1.2 1.2
WASTEWATER-SEWERIAPPROVE\Wenner—Replacement-Absorption Field Effluent Lace to Lake and Lace-ETU-In APA-10-17-2022
RESOLUTION APPROVING CARL AND MICHELE WEINER'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Carl and Michele Weiner (Applicants) filed an application for variances from
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a
replacement septic system with the:
1. Absorption field to be located 63' from the shoreline in lieu of the required 100'
setback;
2. Absorption field to be located 1' from the westerly property line in lieu of the required
10' setback;
3. Effluent Sewer Line to be located 4' from the westerly property line in lieu of the
required 10' setback; and
4. House Sewer Line to be located 4' from the westerly property line in lieu of the
required 10' setback;
on property located at 114 Rockhurst Road in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday, October 17t', 2022, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Carl and
Michele Weiner for variances from the Sewage Disposal Ordinance to install a replacement septic
system with the:
1. Absorption field to be located 63' from the shoreline in lieu of the required 100'
setback;
2. Absorption field to be located 1' from the westerly property line in lieu of the required
10' setback;
3. Effluent Sewer Line to be located 4' from the westerly property line in lieu of the
required 10' setback; and
4. House Sewer Line to be located 4' from the westerly property line in lieu of the
required 10' setback;
on property located at 114 Rockhurst Road in the Town of Queensbury and bearing Tax Map No:
227.9-1-9, and
BE IT FURTHER,
RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property
owner in accordance with the manufacturer's recommendations for the life of the system, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice
to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during
such period.
Duly adopted this 17t'day of October, 2022,by the following vote:
AYES
NOES
ABSENT:
.169 Haviland Road
Queensbury, NY 12804
Hutchins, Engineering Phone:(518)745-0307
Fax:(518)745-0308
September 16, 2022
r (960
Town of Queensbury, Local Board of Health C QU l�, ®
742 Bay Road I � �O
Queensbury, NY 12804 ��� 'L
0
Re: Residence of Carl and Michele Weiner �� Z
114 Rockhurst Road, Queensbury
Tax Map ID#: 227.9-1-9
Dear Supervisor Strough and Town Board Members:
Attached please find a plan and application for septic variance to allow a replacement septic
system to be installed for owners Carl and Michele Weiner at the above-referenced residence.
We are seeking relief from property line setbacks as well as separation from the absorption field
to the shoreline.
The proposed treatment system will consist of a FujiClean CE-5 enhanced treatment unit and a
10'W x 301 crushed stone absorption bed with two rows of four 34" traffic rated Infiltrator H-20
chambers. Every effort has been made to provide a high-quality enhanced treatment system and
minimize requested variances.
We are seeking relief from the absorption field setback to shoreline (63' proposed instead of.
required 100'), the absorption field setback to westerly property line (1' proposed instead of
required 10'), the effluent sewer line to westerly property line (4' proposed instead of the required
10'), and the house sewer line to the westerly property line (4' proposed instead of the required
10').
We respectfully request to be placed on the board schedule for the upcoming September 26
meeting.
Please contact me if you have any questions or if you require additional information.
Best Regards,
G. Thomas Hutchins, P.E.
Cc: Carl and Michele Weiner
G.Thomas Hutchins,P.E. thutchins@hutchinsengineering.com
` FT
Office Use only
SEPTIC VARIANCE
&6�wb._,y
PermitAPPLICATION permit Fee:.$.'&iz .o
Invoice
742 Bay Road,.Queensbury,NY 12804
P:518-761-8256 vuvirinraiiee»'stiury;net' Approvals: T
Submittal: 1 (one) original &8 copies of the completed application package
PLEASE PRINT LEGIBLY ORTYPE, PLEASE INCLUDE AN EMAIL
Section l•
Contact Information:
Property Owner's): C;arh%.Michele Weiner Owner's Agent: Hutchins Engineering PLLC
Address P.O. BOX 2516 _ .. - Address:. 169 Haviland Road
Briarcliff Manor, NY 10510 Queensbury, NY 12804
Phone#:, (914)_548-0197 Phone#: 518-745-0307
Email: Email:..thutchins@hutchinsenginepring.com
Section 2•
Site Information:.
Site Address: .114 Rockhurst Road Tax ID#: 227.9-1-9
Directions to Site: from NY-91- N turn right onto Cleverdale Road for 0.8 miles; right onto Rockhurst Rd
Section.3•
for 0.7 miles; parcel on right side
Lake Water Supply
Distance froth'ew4gon property to septic system (if applicable) 63 feet
Section 4•
Is it passible to install a conforming septic system on this property? ❑Yes X'No
If YES,please explain and attach a diagram:.
.Section 5•
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? QYes ❑No If NO,please explain:_ No Neighboring Wells .
Section_6:
Is the proposed system to be installed under a parking area? *,Yes ❑No
Section 7•
Section of the Sanitary Sewage'Ordinance from which you are seeking the variance(i.e.leaching system will be 89 ft.,
from well in lieu of required 100 ft.): Absorption field to Shoreline:63'proposed Instead of required_100'.(37'of relief requested)
Absorption.Field to Westerly Property Line:1'proposed instead of required 10'(9'of relief requested)
Septic Variance Application
Effluent Sewer Line to Westerly Property Line:4'proposed instead of 10'required(6'of relief requested)
House Sewer Line to Westerly Property Line:4'proposed instead of 10'required(6'of relief requested)
Section 8•
List the names, parcel addresses,and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name Lamberts Landing LLC
Address 117 Rockhurst Road
Tax Map ID 2217.9-1-8
South Name Eric Cottrell
Address 112 Rockhurst Road
Tax Map ID '227.9-1-10
East Name Lake George
Address
Tax Map ID
West Name Lorraine Dickinson
Address 11.3 Rockhurst Road
Tax Map ID 227.9-1-7
Section 9•
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
114 Rockhurst Rd t/We realize that putting the well,septic tank-o eaciiing syste; Mess than the required 100 feet
from the Lake Water Supply may increase the risk of pollution.
Owner—Print Name: Carl Weiner
iiJwner,=.Signature'.} ra6t)"44, Date: 09t15t22
Section 10:
NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the well,septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Date:
Septic variance Application Revised December 2021
Section 1l:
AUTHORIZATION AND SIGNATURE PAGE.
This page includes the Authorization to Act as Agent form, engineering fee disclosure,authorization for site
Visits,other permit responsibilities and agreement to provide clocumentation'required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Carl Weiner
Hutchins Engineering PLLC:
-Designates: as agent regarding-the Septic Variance for--
Site Address: 11.4 Rockhurst Road
Tax Map#.,227.9-1-9 -
Eni ineeririg;I.ee-Dlsclosure:>'AppI!cations may be referred to the Town consulting engineer for review of septic
design,storm drainage,etc. as determined by the Town Board of Health. Fees for engineei ing review services
will be charged directly to the applicant. "
Auth6tiza€ion f6r;S4iteVisits By signing this page and submitting the application materials attached herein-,the
Owner,'Applicant.and his/her/their agent hereby authorize.the.Town Board of'Health,building and code
Enforcement Officers and Town Engineer to enterthe subject properties for the.purpose of reviewing the
application submitted.
Please Note:,Othier permits may be requiredfor construction or alteration activity subsequent-to approval-by
the Town Board of Health. .It is the applicant's responsibility to obtain any additional permits.
Off'cial:IVieetine,,Miriutes`Discliisure:.lt is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the-meetings resulting from the application,.and,that the
minutes transcribed from those tapes constiteite the officialrecord of all proceedings. If there,is a discrepancy
'between.such.record and the handwritten minutes taken-by the designated stenographer,the handwritten
minutes shall'be deemed the official.record.
I,the undersigned, have thoroughly read and understand the instructions for'submission;agree to the
submission requirements"and completed checklist: "
OWNER—PRINT NAME: Carl Weiner,
°OWNER SLGNATURE ( itP DATE: 09/15/22
Tl1LYYl 7 r
AGENT—PRINT NAME,-.
AGENT—SIGNATURE ` ~- DATE.:. - "
Septic Variance Application Revised December 2021
Split Rail Fence
Off
PROP.10'W x3WLCRUSHED —�
STONE ABSORPTION BED WITH
t2) ROWS OF t6)- 34" WIDEMtAFFIC RATED
OPEN -BOTTOM GRAVELLESS CHAMBERS /
f
One Story Wood
Frame House
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227.9 -1- 7 TO a "Ymoo
113 Rockhurst ftaV-
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Lorraine Dickinson
B:1161 P:58
LAKE WATER
SUPPLY
PROP. 4" PVC SCH-40 —
HOASE SEWER
2% MIN. SLOPE
E m CESSPOOL —
TO SE REMOVED
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227.9-1-6 CIR5
111 Rockhurst Road
Lands NIF of
John & Carolyn Swan
8:5107 P:35
LAKE WATER
SUPPLY
v PVC SCH-40
CLEAN-00
To GRADE mp
Lands NIF of
Lambert's Landing LLC
B:5023 P:173
227.9 -1- 8 LAKE WATER
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227.9-11 01
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--10 PI 1 ' Lands of 28" hemlock peck
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B:1441 P:102 SUPPLY
WASTEWATER SYSTEM PLAN
SCALE: 1"--10'
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
SEPTIC VARIANCE SUMMARY
NYSDOH APPENDIX 75 A WASTEWATER TREATMENT STANDARDS
TABLE 2 SEPARATION REQUIREMENTS
1. ABSORPTION REED TO SHORELINE
100' REQUIRED
63'PROPOSED
37 OF RELIEF REQUESTED
Z ABSORPTION FIELD TO WESTERLY PROPERTY LINE
10' REQUIRED
1'PROPOSED
9' OF RELIEF REQUESTED
3. EFFLUENT SEWER LINE TO WESTERLY PROPERTY LINE
10' REQUIRED
4'PROPOSED
6' OF RELIEF REQUESTED
4. HOUSE SEWER LINE TO WESTERLY PROPERTY LINE
10' REQUIRED
4'PROPOSED
6' OF RELIEF REQUESTED
SITE SOILS DATA
TEST PIT
TP-1 — 8110122 BY T. HUTCHINS, P.E.
AREA OF PROP. ABSORPTION FIELD
0-4" TOPSOIL/GRASS
4-60" MIXED SAND & CONCRETE & BRICK
DEBRIS FROM OLD HOTEL
NO BOUNDARY CONDITION ENCOUNTERED
PERCOLATION TEST
PT-1 — 8110122 BY: T. HUTCHINS, P.E.
STABILIZED PERCOLATION RAZE: 4 MIN/IN
IN BLENDED NATIVE AND FILL MATERIAL
SITE LOCATION LOCATION MAP
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE
WELL
WATERLINE
HOUSE
LAKE GEORGE
SEPTIC TANK, PUMP
STATION, FORCE MAIN,
EFFLUENT SEWER
10,
50'
10,
10,
50'
ABSORPTION FIELD
10,
100,
10,
20'
100,
Dig Safely.
New York
■ CaN deton You Dig
■ waft The Rsquked Tune
■ Conflnu tNN ty Response
■ Respect M m woks
■ Dig tW11h Care
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MAP REFERENCE:
BASE MAP INFORMATION FROM "MAP OF A SURVEY
MADE FOR CARL AND MICHELE WEINER," IN THE
TOWN OF QUEENSBURY, WARREN COUNTY, NEW
YORK. DATED FEBRUARY 1, 2022. PREPARED BY
an Du ,s e. 2
Steves
Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED PROFESSIONAL
189 Haviland Road Queembary, New York 12804 ENGINEER IS A VIOLATION OF NYS
(518) M-8494 New York Lie. No. 50135 EDUCATION LAW.
TAX MAP # 22Z9-1-9
0 ISSUED FOR SEPTIC VARIANCES 911512022
No. Revisions Date
WASTEWATER SYSTEM PLAN
prepared for:
Carl & Michele Weiner
114 Rockhurst Road
Town of Queensbury, County of Warren, State of New York
Drawn: JRS/LWD Checked: GTH Scale: NOTED Date: 8/4/2022
169 Haviland Road
Queensbury, NY 12804 292001-01-S 1
Hutchins Engineering PLLC (518) 745-0307 Phone
9 9 (518) 745-0308 Fax
WASTEWATER SYSTEM DESIGN
3-BEDROOM RESIDENCE
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPD
PRETREATMENT TANK - FUJTCLEAN MODEL CE-5 E.T.U.
DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON
6-7 MIN/IN PERCOLATION RATE
(BLEND OF NATIVE & FILL SOILS)
ABSORPTION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF)
= 413 SF
33X ETU. REDUC77ON AREA REQ'D = 276 SF
ABSORP77ON BED AREA PROVIDED - 10 x3O' - 300 SF
WITH 2 LATERALS OF 4 H2O CHAMBERS
WASTEWATER SYSTEM FILL
MATERIAL NOTES
AFTER REMOVING. ORGANICS TOPSOIL AND DEBRIS, PLACE SYSTEM
FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND
TAPER AREA.
"ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY
SELECTED SAND OR SANDY LOAM NTH IN -PLACE PERCOLATION
RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3"
1N SIZE LESS THAN 10% BY WEIGHT SHALL BE FINER THAN
0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE
IN THE RANGE OF 0.50mm TO ZOmm. LESS THAN 15X OF THE
MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE
ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED
TO PROVIDE MINIMUM OF 3-FEET BETWEEN BOUNDARY COND17ION
AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL
SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA
AND TAPER AREAS
ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE
MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT
PRIOR TO INSTALLA71ON OF ABSORPTION TRENCHES
INSTALLER TO NOWFY ENGINEER OF PROPOSED SOURCE OF
SYSTEM FILL MATERIAL PRIOR 7D TRANSPORTING TO SITE
SYSTEM MATERIAL SPECIFICATIONS
34" WIDE OPEN-SOTTOM GRAVELLESS CHAMBER
OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH
CAPACITY
HOUSE SEWER PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT
MINIMUM SLOPE
EFFLUENT SEWER PIPE
PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/8" PER FOOT
MINIMUM SLOPE
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON —WOVEN SEPARATION
FABRIC, 7ENCA7F MIRAFI 140N OR EQUIVALENT.
STABILIZATION FABRIC
STABILIZA71ON FABRIC TO BE WOVEN GE07EX71LE WITH
POLYPROPYLENE YARNS, THRACE LINO GIF--300 OR EQUIVALENT.
FILL MATERIAL.
FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED
IN "FILL MATERIAL NOTES."
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD
AREA. SEED AND ESTABLISH TURF.
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE
WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND
ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN
SEPTIC TANK LEACH FIELDS
AFTER PLACEMENT OF SYSTEM FILL AND EXCAVATION OF 10' WIDE X 30' LONG
ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE
CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL
BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE
GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER
UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING
HAS BEEN INSTALLED.
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON
THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110
GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME
WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT
EQUIPMENT THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR
EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS
WASTEWATER TREATMENT SYSTEM.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT
SURFACE RUNOFF AROUND ABSORPTION FIELD.
SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN
OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO
BACKFILL AND FINAL GRADING IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS
10'-0"
0. C. MAX
36" FENCE POST DRIVEN
MINIMUM 16" INTO GROUND
-SILT STOP EMBED IN
GROUND 8" MIN.
-....._......... ..:...........
.......
- N
8" MIN.
w
PERSPECTM SOIL BACKF LL
SEDIMENT CONTROL FENCE DETAIL
NTS
STANDARD SPECIFICATIONS FOR SILT FENCE
DEFINITION
A TEMPORARY BARRIER OF GE07EX77LE FABRIC INSTALLED ON THE CONTOUR ACROSS
A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF
DISTURBED SOILS
PURPOSE
TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT
LOAD.
APPLICATION
— MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE
PLACED ON A SLOPE:
1:2 SLOPE (50%) 25 FT
1:3 SLOPE (33%) 50 FT
1:4 SLOPE (25%) 75 FT
1:5 SLOPE OR LESS 100 FT
— MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE
PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET.
— EROSION WILL OCCUR AS SHEET EROSION.
— CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE.
DESIGN CRITERIA
ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS
POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THE AREA
BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED.
ROADWAY
4"
WOVEN STABILIZATION ABSORPTION BED
ROAD FABRIC STONE AGGREGATE
36" FENCE POST
SILT STOP EMBED IN
GROUND 8" MIN.
UNDISTURBED GROUND
- SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED
TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED
SUPPORT.
- WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO
ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED
TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS
FABRIC MATERIAL CRITERIA
GRAB TENSILE STRENGTH : 90 LBS ASTM D1682
ELONGATION AT FAILURE. 50% ASTM D1682
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE
POSTS WITH WIRE 77ES OR STAPLES. POST SHALL BE STEEL
EITHER "T" OR "U" TYPE OR HARDWOOD.
Z FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH 77ES SPACED EVERY 24" AT TOP AND MID SECTION.
FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING.
J. WHEN TWO SEC71ONS OF FILTER CLOTH ADJOIN EACH 07HER
THEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED.
FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI IOOX,
STABILINKA T140N OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR
APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE
4' CHAMBER SPACING
INFILTRATOR H-20
CHAMBER PER PLAN
ABSORPTION FIELD SECTION
NTS
Ak 34" CHAMBER WIDTH
INFILTRATOR H-20
CHAMBER SECTION
NTS
NBER
HT
4" MIN. TOPSOIL,
SEED, MULCH &
ESTABLISH TURF
-8" MIN. 17EM-4 GRAVEL
SUBBASE COURSE
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NTS
INSTALL POLYETHYLENE EXTENSION
TO GRADE NTH TAMPER
RESISTANT ACCESS COVER
(NON -TRAFFIC AREAS)
1/4" PER FOOT 2"
MIN. SLOPE
so
4" PVC SCH-40 HOUSE SEWER
CHAMBER 1 ICHAMBER 2
SEDIMENTATION ORIC CONTACT
01AMBER TRATION CHAMBER
59"
RURATIQN
SALCOR UV DISINFECTION UNIT
ELECTRICAL JUNC71ON
BOX WITH INDICATORS
AND ALARM CONTACTS
GROUND LEVEL
4" PIPE
TREATMENT
PLANT
EFFLUENT
SECTION A —A
INSTALL POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
(NON -TRAFFIC AREAS)
INSTALL SALCOR
ULTRAVIOLET
TREATMENT UNIT
1/8" PER FOOT
MIN. SLOPE
4" PVC SCH-40 EFFLUENT
28" DIA. POLY BASIN,
100 GAL
0
AVER &
AND GASKET
V
DISINFECTION
SUB — ASSEMBLY
HANDLE
FOR
REMOV)
SUPPORT
FRAME &
GASKET
UV LAMP
QUARTZ BE
TEFLON COVER
NOTE. NOT ALL DIMENSIONS TO SCALE
SALCOR UV DISINFECTION UNIT
NTS
31.5"
1/8" PER FOOT
MIN. SLOPE
ON
4" PVC SCH-40 EFFLUENT SEWER
TO INFILTRATOR CHAMBERS
FUJI CLEAN USA MODEL CE-5
ENHANCED TREATMENT UNIT
MAINTENANCE CONTRACT NOTE FUJI CLEAN ENHANCED TREATMENT UNIT & UV VESSEL DETAIL
A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM NTS
OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED
FOR SEMI-ANNUAL INSPEC77ON AND SERVICE OF THE
FUJICLEAN CE-5 ENHANCED TREATMENT UNIT. TAX MAP # 227.9-1-9
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE
WELL
WATERLINE
HOUSE
LAKE GEORGE
SEPTIC TAMS PUMP
STATION, FORCE MAIN,
EFFLUENT SEWER
10,
50'
10,
10'
50'
ABSORP77ON FIELD
10,
100,
10,
20'
100,
Dig Safely.
Now York
■ Cail eefve You Dig
■ Walt The Ro*dmd Time
■ Cmff nm WN" Response
■ Respect The woks
■ Dig VRM Can
800-962-7962
www.digsefNTnevrirortoos�