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Tfiank.; 'ou for,;re:Uestin _an:;ins,ecf ion'for==tfie::°orisite.''waste.water:treatment:s:`st"ern OW.TS loeated:.on-tfie:: ::::-
ro ert"' referenced above :1Neaook:forviiar to com''161ft- :a tho`- • .ins ection`for, ou'::You can=h I 'us=do-: :::
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t..e best}ob possible by providing some a,duanced information.about,the site, Prior to',ourJnsp'ection;.we:request
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thincompleted-,,appficatioh}a s!te,,map-.indica'.,-_i;e.`location-,,., a septic components aril;confirmation:;the--
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Enclosed:;is:-a;5epticSystem,;inspection;Info,rmaton;:form, which;.must be compl:eted,signed:and;:returned.,.to ;:;,.,
this:office,with the appropriate feels)and documentation,pr-ior to scheduling an;inspection
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. Please:rioteahe Town of::Queensbury-s.. p for this service is.:$2Z5;_:sendvised-that all fees must..,paid prior::to
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If.,the` �urchaser:as.re uestin an:exem"'tion` 'ae`ase sulirriit`this'a lica-.,. a o. :with" ` otar zed etter: t tin"':`L*
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the..septc.system..:wili:;:be:iris :ected:;or..;re .aired,re .lace&,- thin;6,moriths•,from the°.date ,of_the-.Pro"ect ..
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Co:nueyance:ar:°JuneaSYof;ttiecurrent "orfollouiiin > ear;: �rvhichever:comes'::first <:a:ma locatin "::the:se tic : .= `:
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• Allow the;inspector to;werr.y information pr,OvK e'd,;above, and to con(--- ;
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inspection of,;the i.nd:icated:onsite wastewater.tr.'ea... nt system s, includin ",all`.,;..
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inspections :In_addition,,if the perM t.,,. withd,.rawn 30% ofahe fee is,,retained W tlie.To.wn.of. ..,,.
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SInatu.re:. :.•;: ::,.....:. . . : :... . Dote:2023 0616;Q9 23:24-0.4'Oo� : , ....` ; ;:. : - .. ... .:._`.
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Priorao:sched I -
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Schedule a..sewage hauler be on site to,-pump tank whiie:in spec tor is,on,'site �� -,:
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should arrive 30 45 minutes-afterscheduted=time.w>Lth`tlie Town:of QueensburY's:::
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LANDS N/F OF
EVELYN B. CARROL
PARCEL VACANT
NO WELL
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WELL]
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APPROXIMATELY
` ® 180, TO
LANDS N/F OF ` NEIGHBORING WELL
KELSEY RAE ERNST ` % / / II UDSON
a � / •//// RIVER
O A
WASTEWATER SYSTEM PLAN
SCALE: 1 "=20'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
RECORD DRAWING DIMENSIONS
TABLE
CORNER "A"
CORNER "B"
S. T. INLET PORT
38.5'
29'
S T. 0U77-ET PORT
43,
32'
DISTRIBUTION BOXr—
48,75'
-- —
2 STONE
a \
12" TOTAL
. �... .:.COVER OVER ....:..;
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STONE DEPTH 1
PIPE
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6" MIN STONE
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BELOW PIPE ._
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... —BED WIDTH & GEOMETRY PER PLAN
2' MINIMUM
' SEPARATION
TO BOUNDARY:
_. _
CONDI LION
3/4"
CRUSHEDWSTONE
ARgnPPTTnN RFI) SFrTTnN
NTS
WASTEWATER SYSTEM DESIGN
3—BEDROOM RESIDENCE
DESIGN FLOW — 110 GPD/BEDROOM
SYSTEM DESIGN FLOW — 330 GPD
SEPTIC TANK — EXIST. 1,000 GALLON PRECAST CONCRETE
TO BE PUMPED, INSPECTED, & REUSED IF
SUITABLE. INSPECT BAFFLES.
DESIGN APPLICATION RATE: .95 GPD/SF, BASED ON
1-5 MIN/IN PERCOLATION RATE
ABSORPTION BED AREA REQ'D = (330 GPD)/(.95 GPD/SF)
= 348 SF
ABSORPTION BED AREA PROVIDED = 15'x30' = 450 SF
POTABLE WATER SUPPLY IS TO BE WELL
MAINTAIN 50' MINIMUM SEPARATION BETWEEN
SEPTIC TANK & WELL
MAINTAIN 100' MINIMUM SEPARATION BETWEEN
ABSORPTION FIELD & WELL
4" MINIMUM TOPSOIL ON
ENTIRE BACKFILL AREA;
SEED AND ESTABLISH TURF
25' BED
LENGTH
s�.oPE SLaPE--,
77 41'.
SITE SOILS DATA
TP-1 — 6113/2023 BY TOM HUTCHINS, P.E.
0-16" — TOPSOIL
16-75" — YELLOW BROWN FINE & VERY FINE SAND
75-82" — LIGHT BROWN COARSE SANDY GRAVEL
DRY ALL DEPTH
ROOTS ® 57"
MOTTLING @ 64"
BOUNDARY @ 64"
PROVIDE 24" VERTICAL SEPARATI0N TO
BOUNDARY CONDITION
PERCOLATION TEST
PT-1 — 6/13/2023 BY TOM HUTCHINS, P.E.
STABILIZED PERCOLATION RATE: 1:50 PER INCH
4" SDR-35 PVC PERFORATED
LATERAL INSTALLED NEAR LEVEL,
IN BED CONFIGURATION
LIMIT OF 15'x30'
STONE BED
15' _.
ABSORPTION BED PROFILE
NTS
30'
4" PERFORATED PVC LATERALS
INSTALLED NEAR LEVEL IN
BED CONFIGURATION
4"PVC NTH
GOOSENECK VENT ABSORPTION BED PLAN
NTS
DISTRIBUTION BOX
4" PVC SDR-35
OUTLET
MIN. SLOPE BAFFLE
1/8" PER FOOT
2" MIN. DROP
BETWEEN INVERTS
12" MAX.
COVER
2" MIN.
5
APPROXIMATE
EXISTING GRADE
FILTER FABRIC, TENCATE
MIRAFI 140N OR EQUIVALENT
PROPOSED
DISTRIBU770N BOX
r 4" PVC
I EFFLUENT SEWER
DISTRIBUTION BOX NOTES
USE SPEED LEVELERS TO • PIPE JOINTS TO BE SEALED W1714 ASPHAL71C
ASSURE ALL OUTLETS ARE AT MATERIAL OR EQUIVALENT
EXACTLY THE SAME ELEVATION • INVERT ELEVATIONS OF ALL OUTLET PIPES
4" PVC S110-35 SOLID HEADER MUST BE EQUAL, USE SPEED LEVELERS.
TO PERFORATED TRENCH PIPING, D-BOX TO BE INSTALLED IN CONFORMANCE
1/8" PER FOOT MIN SLOPE MTH MANUFACTURER'S INSTRUCTIONS.
DISTRIBUTION BOX DETAIL
NTS
MAP REFERENCE:
BASE MAP INFORMATION FROM WARREN COUNTY GIS,
AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS.
THIS IS NOT A FIELD SURVEY. ALL L0CA77ONS ARE
APPROXIMATE. CONTRACTOR TO FIELD VERIFY ALL
SETBACKS PRIOR TO BEGINNING INSTALLATION.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WATERCOURSE,
WETLAND
WELL
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FIELD
10'
20'
100'
100'
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SITE LOCATION I orA TT®A/ MAP
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 THERM0PLAS77C PIPE AND CORRUGATED
TUBING IN SEPTIC TANK LEACH FIELDS
AFTER EXCAVATION OF 15' WIDE X 30' LONG ABSORPTION BED TO THE DEPTH 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 SCALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION
FIELD.
SEP77C TANK & ABSORPTION BED MUST BE INSPECTED BY LOCAL 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.
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION FIELD AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
INSTALLATION DATE: 71512023
INSTALLED BY - NICK DAIGLE CONSTRUCTION
RECORD DRAWING NOTE:
A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE
DURING CONSTRUCTION AND IT IS MY OPINION THAT
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
WITH THE APPROVED PLAN AND THIS RECORD
DRAWING. FINAL SURFACE FINISHING AND TURF
ESTABLISHMENT 1S ONGOING.
G. THOMAS HUTCHINS, P.E.
71612023
TAX MAP # 309.18-1-2
Dig Safely.
New ® York
® Call Before You Dig
2
RECORD DRAWING
7/6/2023
Wait The Required Time
Confirm Utility Response
1
REVISED PER TOWN COMMENT
6/19/2023
IM Respect The Marks
EM Dig With Care
0
ISSUED FOR PERMIT
611612023
8 0 O— 9 6 2— 7 9 6 2
www.digsafelynewyork.com
No.
Revisions
Date-
0 F
WASTEWATER S Y,53TEM r"LA/V CX
DETAILS
y�®
prepared for:
Q7
David Cook
CD
acc
24 Island View Drive
Town of Queensbury, County of Warren, State of New
York
067pV79 4
Drawn: WGC
Checked: GTH I
Scale: NOTED
Date: 611312023
SSI
169 Haviland Road
ALTERATION OF THIS DOCUMENT EXCEPT BY
Queensbury, NY 12804
292177-01
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
(518) 745-0307 Phone
Hutchins Engineering PLLC (518) 745-0308 Fax
PROPERTY TRANSFER SEWAGE DISPOSAL INSPECTION LETTER
V Satisfactory Compliance Notice
Town of Qyccnsbury
Building&Codes Enforcement
742 Bay Road,Queensbury, NY 12804-5902
P: 518-761-8256 www.gueensbury.net
Date: 5 July 2023
To: David Cook
(Applicant)
Re: System Inspection Site Report for:
24 Island View Dr,Town of Queensbury, NY
(Site Address)
As requested, the Town of Queensbury's Building and Code Enforcement Department
has made an inspection of the wastewater system components serving the property referenced
above. All system components have been found, and are noted in the System Inspections
Findings Worksheet.
Inspector's observations:
The system appears to have functioned adequately under past and present loading.
There can be no assurance or guarantee of future performance for any period of time.
Numerous factors, such as household water usage, leaking toilets, soil characteristics and
seasonal ground water table fluctuation, as well as owner failure to manage and maintain the
system, will affect its performance.
This approval is valid for 3 years from5 July 2023, the date of the inspection.
Sincerely,
A
John O'Brien, Director
Budding & Codes Enforcement
Town of Queensbury
/kd Revised March 2022