HomeMy WebLinkAbout83-1219 - Details - Septic System Components17'-0"
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PLAN
SECTION A -A
NOTE:
TEES SHALL BE SCHEDULE 40 PVC PROPERLY SUPPORTED BY HANGAR
STRAP OR OTHER DEVICE.
5000 GALLON GREASE TR
1/4" = 1'- 0"
36'-7"
1.4
8-
1-0.
11'-0"
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THICKNESS
SOIL SUBMR.
TANK
SOIL
WATER
FACTOR
STRUCTURE
LENGTH
WIDTH
DEPTH
TOP
BOTTDM
SIDES
COVER DEPTH
WT
WEIGHT
DISP.
OF
Z
Z
D
(FT)
(FT)
(FT)
(FT)
SECTION A -A
1500 GALLON GREASE TRAI
1/4" = 1'- 0"
TANK BUOYANCY DATA
SECTION B -B
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. L I__ __ __ - - _ _ __ J
1E
14 OUTL
DISTRIBU
1/2" = 1' - 0"
NOTEr TANKS ASSUMED EMPTY, GROUNDWATER AT LEVEL OF MAXIMUM HIGH GROUNDWATER
A I I I I I I A C.I. BOLT POCKET .'I T
II I
24"0 OPNG.
II I BUM RUBBER GASGET
7/8"0 BOLTA 24"0 COVERS A
I 8" KNOCKOUT II I /
I I I D CHAMFER ® CORNER i i/ - - - - - - - - - �- - - - TYPICALIBOLT CONNECTIONI
PLAN 8" KNOCKOUT (TYP)
NTS - - - - - -- I 6"
36'-7"
35'-7" PLAN
M I
SECTION A -A
1/4" = 1'- 0"
P TI C TAN
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6"
SECTION B -B
J
i
SECTION A -A
6"
GALLON (H20) SEPTIC TANK
1/2" = 1'- 0"
SPECIFICATIONS
POR' 1 GENERAL
1.01 SUMMARY
A. Work Includes:
1. On -Site Subsurface Sewage Disposal System (Septic
System).
Site Removal, Disposal and Restoration
1.02 QUALITY ASSURANCE
A. Qualifications: _
1. Manufacturer: Firms regularly engaged in manufacture
of septic system products of types, materials, and
sizes required, whose products have been .in satis-
factory use in similar service for 5 years minimum.
B. Codes. Standards and Inspections:
1. Septic System Materials and Installation: Comply with
all applicable provisions of Massachusetts
Environmental Code 310 CMR 11.00 and 15.00 (DERE Title
V1 and local Board of Health regulations.
Obtain all necessary Permits, inspections and approvals
from local Board of Health in proper sequence and
manner.
Construction of this septic system is subject to the
inspection of the Desion Enqineer. Ellis & Thulin, Inc.
(500) R88-2345. The Engineer will make sufficient
inspections of work in progress to certify to the local
Board that the installation conforms with these plans.
Notify Engineer of the proposed construction schedule
and keep Engineer informed of schedule changes as work
progresses. Engineer shall inspect when clean fill is
in place under the leaching facility, and will verify
sys`_em component location, elevation and function.
4. This project work is subject to provisions of the Order
of Conditions issued by the Town of Yarmouth
Conservation Commission under MGL Ch130 S40 and the
Town of Yarmouth Wetlands Protection Bylaw, Make all
notifications, and comply with conditions related to
on-site execution of the work contained within the
Order.
1.03 SUBMITTALS
A. Product Data: Submit manufacturer's technical product data
and installation instructions for all septic system
components not specified on these drawings.
9. Record Drawings: At project close-out, submit drawings of
installed septic systems. show exact location and inverts
Of all septic system components and underground structures.
1.04 PPOJECT/SITE CONDITIONS
A. General: The location of underground utilities, septic
--stems and structures shown on these Plans is approximate.
"!otify DIG SAFE (1-800-322-4844) and the Yarmouth Water
Department (50e 3q2-4974) at least 72 hours prior to any
- -k anon for this project work. Verify buiidino inverts,
and rer,Drt immediately to Enoineer all site conditions
.)nich, a,ould conflict with execution of this project work as
7eSlribed on these drawings.
B. Provide. install and maintain all temporary construction to
Protect persons and property from injury durino the
construction period.
PART 2 PRODUCTS
2.01 MATERIALS
A. Septic System Pipino:
1. Provide all necessary elbows. tees. adapters,
couolings. collars, piping and fittings for connection
of all septic system structures and building soil pipe.
Piping and fittings: All septic system piping shall be
SCH40 PVC with solvent weld joints except that the
buiidino sewer within ten feet of the foundation wall
shall be EH Cast Iron Pipe.
New water service to fish market shall be 150 psi rated
3/4" dia. HD polyethylene pipe or other as approved for
use by the Yarmouth Water Department.
B. Seotic System Structures:
1. Provide all precast concrete septic tanks, distribution
bores, pump pits and grease traps in sizes indicated.
�. Provide structures with proper inlet and outlet and
other access openings as indicated.
Provide precast concrete or concrete block risers and
cast iron frames and covers as specified on these
drawings where access to structures or piping at finish
grade level is indicated on these drawings.
4. Precast Structures: As manufactured by Acme Precast.
Linhares Precast or Rotundo for standard H-20 vehicle
loading.
C. Septic System Drainage Aggregate:
J. 3/4" to 1-1/2" washed stone free of iron, fines and dust
in place and <0.2% material finer than a Number 200
sieve as determined by AASHO test methods T-11 and T-
27.
2. (Peastone) 1/e" to 1/2" washed stone free of iron, fines
and dust in place and <0.2% material finer than a
Number 200 sieve as determined by AASHO test methods T-
11 and T-27.
D. Cement Mortar: Comply with Massachusetts Standard
M4.02.15. one (1) part Portland Cement and two (2) parts of
clean masonry sand by volume with sufficient water to form
a workable mixture.
E. Pumps: See pump detail sheet for pump specification and
installation.
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DIMENSIONS
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THICKNESS
SOIL SUBMR.
TANK
SOIL
WATER
FACTOR
STRUCTURE
LENGTH
WIDTH
DEPTH
TOP
BOTTDM
SIDES
COVER DEPTH
WT
WEIGHT
DISP.
OF
Z
Z
D
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT) (FT)
(LBS)
(LBS)
(LBS)
SAFETY
19000
GAL.
ST
36.58
11.00
9.21
0.67
0.50
0.50
1 5.5
126792
46276
138109
1.3
1000
GAL.
ST
9.00
5.25
6.00
0.50
0.50
0.50
1 3.7
17025
5434
10909
2.1
5000
GAL,
GT
17.00
7.00
9.17
0.67
0.50
0.50
1 4.4
48473
13685
32673
1.9
1500
GAL,
GT
11.00
6.50
6.00
0.50
0.50
0.50
1 4.4
23100
8223
19631
1.6
NOTEr TANKS ASSUMED EMPTY, GROUNDWATER AT LEVEL OF MAXIMUM HIGH GROUNDWATER
A I I I I I I A C.I. BOLT POCKET .'I T
II I
24"0 OPNG.
II I BUM RUBBER GASGET
7/8"0 BOLTA 24"0 COVERS A
I 8" KNOCKOUT II I /
I I I D CHAMFER ® CORNER i i/ - - - - - - - - - �- - - - TYPICALIBOLT CONNECTIONI
PLAN 8" KNOCKOUT (TYP)
NTS - - - - - -- I 6"
36'-7"
35'-7" PLAN
M I
SECTION A -A
1/4" = 1'- 0"
P TI C TAN
r
6"
SECTION B -B
J
i
SECTION A -A
6"
GALLON (H20) SEPTIC TANK
1/2" = 1'- 0"
SPECIFICATIONS
POR' 1 GENERAL
1.01 SUMMARY
A. Work Includes:
1. On -Site Subsurface Sewage Disposal System (Septic
System).
Site Removal, Disposal and Restoration
1.02 QUALITY ASSURANCE
A. Qualifications: _
1. Manufacturer: Firms regularly engaged in manufacture
of septic system products of types, materials, and
sizes required, whose products have been .in satis-
factory use in similar service for 5 years minimum.
B. Codes. Standards and Inspections:
1. Septic System Materials and Installation: Comply with
all applicable provisions of Massachusetts
Environmental Code 310 CMR 11.00 and 15.00 (DERE Title
V1 and local Board of Health regulations.
Obtain all necessary Permits, inspections and approvals
from local Board of Health in proper sequence and
manner.
Construction of this septic system is subject to the
inspection of the Desion Enqineer. Ellis & Thulin, Inc.
(500) R88-2345. The Engineer will make sufficient
inspections of work in progress to certify to the local
Board that the installation conforms with these plans.
Notify Engineer of the proposed construction schedule
and keep Engineer informed of schedule changes as work
progresses. Engineer shall inspect when clean fill is
in place under the leaching facility, and will verify
sys`_em component location, elevation and function.
4. This project work is subject to provisions of the Order
of Conditions issued by the Town of Yarmouth
Conservation Commission under MGL Ch130 S40 and the
Town of Yarmouth Wetlands Protection Bylaw, Make all
notifications, and comply with conditions related to
on-site execution of the work contained within the
Order.
1.03 SUBMITTALS
A. Product Data: Submit manufacturer's technical product data
and installation instructions for all septic system
components not specified on these drawings.
9. Record Drawings: At project close-out, submit drawings of
installed septic systems. show exact location and inverts
Of all septic system components and underground structures.
1.04 PPOJECT/SITE CONDITIONS
A. General: The location of underground utilities, septic
--stems and structures shown on these Plans is approximate.
"!otify DIG SAFE (1-800-322-4844) and the Yarmouth Water
Department (50e 3q2-4974) at least 72 hours prior to any
- -k anon for this project work. Verify buiidino inverts,
and rer,Drt immediately to Enoineer all site conditions
.)nich, a,ould conflict with execution of this project work as
7eSlribed on these drawings.
B. Provide. install and maintain all temporary construction to
Protect persons and property from injury durino the
construction period.
PART 2 PRODUCTS
2.01 MATERIALS
A. Septic System Pipino:
1. Provide all necessary elbows. tees. adapters,
couolings. collars, piping and fittings for connection
of all septic system structures and building soil pipe.
Piping and fittings: All septic system piping shall be
SCH40 PVC with solvent weld joints except that the
buiidino sewer within ten feet of the foundation wall
shall be EH Cast Iron Pipe.
New water service to fish market shall be 150 psi rated
3/4" dia. HD polyethylene pipe or other as approved for
use by the Yarmouth Water Department.
B. Seotic System Structures:
1. Provide all precast concrete septic tanks, distribution
bores, pump pits and grease traps in sizes indicated.
�. Provide structures with proper inlet and outlet and
other access openings as indicated.
Provide precast concrete or concrete block risers and
cast iron frames and covers as specified on these
drawings where access to structures or piping at finish
grade level is indicated on these drawings.
4. Precast Structures: As manufactured by Acme Precast.
Linhares Precast or Rotundo for standard H-20 vehicle
loading.
C. Septic System Drainage Aggregate:
J. 3/4" to 1-1/2" washed stone free of iron, fines and dust
in place and <0.2% material finer than a Number 200
sieve as determined by AASHO test methods T-11 and T-
27.
2. (Peastone) 1/e" to 1/2" washed stone free of iron, fines
and dust in place and <0.2% material finer than a
Number 200 sieve as determined by AASHO test methods T-
11 and T-27.
D. Cement Mortar: Comply with Massachusetts Standard
M4.02.15. one (1) part Portland Cement and two (2) parts of
clean masonry sand by volume with sufficient water to form
a workable mixture.
E. Pumps: See pump detail sheet for pump specification and
installation.
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SHEET 4 OF 5