SEP-0559-2018TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-0559-2018 Date Issued: Wednesday, February 13, 2019
This is to certify that work requested to be done as shown by Permit Number
has been completed.
SEP-0559-2018
Tax Map Number:
Location:
Owner:
315.6-2-1
639 CORINTH RD
Stephen Springer
Applicant:Stephen Springer
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the
Planning Board or Zoning Board of Appeals.
Director of Building & Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-0559-2018
Tax Map No: 315.6-2-1
Permission is hereby granted to: JAG I,LLC
For property located at: 639 CORINTH RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Stephen Springer Septic Disposal-Residential $0.00
Owner Address: 639 Corinth RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
JAG I,LLC
175 Broad ST,Suite 320
Glens Falls,NY 12801
Plans&Specifications
Residential Septic Alteration
$ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, September 4,2019
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the exp4iration date.)
Dated at the Town sbury• T ••a. , ' ember 4,2018
SIGNED BY: I for the Town of Queensbury.
Director of Building&Code Enforcement
,, E v Q i
SEPTIC DISPOSAL PERMIT APPLIC ION Office Use 0 l
742 Bay Road,Queensbury,NY 12804 _ ' s: 1 2 ;'6 J Q
ToH7n ofQuccnsbury Permit#: `""" �E S Cq.)-0
P:518-76/1-8256 www.queensbury.net
Tax Map ID#: ( 5 \0`2-` ' T6OV��I dpOF �7.,1 1++Q'}� Invoice#:()�',--
I -� COIe MUNI ;V L'IEVE IIIN
Project Location: `0�c( Cry 1"\ l 1 Septic Variance? Yes No
Primary Owner(s) SA t SL{ %N ,tfl ,,�
Mailing Address 90 'tAS�, k'tcth -tcrc� 6 10ils), A SPA by (2(1a°
Phone & Email S I - Z.ZC - 3Z0
Installer/Builder —7ko tl LGC,
Mailing Address \lc V7rs4 SA, SAC 37.0 caCtoS (A14 \U/ (Ub
Phone & Email %i ,--\7l - k ZS4 771,E -Sb tbkILL.0 • c„ ,,c-,
Engineer kil- , c.ckl v.,Y cc S �J)rv) qr► C e ss 4.E
Mailing Address kl1 ),RIB, S�+• SC-Liin-cc-`, (Ai k- -- be
Phone & Email
Contact Person for Building&Code Compliance: t \v--‘ AS w Jh(9 Phone:CI 4/T -,(,,/ -1 a_c
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (circle one) X
1981-1991 130 Spa or Hot Tub Yes No
ea ��� 2�� Installed? (circle one) 'Kl
1992-Present 110
PARCEL INFORMATION:
Topography )( Flat Rolling Steep Slope %Slope
Soil Nature ' " Sand am Clay Other
Groundwater At what depth? t\)4' cZt,,,
Bedrock/Impervious material At what depth? p,/ -1, Qea
Domestic Water Supply \Municipal _Well (if well,water supply from any septic system absorption is_ft.)
Percolation Test $t.t,bcv ate: per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEV ONSTRUCTION:
Tank size allons (min.size 1,000 gallons, add 250 :allons for each garbage cylinder or spa/hot tub
System Absorption field with#2 stone Total length ( tie. ft.; Each Trench Lic`. ft.
lU IA Seepage Pit with#3 stone How many: ;Size:
w r. Alternative System Bed or other type:
w lk, Holding Tank System Total required capacity? ;tank size ;#of tanks
NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection
agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved.
The installed system must match the septic layout on file—no exceptions.
Deciaration:Any permit or approval granted which is based upon or is granted in reliance upon any material
representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I
have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance.
PRINT NAME: \ kw' \Z449�-✓ �11 i1 c LL_C , DATE: g Z�
SIGNATURE: DATE: Z"( 2 1
Town of Queensbury Building Code E forcement Revised March 2018
INSPECTION WORKSHEET (SEP-000943-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:SEP-0559-2018 Case Module:Permit
Inspection Date:Wed Feb 13, 2019 Inspection Status:Passed
Inspector:John O'Brien Inspection Type:Septic
Job Address:Parcel Number:639 CORINTH RD
Queensbury, NY 12804
315.6-2-1
Contact Type Company Name Name
Granted Permission JAG I, LLC
Primary Owner Springer, Stephen
Contractor JAG I, LLC
Applicant Springer, Stephen
Engineer ABD Engineers LLC
Checklist Item Passed Comments
Building Inspector Notes YES 9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
2/13/19 Septic System Approved
- Received Engineer's Report and As-Built
Type of Water: Municipal / Well Water YES Municipal
Absorbtion Fields: Total Length YES 160'
Length of Each Trench YES 4@40'
Depth of Trenches YES 24-30"
Feb 13, 2019 Page (1)
INSPECTION WORKSHEET (SEP-000943-2019)
Checklist Item Passed Comments
Size of Stone YES #2
Building to Tank YES 4" sch40 pvc
Tank to Distribution Box YES 4" pvc
Distribution box to Field / Pit YES 4" pvc to 4" pvc perforated
Foundation to Tank YES 21'
Foundation to Absorption YES 27' to d-box
Conforms as per Plot Plan YES 9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
2/13/19 Septic System Approved
- Received Engineer's Report and As-Built
Engineer Report and As-Built YES 9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
2/13/19 Septic System Approved
- Received Engineer's Report and As-Built
System Use Status YES 9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
2/13/19 Septic System Approved
- Received Engineer's Report and As-Built
Feb 13, 2019 Page (2)
O'Brien, John (Inspector)
INSPECTION WORKSHEET (SEP-000236-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
SEP-0559-2018Permit
Case Number:Case Module:
Tue Jan 15, 2019Partial Pass
Inspection Date:Inspection Status:
John O'BrienSeptic
Inspector:Inspection Type:
639 CORINTH RD315.6-2-1
Job Address:Parcel Number:
Queensbury, NY 12804
Contact TypeCompany NameName
Granted PermissionJAG I, LLC
EngineerABD Engineers LLC
ContractorJAG I, LLC
ApplicantSpringer, Stephen
Primary OwnerSpringer, Stephen
Checklist ItemPassedComments
Building Inspector NotesNO9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
Type of Water: Municipal / Well WaterYESMunicipal
Absorbtion Fields: Total LengthYES160'
Length of Each TrenchYES4@40'
Depth of TrenchesYES24-30"
Jan 15, 2019Page (1)
INSPECTION WORKSHEET (SEP-000236-2019)
Checklist ItemPassedComments
Size of StoneYES#2
Building to TankYES4" sch40 pvc
Tank to Distribution BoxYES4" pvc
Distribution box to Field / PitYES4" pvc to 4" pvc perforated
Foundation to TankYES21'
Foundation to AbsorptionYES27' to d-box
Conforms as per Plot PlanNO9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
Engineer Report and As-BuiltNO9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
System Use StatusYES9/24/18 Septic System Partial Approval
- Provide Engineer's Report & As-Built
1/15/19 Septic System Partial Approval
- Provide Engineer's Report & As-Built
O'Brien, John (Inspector)
Jan 15, 2019Page (2)
TOWN OF QJE
315.E-2-1 SEP-0559-2018 _. __��..__--•�'.-. BUILDING &hen Reviewed By
Springer, Step u Date:
639 Corinth Rd
Residential Septic Alteration �- �� SEPTIC PLOT PLAN
�•- --� N OR OBSERVED ALL OBJECTS
f fzo I TOV� U�tMAV SEE
�d1�N�r � �x,�G ;`�!1$I� HOUSES, WELLS, TREES. FENCES, ETC
1�1PIv� COMMI' _}=__. _. ON THIS DOCUMENT.I HAVE PERSONALLY
MEAS)UR;D THE DDISST�A/NCE SET FORTH ON THIS DIAGRAM.`
to IJ Pdt}A�1f l•}o Lo MWV sr tr wmmw SmW _+/
p 9��� Erwaaew �°PY D DATE
om"`"`� SIGNATURE
I1Y JP't
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s �1AET,ABO1 FILE COPY
, ��F.W 7+STp t3oY wn te1Ee ouncr
,y uelAan,axr
,p 3�FdG SW1rARYtEF WASTEWATER DISPOSAL SYSTEM COMPONENT NOTES
P MIN Wit"aHPM Ray INSTALLATION OF ALL SANITARY DISPOSAL SYSTEM COMPONENTS SHALL BE CONSISTENT IN EVERY
RESPECT NTH THE STANDARDS SET FORTH BY THE NEW YORK STATE DEPARTMENT OF HEALTH.ALL
WORKMANSHIP AND us✓1AIFEER7PE'anRmJ DEPARTM04T OF HEALTH WASTE
TREATMENT HANDBOOK INDIA DLS S UAL HOUSHALLC ON EHOLD SYSTEMS AND ANYTO NEW YORKATE APPUCABLE TOM STANDARDS.
A WASTEWATER DISPOSAL SYSTEM PIPING
' s•aeussa wave '
1y 1 SoLLS^C.WAa14 A. SEPTIC TANK TO DISTRIBUTION BOX: 4"SCUD PIPE,TIGHT JOINTS MINIMUM SLOPE—1/B'/F7.
I 1' IT I.YJ#65 S'1M1 b s m v WrW (PVC SOR 35).
B. DISTR1BUIM BOX TO THE FIELD LATERALS: 4'SOIJD PIPE.TIGHT JOINTS,MINIMUM SLOPE—1/8'/FT.
• ND AA7rt-T• z7—�'.. (PVC.20M LB CRUSH).
� •'� C. TIE FIELD LATERALS 4'PERFORATED PIPE,SLOPED 1/1V—7/32'PER FOOT(PVC.HOPE)
CAP ALL ENDS COILED OR FLEXIBLE PERFORATED UNDERDRAN PIPE WILL NOT BE ACCEPTABLE
® ® 6
P ►nhy kt�S 1.r ®° wRer SEPTIC TANK
1. SEPTIC TANKS TO BE SEAMLESS 1A00 GAL SET LEVEL ON 6'OF CRUSHED STONE SEPTIC
I A>swc sa.Ts y TANK TO HAVE SCH 40 PVC'T'AT INLET AND OUTLET.INLET 16'BELOW FLOW L M 8'ABOVE FLOW U NS,
'. �.,,�,r;.,,, • CUTLET1B"BELOW FLOW LINE 5'ABO MANUFACTIIR 0 BELOW UNE 1BY GUARDIANCONCRETE,INC./tXtINN,SPACE ABOVE'r.SEPTIC TANK SHAM.BE
PLAN NEW OR 07HER-APPROVED EQUAL
❑ISTRIBUTION BOX
GRIMM OR GUARDIAN 1,000 GAL., 1. DISTRIBUTION BOX TO BE A NEW YORK STATE DEPARTMENT OF HEALTH APPROVED PRECAST CONCRETE
i I,6 D O t4 WATH REMOVABLE COVER FOR CLEANING ACCESS. BOX TO HAVE SUFFICIENT OUTLETS FOR LATERALS.
U f/ 1 DUAL COMPARTMENT, SEAMLESS SEPTIC TANK AND TO BE CONSTRUCTED WITH AN INTERIOR BAFFLE. DISTRIBUTION BOX SHALL BE MANUFACTURED
PRECAST CONCRETE SEPTIC TANK DETAIL BY GUARDIAN CONCRETE.INC./LRMM,OR OTHER APPROVED EQUAL PROVIDERS.E SPEED LEYE.E
Nam! NO U! ABSORPTION FIELD
1. GRADE ALL AREAS TO ELIMINATE LOW AREAS AND PROVIDE POSITIVE DRAINAGE AWAY FROM THE SYSTEM.
DIVERT DRAINAGE FROM DRVEWAYS,ROOF AND FOOTINGS DRAM AWAY FROM THE ABSORPTION FIELD.
AM 9VER 2 SURFACE OF THE TILE FIELD TO BE GRADED IN A MANNER SO AS TO SHED SURFACE RUNOFF.SURFACE
Advs4D pgN(L OF THE TILE F&lA AREA SHALL BE GRASSED.
1tnAYea+RI WASTEWATER DISPOSAL SYSTEM NOTES
p1Ep I[w a� E 1. THERE SHALL SE NO CHANCE ON THESE PLANS IN ADVANCE OR DURING CONSTRUCTION WITHOUT PRIOR
APPROVAL OF THE DESIGN ENGINEER
Ltx eAsr[e w 4'amer 2. NO HEAVY EQUIPMENT,VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED MTHN THE AREA OF THE
PROPOSED SYSTEM.
WASTEWATER DISPOSAL
nt Y3 3, VERIFY NO WATERCOURSES,SWAMPS,ROCK OUTCROPS OR FILLED AREAS EXST YATFHW THE REQUIRED
SYSTEM REQUIREMENTS SEPARATIONS
/�' "'• 4. DO NOT THROW CHEMICAL/CLEANERS-DOWN SINKS OR TOILETS.
A0% OBSERVE WATER-CONSERVATION PRACTICES .
SEPTIC DESIGN z amR®vaaV Rar wRCT PPLc scut EF PROM(a 5. DO NOT DISCHARGE ROOF DRAINS INTO THE GROUND NEAR THE SYSTEM OR ALLOW DISCHARGE FROM ROOF
IERt SPEID IL1C]MG OERffET DRAWS TO GO OVER THE SYSTEM,ROOF DRAINS SHALL NOT BE CONNECTED TO THE SEWAGE SYSTEM.
DISTRIBU77ON BOX DETAIL 6. MAINTENANCE SCHEDULE: THE SEPTIC TANK SHALL BE PUMPED ONE TIME EVERY TWO YEARS MN.IF
s-,A.AWt.m axtElnM SIGNIFICANT BUILDUP OF SOLIDS IS NOTED IN THE SEPTIC TANK,PUMPING SHALL BE DONE MORE
E or Aeff AASGPAAaI MUCH SGLL Nall F'REQUEN[T,AND THE ENGINEER SHOULD BE NOTIFED.
DESIGN PARAMETERS N GROUND 1ROvof 7. TURF SURFACE MUST BE MAINTAINED AT THE SYSTEM ABSORPTION FIELD.
CONSTRUCTION INSPECTION
NUMBER OF BEDROOMS 2 t^?k'+ INSPECTION W n mMt"s A •�Iw 1 TORN BU TICN DEPARIO SHALL THE FOLLY IUD CEN BY A USED PROFESSIONAL ENGINEER AND/OR THE
_ - - _ — PRIOR i BA LLNG OF ALL SYSTEM COMPONENTS.
DESIGN FLOW RATE ih 130 GPD/BORN s•Jr4W _ _ - s'Ta>sul __ _=_ PR I CKFl
fY AIAK ��";V-�.. 9ArA� _ net — AFTER FINAL GRACING
TOTAL DESIGN FLOW 260 GPD " E�MAMO�fw'V' = \ 2. CONTRACTOR TO PROVIDE AS—BUILT SKETCH TO THE ENGINEER.
DESIGN WRENCH WITH 2.0 FT. THIS SYSTEM IS DESIGNED AS A REPLACEMENT SYSTEM
fz•MM nN41FD p41t41 / �. '
PERCOLATION RATE 1-/5 MINUTES AT 30' �c¢USN[°f W,L Iv
DESIGN RATE 1'/7 MINUTES pl•4'W TAX NAP�315.6-2-1
Y 14'MK NC �p9q/ppy TAW { y
14'HINT. H.7f 6'^.:^."J RA TLC BE0.40CK I{
DESIGN 11 CR Ylf"OVS LAVER
Q7OSS'9ECnONAL NEW LCNrWn1!ONAL t" OM*0T REPLACEMENT SEPTIC PLAN
! DOPlIdWNT fXthPT BY A
3 Aoa r1^...�.R+Tc :^b`PD/S.:". i ff DPAMApEA UCE1L5[D GR3GRPiK
CED1IX1Xe rAlfeC 639 Corinth Road, Queensbury
d AREA REQUIRED 260 S.F. s,MN I
TRENCH LENGTH 130 LF. tY MAX= Y/.tpF NEW j,O
NUMBER OF TRENCHES 4 O 40' -I s'I— �A!,�Y4- TOWN OF OUEENSSURY COUNTY OF WARREN
TOTAL TRENCH LENGTH loop § *Rid dt STATE OF NEW YORK
11rAst m IEOI QPgtY0 TT,T
SEPTIC TANK—NEW I.D00 GALLON TANK. 'Wt W m m emRax ENGINEERS
ItA111RIMS1-4lER AGte: �1e7.,e Il I ~1 SURVEYORS
PD AOr MrAU RU MRS N 4Fr.m.MW SLOES90171211 AAo GLl
•EXISTING HOUSE DOES NOT HAVE LAME FLOW DEVICES.WHILE IT IS NOT ERAS ANAAF OWEum Al.1�62E1e. AtS71I6V7M
REQUIRED,IT IS PREFERRED THAT THE TOLM SINKS,t SHOWERS BE 'wow•• 411 37 -treat SFax.51ady,N.Y.0379
CONVERTED TO LOW FLOW FlXTURES. TYPICAL ABSORP770AI TRENCH DETAIL TYPICAL LOT LAYOUT aTa-3n—o31s Fax.518-377-0379
SCALE AiWVU SCALD•N= p TXOuS 0.AATAiFSP.P1. GATE SCALE DWG. SHEET OF
z ars sx:wx No.mein AUGUST 23,2018 AS SHOWN 3bdGua wd 1 1
-Npimor
ENGINEERS, LLP
0 411 Union Street
PARTNERS 0' Schenectady,NY 12305
THOMAS C.ANDRESS,P.E. 1 DEDICATED
JOSEPH J.BIANCHINE,RE. 0 S 18-377-0315 Fax 518-37?-0379 RESPONSIVE
LUIGI A.PALLESCHI,PE. www.abdeng.com PROFESSIONAL
L5 C E Q W E February 13,2019
FEB 13 2019 pi Re: 639 Corinth Road
Town of Queensbury
TOWN OF QUEENSBURY Replacement Septic System
BUILDING&CODES Project No. 5086
John O'Brien, Code Enforcement Officer
Town of Queensbury
742 Bay Rd.
Queensbury, NY 12804 AS BM "r
Dear John:
Please be advised that ABD Engineers, LLP has reviewed the information provided to
date for the above-referenced septic system and certify to the best of my knowledge that it was
installed substantially in accordance with New York State Department of Health standards.
Attached is a copy of the as-built survey sketch.
Very truly yours,
ABD E INEERS, LLP
gielk2
uigi A. Palleschi, P.E.
Partner
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CC: Tim Barber w/encl.
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