>C
196 t
N81.1J 8' E
N/F LUCIANO
Book, Page: 2955, 286
LOT 40 Property ID: 34/ 226/
anLM-• A.
BUNAVICZ
No. 50300
1
PROJECT: PREPARED FOR:.. Ij
\ �1TH OF,kf
DALE NUSSBICKEL JOHN� k0
92 BREEZY POINT RD CULVR
S PTIC SYSTEM DESIGN PLAN YARMOUTH, MASSACHUSETTS SPINK y N
02035 NO. 1009-1 to.
Ado STV- 0`c4 N
��ss10NALE�O 7
i
I
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.
I
I ;
5
1
I
�I
LOCATION:
92 BREEZY POINT RD.
YARMOUTH, MA.
02035
DATE: SEPT. 23, 2018
SCALE:
DESIGN
DATA
fI
TYPE OF BUILDING: SINGLE FAMILY DWELLING
I
TOTAL NUMBER OF EXISTING BEDROOMS: 4
DATE
I'
DESIGN FLOW: 110 GAL./BEDROOM/DAY
DESCRIPTION
DESIGN FLOW: 4 BEDROOMS X 110 GAL./BEDROOM = 440
GAL./DAY
1
101/15/18
ADD I
SEPTIC TANK CAPACITY:
TCR
REQUIRED: 440 GPD X 200% =880 GPD
SEPTIC TANK PROVIDED = 1500 GAL. (NEW SEPTIC TANK)
2
RECEIVED
NO GARBAGE GRINDER ALLOWED.
REMOVE
DEC 112018
SEPTIC TANK VOLUME: 1500 GAL
TCR
JCS
LTAR=.74 gpd/sf
HEALTH DEPT. (yy(
LEACHING CAPACITY PROVIDED:
14. i
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' X 17' = 612.0 S.F.
612 SQ. FT. x .74 GPD/ SQ. FT. = 452.9 GPD
SINCE 452.9.4 GPD > 440 GPD O.K.
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
I
I ;
5
1
LOCATION:
92 BREEZY POINT RD.
YARMOUTH, MA.
02035
SEPTIC SYSTEM DESIGN PLAN
CLIENT:
DALE NUSSBICKEL
LOCATION:
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
101/15/18
ADD I
A SYSTEM
TCR
JCS
2
12/9/18
REMOVE
I/A SYSTEM
TCR
JCS
BRADDOCK ST.
- r
BREEZY POINT RD.
L 0 CH MSI P AROUND THE DWALL
Scale: lV lS
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 15U
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'.
c�
m xZ x> v SPINK
m
DESIGN
59 CLAY STREET
CO MIDDLEBORO, MASSACHUSETTS
\
w 02346-1052
Z ;U \
N N774-766-0544 jspinkl®gmail.com
Co
I�
I' 2"x 2"x 4' WOOD STAKE
OR APPROVED EQUAL
I
SILT FENCE
N OR
APR FI R
APPIROVED ED EQUU
AL
WORK
AREA
SILT 'L
soc
III PROTECTED
AREA
TOP OF III
FLOW GROUND + AL
I AL
I
II
PLACE 4" OF FABRIC III V (MIN.)
ALONG TRENCH AWAY III
FROM PROTECTED AREA,
BACKFILL AND TAMP v
NOTES: I
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 �F FILTER CLOTH ADJOIN EACH OTHER THEY SHALL
BE OVERLAPPED BY 6 IIVCHES'AND FOLDED.
3. ENTRENCH SILT FENCE, I AT LEAST 6 INCHES.
4. INSPECTIONS SHALL BF FREQUENT AND REPAIR OR REPLACEMENT SHALL
BE MADE PROMPTLY AS�4EEDED, OR WHEN SEDIMENT 'ACCUMULATES TO
HALF THE HEIGHT OF FENCING.
EROSION CONTROL SILT FENCE DETAIL N.T.S.
111 ARAM MrT rA 11
-r;ATF
2 SEWAGE
PUMPS
SEPTIC SYSTEM DESIGN PLAN
I
1
i
I
r
PREPARED FOR:
�
I
o0000000000�0000000000100
9'-pu
i
OF
12" PILE CAP '
CULVER
UO1
SPINK
NO, 30097
O
THE POLY BARRIER WILL BE WRAPPED
I
i
r
I;
.. AROUND THE ENTIRE PERIMETER OF THE SAS
:11811811811811811811811/
WHERE THE 5' SAND OVERDIG MEETS THE WALL.
■
.
■
■
■
..
■
.ININIM
(SEE PLAN VIEW)
■
■
.
■
..
RISER TO GRADE WITH METAL MANHOLE COVER
■
■Li,
..
24" DIA
V7.50
�
:1111181181
ACCESS COVERS
[•�
WITHIN 6
OF
6.50
6.5 - - _ _ - -
- - - -
FINISHED
GRADE o
�
_
6.35
■
■
■
■
■
■
■
■
■
:R
■
■
0
0
0
0
0
■
5'-4"
■
■
(,
■
r
EXIST ED
5'
'
O
O
O
O
C
F`NISH
4.50
I SAND
STONE 15.64
°
GRADE
OVERDIG
OF
I
ONE COwlk LE E
W GRAD
I
•
BEL
2.5
2.50
I�
146' LONG 40 MIL. "RUFCO 40006"
LINEAR LOW DENSITY POLYETHYLENE
SUPPLIED WITH
BARRIER
T ❑ P VIEW
NEMA4X . JUNCTI❑N BOX
FIRST COURSE OF BLOCK
JUNCTION BOX WILL BE OUTSIDE OF THE PUMP CHAMBER.
LOWEST GRADE EL. IS TO BE SET BELOW GRADE
I
8N
THE JUNCTION BOX WILL BE IN A SEPARATE IRRIGATION BOX.
AROUND THE WALL
IS 4.5f
_ _ - -__ __ ___
r �__ --�- �_
A PRESSURE TRANSDUCER IS NEEDED FOR DUPLEX PUMPS
-.-, __ .. _
d ..
-
---o. - e• d. a a. d • °d °
A5 WELL A5 A UUI�LtA `rHlvtL.
,a
POLY
WIGGIN
2' PVC STUB
BARRIER AND BLOCK DETAIL
°
N.T.S.
d
Pn"ECAST
a
2A' UNION
d
BALL VALVE
d '
6'-3"
2" CLEAN-OUT
5'_7#
.°
EL.= .50 (6")
�.
°
EL.= .35 (4.2")
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a
4'-9°
(❑PTI❑NALEL.= -.65 (--1.8'
ALARM LAG
°. PUMP PUMP
PUMP
I pFF
1/4" DIAMETER WEEP HOLE
6"
❑N ❑N
(TYP 6N)
a
e:
EL.=
-2.91
.
°
-1/2" HANDLE
4„ SANITARY
° .° •"• d . : •°d 6' °d
TEE
% ZABEL A1800 RESIDENTIAL SEPTIC TANK
2N
i-- SECTION
}}VIEW\
-2"
BALL CHECK VALVE
EFFLUENT FILTER FOR SINGLE FAMILY HOMES.
TAPER I'
18" FILTER
:?
(800) 221-5742
BARNES SE411 OR
EQUAL
/- CARTRIDGE
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PIPEEWER INSTALLATION: FITS ANY 4" SANITARY TEE
1000 GALLON WATERPROOF
PUMP
CHAMBER
AND SEWAGE PIPE USED AS A
DUPLEX PUMP
PACKAGE
SEPTIC TANK OUTLET BAFFLE.
/- -GASKET
EXTEND SEWAGE PIPE AT LEAST
%
ONE INCH BELOW BOTTOM OF
NOTES:
FILTER CARTRIDGE GASKET.
1.
CONCRETE: 5,000 PSI MINIMUM AFTER 2k
DAYS.
�- -GAS BAFFLE
\
- -
2.
CONSTRUCTION OF PUMP CHAMBER CON
"ORMS WITH
'
-
DEP TITLE 5 REGS, 310 CMR, SECTION
5.226.
TOWN OF YARMOUTH REQUIREMENTS:
l'
3.
ALL REINFORCEMENT PER ASTM C1227.
4.
JOINT SEALED WITH BUTYL RESIN.
1.)
SURVEYOR TO STAKEOUT LOCATION OF WALL.
5.
DESIGNED FOR H-20 LOADING.
2.)
ENGINEER TO INSPECT OVERDIG.
-
3.)
ENGINEER TO INSPECT WALL FOOTING.
6.
PUMPS, FLOATS AND PIPE INSTALLED
IN CHAMBER.
4:)
ENGINEER TO INSPECT S.A.S. &PUMPS.
FLOAT ELEVATIONS SET UPON REQUEST.
#
7.
SUPPLIED WITH PUMP CONTROL PANEL
1 /ALARM.
8' LONG
8.
LAG & ALARM FLOATS CAN BE SWAPPED
-
OR COMBINED INTO ONE FLOAT.
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2 SEWAGE
PUMPS
SEPTIC SYSTEM DESIGN PLAN
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PLAN VIEW OF A C-4 CULTEC PANEL
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DALE NUSSBICKEL
92 BREEZY POINT RD.
YARMOUTH, MASSACHUSETTS
02035
SIDE VIEW OF A C-4 CUL TEC PANEL
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4' WIDE
8.5" IN HEIGHT
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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.±
I WEIGHT OF WATER DISPLACED BY THE SEPTIC TANK: 18,6701b.±
SINCE 20,1001b. . 18,6701b. IT IS O.K.
1
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 1-2/9/18 REMOVE I/A SYSTEM TCR JCS
i