1988-782 BUILDING PERMIT
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TOWN OF QUEENSBURY
No. 88-782
c f l l _ WARREN COUNTY, NEW YORK z
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PERMISSION is hereby granted to GEORGE & VIOLA COOK
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OWNER of property located at g HALL RD GLEN LAKE Street, Road or Ave.
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in the Town of Queensbury,To Construct or place a SEWAGE ALTERATION
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
10609 SARATOGA ROAD
SOUTH GLENS FALLS,N.Y.
2. CONTRACTOR or BUILDER'S Name
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3. CONTRACTOR or BUILDER'S Address
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4. ARCHITECT'S Name
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5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
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( )Wood Frame ( I Masonry ( ) Steel ( ) r
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7. PLANS and Specifications t7
No. 1000 gal tank,65' tile field, as per plot plan,specifications, r
and application. z
8. Proposed Use
SEWAGE ALTERATION m
$ 10.00 PERMIT FEE PAID —THIS PERMIT EXPIRES May 1 1989
up
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the trJ
town of Queensbury before the expiration date.) 9
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Dated at the Town of Queensbury(' th' 14th Day of October 1988 0>
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SIGNED BY ,Ult5----- for the Town of Queensbury r4
Building and Zonin I spector
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C�'� PROS •
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APPLICATION FOR SEPTIC DISPOSAL PERMIT 20tING&DLDG ;IDES DEi'Y.
TOWN OF QUEEIiSDUltY
DAT diVt1/4.5.-".
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LOCATION OF PROPER (ilTY FOR INSTA LATION �ry ,
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Owner's Name: 6. 71 Telephone: _ `` 721- T
Address: /& , 67,e'r'- ‘ ' f ` $T 4% A,M r
Installer's Name: �/f�, 1 �" Telephone: 17r<77/
Number of bedrooms (residential only) 4?
_
Total daily flow (compute @ 150 gal per bedroom) _G
Topography: circle one: Flat lolli _ Steep Slope % of slope
Soil Nature: circle one #Loam Clay Other / Depth: vf feet
Ground Water: At what depth? ‘ feet
Bedrock or Impervious Material: At what depth? > Z feet
Percolation test: circle one: not required required / rate min. inch.
Domestic water supply: circle one: Municipal (Ne11,2Other
IF domestic water supply is a Well:
Separation: Watersupply from Septic absorption ___//di feet
PROPOSED SYSTEM: Septic Tank /di gal. (minimum size: 1,000 gal.)
TILE FIELD: Each Trench k2O feet / Total system length feet
SEEPAGE PIT(S): Number of / Size each feet liy feet
Size of st to be. used 11 ,2. Depth or Thickness / feet
* * * * * * * * , * *"*4 # * * * K * . K i , 4
IMPORTANT
'. ...Please...LIST NEW EQUIPMENT TO BE INSTALLED
3 * * * * * * 3 3 4 * * 4 * * 4 * 4 * * * * 4 * * */* * */* * * * %r * * *
/a,cipti 14/1/V1/ 1/7*71 / 1//i 7d.i,
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Section II Septic System Inspections:
A. All applications for septic system installation, alteration or repair, as
required by the Town of Queensbury Sanitary Sewage Ordinance, shall
be submitted to the Building Department at least 24 hours before start
of construction and shall include a plot plan showing:
1.) the proposed location of the system
2.) location and distance to lot lines •
3.) location and distance to structures
-1.) location and distance to any water supply
5.) size and dimensions of all tanks, distribution •
boxes, tile fields and/or drywells
B: No system shall be covered before inspection and approval by the building
. Inspector. Failure to comply with this requirement may result in the
uncovering of the system by the installer and a fine of up to $250.00.
C. An approved copy of the plot plan shall be available,on the construction
site. Failure to produce said plot plan at time of inspection may result
in an immediate work stoppage.
D. Should unforeseen problems during construction prevent proper installation,
alteration or repair of an approved system, a new proposal must be submitted
to the Queensbury Building Department before further construction.
I have read the regulations above and agree.to abide by these and all requirements
of the Town of Queensbury Sanitary Sew ge Disposal Ordinance.
Signature of res onsible perso .
Date: C�j j /f
Town of Queensbury
Building and Code Department
Bay at Haviland Road
Queensbury, New York 12801
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(518) 792-5832
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INTERIM BUILDING PERMIT
PERMIT APPLICANT :4 'd # LJA
604
CONSTRUCTION LOCATION 1 ed 61kit Zaee.,
EFFECTIVE DATE /400)sr
APPROVED BY •
SPECIAL CONDITIONS :
Tk_ rgAlf',Jeer PULiut Cta I$4 tilied
-his let t rfi eD ib DiVirt ---t;M e.
of rAvi4 -
This will certify that all submittals for a Building
Permit have been received and fee has been paid .
During the processing of the Permit, the above named
may begin construction' per plans submitted . It is the
responsibility of the applicant to obtain. the Permit
from the Building Department, following processing , .
POST THIS INTERIM PERMIT IN cNSPICUO .( LOCATION ! !
d
Building & Coes Department
. TOWN OF ; ENSBURY
REQUIRED INSPECTIONS: 24 HOURS.NOTICE REQUIRED!!
1. . Foundations Footings, before pouring concrete.
2. Foundations Inspections and Waterproofing, before Backfill.
3. Rough Plumbing, Heating and Frame Inspections before Closing in the Framework.
4. Insulation - Foundation, Floors, Walls, Ceiling.
5. Inspection of Electrical Installations before covering' (rough in) and on completion
of job. Final inspection certificate is necessary for issuance of CERTIFICATE OF
OCCUPANCY.
6. All new septic systems or repairs before covering any work.
7. Final Inspections before Certificate of Occupancy is issued.
THERE IS TO BE NO OCCUPANCY .OF THE BUILDING WITHOUT APPROVAL
OF THE BUILDING DEPARTMENT.
Down o/ Queenit ur,
/07/ BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME i i 1 " G`6,0/J
LOCATION ///9// 1e
DATE_Jo/,/,�(- PERMIT NO. For-- '78-O'
SOIL TYPE d oam - Clay
Percolation i Required? YEyS - NO
Percolation rate- Min/Inch _ 4
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TYPE of SYSTEM: ,1.. h'
Absorption field, `total length LOS
Length of each tren h 30
Depth of trenches % /`y a
Size of gravel
SEEPAGE PITS{Number of) :'
Size- ft. X it.
Gravel size
PIPING: S; ze,, Type
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Bldg. to tank /7Jr
Tank to dist. box '' );'l.-f ,�
Dist. box to field/p`' - " tU J
Openings sealed? ', NO Partial
LOCATION/SEPARATIONS: µ
Foundation to tank! 1 0 ft.
Foundation to absorption _ `0 ft.
Absorption to lot line ,i 4i ft.
Separation of pits ft.
LOCATION OF SYSTEM ON PROPERT'(circle one)
Front - Rear - Left side - Right side -
COMMENTS: i'
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% '. in.,,,, F Lec (it a i s
..Szri-ic -rho K--
SYSTEM USE APPROVED ES NO
Building Ins tor
01/86 and vl
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DEC , ,:. . , , , .
PUBLICATION -
Division of Water
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Design Standards. , ,
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1988 ,, , !I. . _- ,
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Intermediate .
'1. . .:Sized • .I
Sewerage
Facilities .
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Nevi York State/Department of Environmental Conservation ;1
Plants under 20,000 gpd capacity shall have a totalizing water
meter as indicated above or at least a weir for manual flow
determination. This weir facility shall be designed so that a .
flow meter can be easily installed.
2. For intermittent sand filters and lagoon systems, time-elapsed
meter, dosage counter, calibrated weir, and totalizing water
meter are acceptable arrangements.
3. For septic tank systems with subsurface disposal of the effluent,
flow measurement is not necessary. Flow measurement is strongly
recaminended when the design flow is 5000 gpd or greater. .
SEPTIC TANKS
F
Design and Installation
Septic tanks must be followed by subsurface disposal or by
polishing treatment prior to surface discharge. -
Table 8 shows the calculations that should be used to determine I
minimum effective tank capacity for commercial/institutional and
multihone wastewaters. Tanks larger than this minimum will show 1
enhanced performance. No tanks shall have a capacity less than 1000
gallons. For multihamne purposes, calculated flows must be based upon j
the maximum occupancy of the hones. For commercial/institutional '
purposes the tank must be able to treat continuous wastewater flows
for 8 to 16 hours per day as well as expected peak loadings. It may i
be necessary to increase tank size when a commercial or institutional -
facility has a short significant delivery period to prevent excessive
rate of flow through the system.
Table 8. Septic Tank Sizing for Multihane and r;
Commercial/Institutional Applications -
Daily Flow, Q Tank Size
(gpd) S
(gal)
Under 5000
1.5 Qs
5000 - 15000 3750 + 0.75 Q °
15000 + Q k
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Where garbage grinders are to be used, tank capacity must be '`
increased by 1/3 to accomodate the increased volume of solids per 'i
capita. Garbage grinders are not recommended for use with septic e
systems. ;;'
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The use of raw sewage pumpingstations is to be discouraged when r`
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the discharge is directly to a septic tank. Where they must be used, i
a daily flow (Q) shall be calculated based on the pumping rate f;
(gallons per minute) , rather than sizing the septic tank on flow
volume averaged over the entire day. This will alleviate shock loads
to the septic tank.
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Tanks with . -greater surface area and shallower depth are ;',
preferred. A liquid depth of between 30 and 60 inches is required. -
Deeper tanks may be used to provide extra sludge storage, but no
credit will be given towards design flaw. Tank surface area may range
from 2.7 to 5.3 sq. ft. per 100 gallons of tank capacity. Rectangular
tanks are preferred, and the ratio of effective tank length to width
should be in the range of 2:1 to 4:1. The minimum effective length
shall be 6 feet.
Centered tee-type or baffled inlets and outlets are acceptable.
When baffles are used, it may be desirable to provide sanitary tees as
a backup, as baffles may corrode and "drop-off" allowing solids to
escape the tank. There shall be a minimum difference in elevation of
three inches between inverts of the inlet and outlet of the tank. For :r,
tanks with a liquid depth less than 40 inches, baffles or tees for the
inlet and outlet should extend 12 and 15 inches, respectively, below
the liquid surface. In deeper tanks, these depths should be increased
to 15 and 18 inches for the inlet and outlet. The use of gas
deflection baffles or devices on - the tank outlet is strongly
recommended.
TWo compartment tanks are required when the length of the tank tj
exceeds . 10 feet, and are recommended for all installations. Two F;.
septic tanks in series may be used in lieu of a two-compartment tank.
The inlet chamber or tank should have a capacity of 65 to 75 percent
_ of the total capacity. For a two compartment tank the dividing wall c,
should extend fran the tank bottom to six inches above the flow line. ?'?
Elbows or a horizontal slot at least 4 inches high may be used to '.
connect the two compartments. For, the two tank option, the tanks must `',`f
be connected by a vent pipe at least four inches in diameter in ,;
addition to a connecting pipe for sewage transfer purposes. In either ::;�,;
case, the connecting area for sewage should be at least equal to three --'.;
times the area of the inlet to the tank. The invert of the connector .s
should be located one-third of the distance from the outlet invert and
the bottom of the tank.
A typical two compartment tank is shown in Figure 2.
Tanks may be constructed of precast or poured in-place concrete,
polyethylene, fiberglass, or metal, and shall be watertight. <
Metal tanks are not recommended, but will be considered '
acceptable if they are constructed and coated in accordance with the -t
provisions of the Under Writers Laboratory Standard UL-70.
Polyethylene and fiberglass tanks must be factory assembled, with
any proposed baffles in place. Care must be taken during installation
and backfilling to avoid damaging the walls. After backfilling, the
tank should be inspected and if any damage is present, the tank should
be repaired or replaced. When these tanks are installed in areas
where high groundwater levels may be present, flotation collars should
be used to prevent flotation when the tank is pumped.
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- . 1111ANC"."R . . , . . �`r
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Superior in-ground soils. Deeply formed corrugations and longitudinal
ribs lend extra strength and stability.
performance and Rotomolded, Hancor septic tanks are manufac •
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long life are built-in. tured as single-piece units.
A product of computer modeling techniques, •
the Hancor polyethylene septic tank is •
designed and built to give years of trouble-free ._� q
service. Hancor septic tanks will not rust, rot or a I r �,
corrode even without an external protective 4—- - - ' i
coating. They are ready for burial as delivered.
All Hancor septic tanks are subject to stringent
laboratory conducted quality control checks,
and every tank produced is individually
checked for watertightness before shipment. tal AIMS � INN MI MI I lilL _
Their arch-shaped profile maximizes soil loading
potential to resist flotation in wet or less cohesive •
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SPECIFICATIONS:
*I OF
CODE DESCRIPTION L 7501,000 AL.GAL. GAL. GAL.�I _
WEIGHT(Ibs.) 185 ?_45 300
—/ L LENGTH (in.) 90 . 92 115
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UIC` H HEIGHT(in.) 42 54 59 •_, ,WitW WIDTH (in.) 62 67 67
HI HEIGHT TO INLET q.q(i 34 45 48
)
— — —
HO HEIGHT TO OUTLET (n,) 31 42 45
F FLUID LEVEL(in.) 29 40 43
A AIRSPACE (in.) 0.6 12 13.6 ,
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Hole]
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TECHNICAL & DIMENSIONAL DATA •
If simple installation guidelines are followed(see Top View End View
page 6),tanks are periodically inspected and the `
total wastewater handling system is reasonably
maintained,you can expect long,trouble-free ser -LI% .
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vice from any Hancor septic tank. In fact,we back (lc.
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that statement up with a written warranty. °""
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SPECIFICATIONS FOR INLET/OUTLET DETAIL: •
DIMENSION 1 500 GALLON 1 750 GALLON 1000 GALLON .
CODE I Inlet Outlet Inlet Outlet Inlet Outlet Access Hole
i"';
X(inches) 9 12 13 16 15 18 Tank
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_i_ Stub(PVC) comyeaec = Accepts 4"
— TEE ■_•- Oe.kat k ,t tl DWV pp.
Y(inches) 4 7 6 7 7 10 ueea I°VDI_`Ill���� _
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Z(inches) 1 4 3 6 2 5 k<e�e4 i t ; � M
Schedule m
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(PVC) DM FS04
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Side View Enlarged Side View
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Polyethylene chemical resistance chart. .
The chemical resistance of polyethylene is dependent upon the composition of the environment to which it is exposed,the
conditions of use,and the form of the polymer concerned.
The chart below taken from"The Plastic Engineer's Handbook"serve as a general guide. •
Material(Concentration) Where Commonly Found 70°F mperatu140°F
Acetic Acid(1-10%) Vinegar R - R
Alcohol,ethyl(100%) Liquor R R
• Alcohol,propyl(normal) Rubbing Alcohol R R
Ammonia,aqueous(normal) Cleaners R R .
Caustic Soda(conc.) • Cleaners R R
Chlorine Water(2% sat'd sol.) Cleaners 13 R
Citric Acid(sat'd) Fruit Juices R R
Nitric Acid(0-30%) Mine Runoff R R
Phosphates(normal) Detergents R R
' Soap Solution(any) Cleaners R R
Sodium Bicarbonate(sat'd) Medicine R R
Sodium Chloride(sat'd) Salt R R .
Sodium Hypochioride(normal) Bleach R • R
Sodium Nitrate(normal) Cleaners R R '"at,
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Sulfuric Acid(0-50%) Mine Runoff R R
Key:R = Resistant to attack
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Note:Concentrations of the above chemicals would be very small in common household operations.
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,_ „, . .,. 1111ANCilt . . •
Recommended CAUTION: Do not lift the tank by means of inlet or
outlet hardware.Level tank with a carpenter's level.
installation procedure 3. Inlet/Outlet Connection
A. Inlet and outlet plumbing accepts schedule 40 pipe for
1. Excavation solvent welded water tight joints. Adapters are available
Side Wall Clearance(A) shall be a minimum dimension for sewer and drain dimension pipe, however schedule
of 12 inches; maximum of 18 inches. 40 is recommended.
-Bedding(B)shall be a minimum dimension of 6 inches; B. Bridging Distance(BD) should be minimized; yet is
maximum of 12 Inches. determined by a minimum dimension A of 12 inches.
Cover(C)shall be a maximum of 24 inches.
Depth(D)to bottom of excavated hole(maximum; with 12 4. Initial Backfill
inch bedding) Place and compact the select aggregate(Table 1), In.
500 gallon: D 6.5 feet layers, not to exceed four(4) Inches, around the tank up
750 gallon: D 7.5 feet to the seam or part line. Check the tank for proper level
1000 gallon: D 8.0 feet and alignment.
I 5. Fill Tank With Water
2. Bedding And Tank Placement Fill the septic tank to the seam or part line with water j
Bedding(B)shall be of select aggregate(Table 1) and immediately after initial backfilling.This tank should never!
compacted in layers not to exceed four(4) inches. The be left empty in the ground. Always refill the tank with
bedding must conform to the bottom of the tank and water following periodic septic pumping. Use of the tank
reach a compaction of 85% Standard Proctor Density. as a pump chamber will void your warranty.
(This is easily achieved with the aggregate in Table 1 with 6. Septic Tank Risers
minimum compaction requirements.) P
Use the backhoe bucket or other appropriate equipment Hancor risers are available to provide access for service.'
to set the tank. A chain or strap can be wrapped around Risers should be placed over each manhole for ease of ftm
the tank or run through both manholes. Do not lift tank periodic septic pumping.As a minimum access should
by the Inlet or outlet hardware. Use a carpenter's level always be provided over the inlet in case of inlet sewer
to level the Hancor tank. stoppage. _
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-- BD �—BRIDGING DISTANCE
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• INSTALLATION INFORMATION
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•Hancor recommends that risers be used at both Worry-free
manholes. If only one riser is used, place it at the
inlet end in the event the sewer line requires system tie-in
cleaning. .
7. Final Backflll With Hancor polyethylene septic tanks you •
When select aggregate(Table 1) reaches a fill height never have to worry about accessory or system
halfway up the tank wall, then begin filling across the mid- tie-in mismatch that leaves you frustrated and
dle of tank as shown. Continue until a minimum of six(6) wastes time.
inches of cover Is provided with select aggregate.
Now proceed to fill the balance of excavated hole, in
compacted layers using select aggregate until the entire All Hancor septic tanks are complete with two
i tank Is covered to a minimum height of six(6) inches. Be molded-in manhole structures and lids and are.
i certain to carefully compact the required aggregate under pre-plumbed, minimizing installation time and
the Inlet and outlet pipe across the Bridging Distance (BD). eliminating the need for additional inlet/outlet
8. Apply Cover . hardware. A Neopreme 0-ring assures a
Trim risers to proper length after final grade is leakproof connection with the tank wall. Inlet
determined. Always trim risers on the crowns of the
corrugations instead of in the valleys. Place the tank lids and outlet hubs are designed to accept 4-inch
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on top of the risers and tighten bolts with a 1/2-inch diameter schedule 40 sewer pipe. Readily
socket or wrench. available adapter fittings are needed for sewer
Table I: Required Select Aggregate For and drain pipe. Optional corrugated 10-inch
Tank Bedding And Cover diameter risers are available for extending
AASHTO SIZE Percentage Pawing Each Laboratory Slays manhole access to ground level. Risers can be
rnie Sin No. Range 115" 1" IA" V3. 3,8" No.4 "easily trimmed to desired height. A tank lid that
58 1"•318" 100 90-100 4100 475 15.35 0.15 — 7 prevententry
5 '"•15" 100 900 -'0 0.5 bolts down securely to fits riser.
57 1"•No.4 100 95-100 — 25-60 — 0.10
6 V.-•3l8" — 100 90-100 — 20-55 0-10 •
67 V.--No.4 — 100, 90-100 — 20-55 0.10 •
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RANCOR SEPTIC TANK
3-Year Limited Warranty ii.'
, 401 Olive Street,Findlay,Ohio 45840,
warrants the originalservice within three(3)years from the date of manufacture.ONLY k• •
Hancor,Inc.,of
The provisions of this LIMITED WARRANTY apply properly installed andndproperly maintained,will be free from purchaser,that its septic tank,when
during the first THREE(3)years after the date of i
defects in material and workmanship under normal use and manufacture. • ;
This LIMITED WARRANTY shall only be and returned to Hancor within THIRTY(30). -discussed by calling the following number: .)
I 419 424-8355.
effective if the following conditions are met: days from the date of purchase. ( 1 t, .
r� THERE ARE NO WARRANTIES WHICH
1. The septic tank must be installed and used Hancor,Inc.will it its properly installed and EXTEND BEYOND THE DESCRIPTION ON j..�
in accordance with Hancors instruction maintained septic tank tails because of defects THE FACE HEREOF.RANCOR,INC. i
i
I supplied with the tank.The tank must be in material or workmanship within three(3)years DISCLAIMS ANY IMPLIED WARRANTY OF
buried underground and must be kept at from the date of manufacture,at Its election repair
MERCHANTABILITY OR FITNESS FOR A
leastone-halffullofwaterorsewageatalltimes. the defective septic tank or supply a newequi- PARTICULAR PURPOSE.
2. The septic tank user must maintain written valent Hancor septic tank in replacement thereof. IN NO EVENT SHALL RANCOR,INC.BE
evidence of all maintenance done on the In the event Hancor,Inc.is unable to provide LIABLE TO THE PURCHASER OR ANY
septic tank,including pumping to remove a replacement septic tank and repair is not OTHER PERSON FOR INDIRECT OR •
sludge accumulation. commercially practicable or cannot be timely CONSEQUENTIAL DAMAGES DUE TO • j
1 3. The tank must be used as a septic tank made,Hancor,Inc.may refund the wholesale BREACH BY HANCOR,INC.OF THIS I
11 only.Tanks used in any other applications purchase price in lieu of repair or replacement. WRITTEN LIMITED WARRANTY OR ANY I.
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are not covered by this LIMITED Hancors liability is limited to the value of the IMPLIED WARRANTY. }}} j
,i 1 WARRANTY, tank Itself and specifically excludes the cost of Some states do not allow limitations on how ( •
r;) 4. The Hancor septic tank Is recommended for installation and/or removal and Indirect or long an implied warranty lasts and/or do not• fr
? use only in conventional on-site septic tank/ consequential damages. allow the exclusion or limitation of Incidental or
leachfield systems In which effluent flows by Before any claims under this LIMITED consequential damages,so the above I
gravity from each septic tank to its own WARRANTY will be considered by Hancor,Inc., limitations or exclusion may not apply to you.
leachfield.The Hancor septic tank cannot notice of any defect must be given to Hancor, This warranty gives you specific legal rights, R 4
be used in closed systems,which Includes Inc.in writing.This written notice must be and you may also have other rights which vary .1
Septic Tank Effluent Pump(STEP) received by Hancor within a reasonable period • from state to state. I
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'. 1 Systems,Variable Grade Sewers,or Small of time after the defect becomes apparent.The
Diameter Gravity Sewers.USE OF THE written notice must include the serial number of QUESTIONS REGARDING THE CORRECT
HANCOR SEPTIC TANK IN A CLOSED the septic tank which can be found near the rims INSTALLATION OR APPLICATION OF THE
SYSTEM WILL VOID THE THREE(3) of the top access holes.The written notice HANCOR SEPTIC TANK SHOULD BE 1
YEAR LIMITED WARRANTY. should be sent to Hancor,Inc.,P.O.Box 1047, DIRECTED TO THE HANCOR SALES
5. The owner registration card must be filled in Findlay,Ohio 45839,Attn:Customer Service ENGINEERING
242,DEPARTMENT AT 1
Department.Warranty mango may be , ( ) •'1.....1.:lilANC .„; . . .. . . .
(. - rYii.•..
• e L:;yr Se w vrr� .` .1 >` x?. '7 � '..A -_ ,. {`cl `: f
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Cr r :`,.• y '• �� •
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Hancor waste water - r.4' i. ' II` . �
r'f`; f F f F
management products '+, ,_ ' ,\
„ � >` Y v
(A)Co-extruded Dual Wall Pipe and Corrugated Channelllow° � oaf l�, F,, ��
tubing...all in self coupling 10 feet lengths for fast system • a •" k, 'A,1 ;
construction. f-'-t a j•z• s t. " } J 1 '
(B)A variety of fittings are available for both Dual Wall Pipe and , -ij • i ,',i ; /
•
Channel-flow°Tubing. ' f Pia at•,
M i
(C)Dual Chamber Alternator Valve for ground level switching of v t,, s ,
•�, r
alternating disposal fields.Comes complete in kit form with r ' # •` ;;.{, 7 • t. t�„ s.•,..;t. .- , -
extension tube and lid,hardware and installation instructions.
(D)Standard Alternator Valve performs same function as deluxe unit ABS,etc.Ground level extension and Ild are optional.
above.A smaller,simpler valve,it also comes complete in kit form
with instructions. (F)Multi-Purpose Distribution Sump has unique"either end up"design
(E)Distribution Box has outlets to accommodate up to 7 and offset outlets which make it ideal as drop sump in hillside
lines for maximum system design versatility. Inlet disposal fields and in many other waste management system
• accepts both SCD-40 and sewer and drain pipe, PVC, applications"
CN Hancor,Inc.,P.O.Box 1047,Findlay,Ohio 45839
-S. .�.ii.2'-. .•iu.d•.ICJalwnµ '....
California Indiana New York Taxes •
P.O.Box 726, Union Station, P.O.Box 271,Yoakum,TX 77995
• P.O.Box 608,Patterson,CA 95383 P.O.Box 23,Brazil,IN 47834 Endicott,NY 13760 (800)242-3521
(209)892-3351 (812)446-2385 (607)748-7336 Outside TX(512)293-6313
Outside NY(800)847.5880
Georgie Michigan Washington
P.O.Box 744,Cordele,GA 31015 P.O.Box 8,Chesaning,MI 48616 North Carolina P.O.Box 352,Olympia,WA 98501
1- 0)-841.6 0 1-0)-525 0 5 P.O.Box 249 (20)943.3313
1 800841-0500 1 8005250052(MI only) Mebane,NC 27302 1.800-654.5401(WA only)
Minnpesota (919)563.5551 I Outside WA(800)544-1001
t.(l Fill h a Min,fglIIIIUlll,MN M)UWI
(319)1I t28e 332,bdwtdn,U bll0bti 50/ 238.4/91 Ohio
2833324 ( 1
1-1100.062.5575(MN only) P.O.Box 1047,Findlay,OH 45839
Outside MN(800)533-0424 (800)472.9557 •
Outside OH(800)537.9520
• ...I I3iT:1lyf..1+1: -
::3 i::I:i' srol-1o76sa�
4i¢f V Inc..1985 _ ._ --_-.- _. .Gin+
En 'Ineerin 2 Conside r-afcon s
sfe m design e d for- o f wo bedroom house
Design Flow r ufc = 2 15ogpd ] 0o cep
ercol c�f(on mte = ' 3 min 55 see% inch
Qpp((cafion r'Qfe 2�par*/S.F K -757 = o.� Jcpd/5.F
pd -� 3 3 3. 3 aF
AreQ o4� bed rec�u i reaE = 30o J . o. � _
LlSe I of f if 3441 1 each bed = 34o s. F.
01
J IP
000
v In
\10 Wee-0
s� l
1941`pv.c {orce main
note., cn off' �7oaf
io TQ1 �cfQ dose cc
4c>(ton5.
vim'
NO
rV
Lmod Alftm
JALIWV
SLOW
RL
t
2
1�r efn
pumpi Oioa4m:5
E:fe\,/af(on head = 13 P
Fricfton head usin`q I'/4" fPVC. 04 25Jprn =
l l 8 L
f oo
Tofo( dynamic head = 131P-+ I(APf = 24.E fT
use Gc u(ds Modc( 38a5 �5ubrners[b(e E f Fluent
PuMp WE03 i2 M ) V3 HP, 230 Vo(fsJ
of TDH = 24.4 P 2Cgpm
Acce. sori e s
Use Gculds Mode( Aa 7- 2401 Sirnp(ex 5ewQne
3a5in -- GOgoIbn cQpoclV
Use Gc ul d s Mode( A8 - 24 2 2 S 16asi n cover
Use Gc u(d s A2- 6, Mercu 5w(fch
K I
,�� [?-P Cf,ec Valve,
VC(QMe pP Z6sa= 40 3a(lon5
Londs now cr f"orm-?cHy oP fbrrnan E. � JJoLice M. Tectfor--
r-brnp srtQtIor),
0
- I
_ ._.._
Sepf rc TrnK
24 c K
zg�ecd(
Bed / t. .•.,�
/f ! 1 TCSf
-� line T_
�4W 10 mt
T
Lands now cr %rmer(y I(-fongrd Huse P Sohnxxl Li
r
4.INL
o'� revue r of eta i fs tor
V1,a
0 00,
.l
SI1u e 1n
Town of Queensbu c4 Warren
State cP new Yor
5c,Q(e. Ii = 20 Feet Cde opmQpp' : 20 5epfcmb(%,r- 10085
5ions'
t�par-ed kx� �epfernber 2�, 18 refofd
• sephc ktnK, pump 3fQfr� can
ip. s Po rcc mari n
A_5ScC
ram!- orsE(1 n
' f. !!/1HNIIiN1U�
1 Qo
DATE OF PRINTING 29 SEP-198a
Now
45/12