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COVER OPENING PER PUMP & JOB
SIZE & LOCATION INLET, SIZE & LOCATION REQUIREMENT
PER JOB REQUIREMENT -//PER JOB REQUIREMENT
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PRECAST PUMP CHAMBER_
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F A I - - t- '� A LK -O's FOR BED
INSTALLATION VIEW B -B
1 1 f j VIEW A -A
1J I I s/e" SLOTS
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PLAN VIEW -
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" 1 9" \,-K-O's FOR BED
A (30) 2 X 5'h" OPENINGS „INSTALLATION
VIEW A -A �' VIEW B -BEND VIEW
' SIDE VIEW
FLOWDIFFUSOR(5,:
DB -5 FD4X8-L
LEACHING CHAMBER
' P�ECAST,DISTRII3�JtT10N BOX: v,0UTL1=?..-,.,-.-PRECAST,
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y4 g,,a� -`moo" ill WATERPROOFING SPECIFICTIONS
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1. ALL EXTERIOR WALLS TO BE WATERPROOFED
FROM THE FOOTING TO FINISHED GRADE.
" 2. ALL INTERIOR WALLS TO BE WATERPROOFED
FROM FOOTING TO TOP OF WALL.
3. WATERPROOFING TO BE EITHER ASPHALT
CONFORMING TO ASTM D449, TYPE A, OR
COAL TAR PITCH CONFORMING TO ASTM
D450, TYPE B, TO BE APPLIED TO A
THICKNESS OF 6 MIL WHEN DRY.
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r�£s LOW WEL L ER, INC, . .
-1--GZ4-
I�rs 12x,3 ti a1:J � 05 F.,e,E-aa . 7/4 MAIN STREET, YARMOUTH, MASS..
Ft.0002n 1 -IE AIZ'- [As-FI.`5'7,>EL-.IZ.00 :,..:'29 MAIN STREET, ORLEANS,' MASS. -
WILING ADRESS. P, 0. BOX //9
YARMOUTH PORT, MASS, 0267S.i
JtOcEe. - Consulting and design engineers O Civil and structural
OF
REVISIONS
Sr.
COLERANCES
C, HINCKLEY Iv v f<III� I ,EZCEVf AS NC"r", NO. DATE 8Y GLIF_I-f"T-: JOAI�1
3 Ici i°�• ti\, DECIMAL �I
STE. 1
ofSC/STERA���e \�h� Sur; j S, l-riGr S�iS11 "I ZFf?,IQ FL h�
• T�LLNG ''�Ytov'�' ' 2 -/? -r '!
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FRACTIONAL DRAWN BY SCALE MATERIAL
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ANGULAR A _'"I'Zb-w LL,
. TRACED APP'D.
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DESIGN DATA -
DAILY
FLOW: 3 BDRMS X 110 GPD/BDRM= 330 GPD
PUMP SPECIFICATIONS
SEPTIC TANK: 330 GPD;X 150% = 495 'GPD
USE: 1000 GAL PRECAST SEPTIC TANK
!
USE SINGLE PHASE "ZOELLER CO."
MODEL # 267 AUTOMATIC (SIMPLEX)
LEACHING FACILITY:
2 H.P., 115V, 10.4 AMP PUMP OR
USE: (2) 4',X 8' FLOIIDIFFUSSORS W/3' OF STONE
EQUAL.
CAPACITY:
SIDE14ALL: = 64 X 0.96 X 2.5 =153.3
GPD
USE SIMPLEX ALARM MODEL # 10-0028
BOTTOM:.= 10 X 22 X 1.0 =`220.0 GPD
OR EQUAL.
CONNECT 115 V SINGLE PHASE LINE
TOTl.:.-++= 373.3 GPD
TO PUMP CHAtIBER.
USE PC 6 X 6 PRECAST PUMP CHAMBER
NOTES:
�'
OR EQUAL.
1.
ALL PIPE TO BE 4" SCII 40 PVC
2.
EXISTING CESSPOOL TO BE PUMPED AND REMOVED
ALONG WITH ANY CONTAMINATED SOILS, AND PROPERLY
DISPOSED OF AT THE TOWN LANDFILL.
3.
WATER SERVICE TO BE RELOCATED NO LESS THAN 10'
FROM THE PROPOSED SEWAGE SYSTEM.
4.
CONTRACTOR TO BE RESPONSIBLEiFOR LOCATION OF
ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION.'
5.
INSTALLATION,OF THE SEWAGE SYSTEM TO BE INSPECTED
AND CERTIFIED TO THE BOARD OF HEALTII BY THE
DESIGN ENGINEER.
6.
GAS SERVICE TO BE RELOCATED.
,7.
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i0�2 Ifs �14 IF�ST FiIGt)EST irLW. or:-
0����A/ATIP-�l�FL.I.ZD �2oLItJD1.�'iE2•
!y/AJ a /�
y4 g,,a� -`moo" ill WATERPROOFING SPECIFICTIONS
yn
m Jc�E r�
1. ALL EXTERIOR WALLS TO BE WATERPROOFED
FROM THE FOOTING TO FINISHED GRADE.
" 2. ALL INTERIOR WALLS TO BE WATERPROOFED
FROM FOOTING TO TOP OF WALL.
3. WATERPROOFING TO BE EITHER ASPHALT
CONFORMING TO ASTM D449, TYPE A, OR
COAL TAR PITCH CONFORMING TO ASTM
D450, TYPE B, TO BE APPLIED TO A
THICKNESS OF 6 MIL WHEN DRY.
1 LES/, _Z, O
tet= LgAr52 Ep As Aec�-J�
5.) -rf;F-- e�1AI+tIr lG L Ate-, Inlzr�zPP�CFI.G
Ittst�-r�a
t -N -z- I"-I'o" �`r Q CEz IGI To -T E-
CAIf,.1
IdbiA LL_
DFSIGI I I
N olsT•. a -c 2" L Wr--rz of
_. PIP✓:To BE '3�8' PPASTG>,IE� � /
ZZ 4.14 '. Goo 15.83 5.71 .. 3.0' r1 ZOIIDdA�c2e.Fa.i.-
r1AxlrtLI
5
ti>tia.�.ri�„ raxlsr.D. 3.89 3.G4- , 3.00 i. .. 4
I�4d
' S EL�IA�'1 � s�S'I"E>✓I p>2.�Fi lam_
SCSI -F' !"-10
r�£s LOW WEL L ER, INC, . .
-1--GZ4-
I�rs 12x,3 ti a1:J � 05 F.,e,E-aa . 7/4 MAIN STREET, YARMOUTH, MASS..
Ft.0002n 1 -IE AIZ'- [As-FI.`5'7,>EL-.IZ.00 :,..:'29 MAIN STREET, ORLEANS,' MASS. -
WILING ADRESS. P, 0. BOX //9
YARMOUTH PORT, MASS, 0267S.i
JtOcEe. - Consulting and design engineers O Civil and structural
OF
REVISIONS
Sr.
COLERANCES
C, HINCKLEY Iv v f<III� I ,EZCEVf AS NC"r", NO. DATE 8Y GLIF_I-f"T-: JOAI�1
3 Ici i°�• ti\, DECIMAL �I
STE. 1
ofSC/STERA���e \�h� Sur; j S, l-riGr S�iS11 "I ZFf?,IQ FL h�
• T�LLNG ''�Ytov'�' ' 2 -/? -r '!
!:AYl(�
FRACTIONAL DRAWN BY SCALE MATERIAL
Lj
t / CHR'D UATE DRAW INO NO.
ANGULAR A _'"I'Zb-w LL,
. TRACED APP'D.
S
mj
,
- 4