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TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
f Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000261-2015
Tax Map No: 239.16-1-8 REVISED
Permission is hereby granted to: Alan Wrigley
For property located at: 17 SIGN POST 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
Tvce of Construction
Owner Address: 95 Dunbar RD Septic Disposal $0.00
Cambridge,NY 12816 Total Value $0.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Alan Wrigley
95 Dunbar RD
Cambridge,NY 12816
Plans&Specifications
Residential Septic Alteration
PERMIT FEE PAID-TUBS PERMIT EXPIRES: Saturday,October 29,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensb ore the ex[�(i/�tw/n//iate.)
Dated at the Town of ueensb J•/ %hVed ovember 4,2015
SIGNED BY: X �1 for the Town of Queensbury.
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
4.114,
Vi$1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150231 Application Number: A20150231
Tax Map No: 523400-239-016-0001-008-000-0000
Permission is hereby granted to: ALAN WRIGLEY
For property located at: 17 SIGN POST 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 Value
Owner Address: DOUGLAS WRIGLEY
ALAN JR., BRUCE & CYNTHIA SPI Septic Alteration Residential
103 DUNBAR Rd Total Value
CAMBRIDGE,NY 12816-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
BP 2015-231
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,June 05,2016
(If a longer period is required,an application . an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the ex do date.,
Dated at the Town o • i sb, ; )•'i ay,June 05,2015
SIGNED BY —41/4/ 4f for the Town of Queensbury.
• - Building : f ode Enforcement
SEPTIC DISPOSAL APPLICATION Office Use Only
Received
DATE: 6/3//S_ L Tax Map ID 'L . 1 io -N `g
TAX MAP ID:
Permit No. ,. 0(5--g3j
ZONE:
11 i JUN 0 4 2015 Permit Fee
APPLICANT A/r9. . t{,],r i 51-et PHONE/E-MAIL
ADDRESS (-4- Sinn, P'S+-- U12oa 01)Lc (4.-e 4 Po.,e_ /Ik-H 1 Z -/-J'
INSTALLER/ PHONE/E-MAIL�y
BUILDER ',� 5 I"re-
BUILDER -Z, 4'-6 ell
OWNER A/-
ADDRESS 9 ID u.�,��, r l2--clff / r%Gc w.Jr'',cLG-e_J x.),7" /Z<d /,6
CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: f=yL, c- At�✓ 0°P It
PHONE/E-MAIL 3/5--'zS4 _E % r I err'c.e O.�t S)_�`D-P".t,,..ev_.,-r r.0.US-
RESIDENCE INFORMATION
Year Built #of bedrooms X gallons per bedroom =total Daily flow
1980 o(ide) 3 /10 3 3 is Garbage grinder installed _Yes
1981-1991 Spa or Hot Tub installed Yes 1c
1992-Present
PARCEL INFORMATION C--11A6rVi LA eiC31i C - L--s-ee p/ s/) 5120s-
Topography
STopography /4:11 Flat rolling .•JJ Steep slope %Slope
Soil Nature )CSand Loam Clay Other
Groundwater At what depth: /v'>
Bedrock/Impervious material At what depth: 6
Domestic Water Supply Municipal Well(if wel,water supply from any septic system absorption is ft.)
Percolation Test Rate: per minute per inch(test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
ank size gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder or spa or hot tub
S stem Absorption field with#2 stone Total length ft.;Each Trench
Seepage Pit with#3 stone How many: ; Size
Alternative System Bed or other type:
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&approved. The installed system must match the
septic system layout on file-no exceptions.
Declaration: 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 Queen ury Sanitary Sewage Disposal Ordinance.
PRINT NAME: !.5-;,2_,/e_._ /"�1,14 �- DATE: 4/51/4---
—� �
SIGNATURE: .- DATE: Gf 31r.1
Town of Queensbury Building&Codes Principal Structure Application Revised September 2014
SITE LOCATION MAP
SIQZ ® NTS
TOWN OF QUEENSBURY
BUILDING Based on our limited DEPARTMENTxaiompliancx
with our comments shall not be construed as
indicating the ptans and speclfcations are in
tuft compliance with the Building codes of
New York State.
FILE COPY
TOWN OF QUEENSBURY
BUILDING & CO E T.
Reviewed y:
Date:
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INDEX OF DRAWINGS
FIGURE 1 — SITE LOCATION MAP & DRAWINGS INDEX
FIGURE 2 — REPLACEMENT ONSITE WASTEWATER TREATMENT SYSTEM
FIGURE 3 — SELECTED DETAILS
FIGURE 4 — SYSTEM SPECIFICATIONS & GENERAL NOTES
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UV LIGHT 1
DISINFECTION UNIT
SEE SPECS & DETAILS
3 BEDROOM
00 COTTAGE
LEXISTING t
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I L REPLACE EXISTING
SEPTIC TANK WITH
FUSION ZF450 UNIT
SEE SPECS & DETAILS
L _
ONSITE WASTEWATER TREATMENT SYSTEM PLAN
1 " = 20'-0"
BASIS OF DESIGN
THIS PLAN INCLUDES INFORMATION PERTAINING TO REPLACING AN
EXISTING METAL SEPTIC TANK WITH AN ENHANCED TREATMENT UNIT
AT AN EXISTING 3 BEDROOM COTTAGE. THIS SYSTEM WILL HANDLE
ALL THE WASTEWATER GENERATED AT THE COTTAGE. NO ADDITIONAL
BEDROOMS ARE BEING PROPOSED.
THIS DESIGN SPECIFIES THE INSTALLATION OF A CLARUS FUSION
ZF450 ENHANCED TREATMENT UNIT. THE FUSION ZF 450 IS AN NSF
STANDARD 40 APPROVED CLASS I SYSTEM WITH A 450 GPD
TREATMENT CAPACITY. GRAVITY FLOW CONTINUES TO AN ULTRA
VIOLET LIGHT FOR DISINFECTION, & INTO THE EXISTING DRY WELL.
DESIGN FLOW 110 GALLONS PER BEDROOM X 3 BEDROOMS = 330
GALLONS PER DAY; NO GARBAGE GRINDER. NO ADDITIONAL
BEDROOMS SHALL BE ADDED.
DRINKING WATER IS SUPPLIED TO THE COTTAGE FROM LAKE GEORGE.
NO ONSITE DRINKING WATER SUPPLY WELLS ARE KNOWN TO BE
LOCATED WITHIN 100' FROM THE EXISTING SEPTIC SYSTEM.
CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE
PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS
INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED
DOCUMENTS. THESE PLANS HAVE BEEN PREPARED FOR THE USE BY
THE CURRENT PROPERTY OWNER. UNAUTHORIZED ALTERATION OR
ADDITION OF THESE PLANS IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW ARTICLE 145, SECTION 7209.
SCALE: 1" = 20`
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1) MIEN
1) THEE1l90N3 v AND 01 ARE TO IREV SOT1011 0E 7NE F THE URET PPE.
2) THE OAERALL NDf#tT 03,6T79ON X a To 7NE TOP OF 7RE XARRow
AIDAPlER RING, NOT THE RISER ID.
3) A RISER COVER C016 STANDA ADC R01VL RISERS ARE
PURCHASED SEPERATELY.
EICAYA71Il0 DI ERSIONS
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4- T-10-
450 - DIMENSIONS & EX
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OMMi MR1TR[Y PAWL
AVATION DETA
FUSION 450 - AIR PUMP DETAILS
FUSION 450 - TYPICAL PROFILE �M ]¢ HAMI °""
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EEM201
3
GRADE
4"0 SCHD 40 RISER
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4'0 SCHD 40 TYP.
�— DISINFECTION
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NTS
SYSTEM SPECIFICATIONS
INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN ACCORDANCE WITH
MANUFACTURES WRITTEN INSTALLATION INSTRUCTIONS FOUND IN CLARUS DOCUMENT
CL0056, DATED 2012. TREATMENT TANK SHALL BE PLACED ON 6" LAYER OF WASHED
BROKEN STONE (1/4 - 1/2 INCH DIAMETER) LEVELED TO WITHIN 1/8 -INCH SIDE TO SIDE
AND END TO END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER THAN
TANK. FUSION 450 TANK MEASURES 85'1- X 44'W X 62'H. SUITABLE GRANULAR
MATERIAL SHALL BE PLACED ON THE SIDES OF THE FUSION UNIT TO BRING THE
SURROUNDING GROUND TO GRADE. INSTALL THE FUSION WITH ONE 6 -INCH RISER TO
BRING THE LIDS TO GRADE.
INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT FROM THE MAIN
ELECTRICAL SERVICE TO FUSION PANEL. INSTALL A GROUND FAULT INTERRUPTOR (GFI)
EXTERIOR OUTLET INSIDE THE RISER WHERE THE COMPRESSOR IS LOCATED.
FUSION EFFLUENT SHALL BE PIPED THROUGH A 4" DIAMETER SCHEDULE 40 PVC WITH
SOLVENT -WELDED JOINTS, LAID AT MINIMUM GRADE OF 1/8 INCH PER FOOT INTO A
CLARUS MODEL 5250-0004 ULTRA VIOLET LIGHT DISINFECTION UNIT. INSTALL THE ULTRA
VIOLET DISINFECTION UNIT IN ACCORDANCE WITH THE MANUFACTURES WRITTEN
RE S.GRAVITY FLOW CONTINUES INTO AN EXISTING DRY WELL.
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GENERAL CONSTRUCTION NOTES
ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN IN COMPLIANCE WITH
THE NATIONAL ELECTRIC CODE, STATE CODE, AND LOCAL CODES.
NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH SHALL BE CONNECTED TO
THE SYSTEM.
ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD.
LANDSCAPE - INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT DISTURBANCE TO THE
EXISTING VEGETATION INCLUDING MATURE TREES. SOME TREE REMOVAL MAY BE NECESSARY
HOWEVER, NO TREES SHALL BE REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. ALL
AREAS DISTURBED BY THIS CONSTRUCTION SHALL BE COVERED WITH A MINIMUM OF 4 -INCHES
OF TOPSOIL AND PROPERLY SEEDED TO GRASS AND MULCHED.
SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY REQUIRE REGRADING IN A
YEAR.
SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO PREVENT SOIL FROM
WASHING OFF-SITE.
THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK (1-800-962-7962) AND HAVE THE
PROPERTY OWNER LOCATE ANY ON-SITE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION
ACTIVITIES. ANY UNDERGROUND ELECTRICAL UTILITIES IN THE VICINITY OF THE OWTS DISPERSAL
FIELD SHALL BE RELOCATED AS NEEDED AT THE DISCRETION OF THE OWTS INSTALLER.
MAINTENANCE SHALL BE PERFORMED BY ONSITE SALES & SERVICE, LLC. IN ACCORDANCE WITH
THE EQUIPMENT MANUFACTURES RECOMMENDATIONS OUTLINED IN THE HOMEOWNER'S MANUAL
(CLARUS DOCUMENT CL0056, DATED 2012). ONSITE SALES & SERVICE, LLC. HAS BEEN
TRAINED TO PERFORM INSTALLATION, OPERATION & MAINTENANCE BY THE EQUIPMENT
MANUFACTURE AND IS AN AUTHORIZED SERVICE PROVIDER.
ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE
WITH EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND
LOCAL REGULATIONS.
CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE PROFESSIONAL ENGINEER
CERTIFYING THAT THE SYSTEM WAS INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE
APPROVED DOCUMENTS,
NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF THE OWTS IS WARRANTED
OR IMPLIED BY THE ENGINEER.
THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE PRODUCTS ONLY. USE OF
ANY OTHER PRODUCTS MAY CAUSE PREMATURE FAILURE.
CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY OF THE
MANUFACTURE/SUPPLIER. WORKMANSHIP IS THE RESPONSIBILITY OF THE INSTALLER. THE
UNDERSIGNED ENGINEER DOES NOT GUARANTEE OR WARRANTEE EITHER OF THE ABOVE.
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THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, PIPING, RISERS, COMPONENTS, L
AND LIDS SHALL BE INSTALLED WATER -TIGHT. THE SYSTEM MAY BE TESTED FOR WATER o C.DO
TIGHTNESS. CONTRACTOR WILL RE -INSTALL ANY EQUIPMENT/COMPONENT THAT IS NOT FOUND ¢ N Z
TO BE WATER TIGHT. TANKS SHALL BE INSTALLED AS NEEDED (TO BE DETERMINED BY THE o t` O
INSTALLER) TO RESIST BUOYANCY. T I -
SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH ENGINEER -APPROVED
EQUIVALENT EQUIPMENT OR MATERIALS. PROPOSALS FOR PRODUCTS SEEKING
APPROVED -EQUAL STATUS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT PROPERTY OWNER.
UNAUTHORIZED ALTERATION OR ADDITION OF THESE PLANS IS A VIOLATION OF THE NEW YORK
STATE EDUCATION LAW ARTICLE 145, SECTION 7209.
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DATE
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Reviewed By,/ -
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INDEX OF DRAWINGS
FIGURE 1 -- SITE LOCATION MAP & DRAWINGS INDEX
FIGURE 2 - REPLACEMENT ONSITE WASTEWATER TREATMENT SYSTEM
FIGURE 3 - SELECTED DETAILS
FIGURE 4 - SYSTEM SPECIFICATIONS &, GENERAL NOTES
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INDEX OF DRAWINGS
FIGURE 1 -- SITE LOCATION MAP & DRAWINGS INDEX
FIGURE 2 - REPLACEMENT ONSITE WASTEWATER TREATMENT SYSTEM
FIGURE 3 - SELECTED DETAILS
FIGURE 4 - SYSTEM SPECIFICATIONS &, GENERAL NOTES
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FIGURE NO.
FUSION ZF450 UNIT---,, I S
SEE SPECS & DETAILS
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SEE SPECS & DETAILS
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DESIGN FLOW 110 GALLONS PER BEDROOM X 3 BEDROOMS = 330
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CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE
PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS
INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED
DOCUMENTS. THESE PLANS HAVE BEEN PREPARED FOR THE USE BY
THE CURRENT PROPERTY OWNER. UNAUTHORIZED ALTERATION OR
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EDUCATION LAW ARTICLE 145, SECTION 7209.
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FILE NUMBER
EEM2015-025
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FIGURE NO.
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NOTE:
1) DIMENSIONS T AND V ARE TO THE EIOTMM OF THE INLEVOUTLET PIPE,
2) THE OVERALL HEIGHT DIMENSION "N® IS TO THE TOP OF THE NARROW
ADAPTER RING. NOT THE RISM U0.
3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE
PURCHASED TELY.
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- RISER AND UD
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FUSION 450 - TYPICAL PROFILE \ IFUSION TMENT UNIT
NITS
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FILE NUMBER
EEM2015-025
DATE
07-28-2015
FIGURE
NO.
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ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN IN COMPLIANCE WITH THE
ELECTRICAL
JUNCTION BOX
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NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH SHALL BE CONNECTED TO THE
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40 MISER
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INLET
OUTLET
DISINFECTIONCHAMBER
UV LIGHT DISINFECTION UNIT
NTS
SYSTEM SPECIFICATIONS
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UNCOVER AND PUMP OUT EXISTING SEPTIC TANK. REMOVE THE LID AND DECOMMISSION EXISTING
TANK. INSTALL ZOELLER MODEL 912-1116 PREASSEMBLED SEWAGE EJECTOR BASIN IN SAND
BEDDING PLACED INSIDE FOOTPRINT OF FORMER TANK. EJECTOR BASIN IS EQUIPPED WITH
AUTOMATIC MODEL 266 M HORSEPOWER PUMP AND HIGH WATER ALARM. INSTALL A DEDICATED 115
VOLT, 20 AMP ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE TO AN EXTERIOR OUTLET
WHERE THE PUMP CAN BE PLUGGED IN.
INSTALL 2 -INCH DIAMETER FORCE MAIN FROM THE EJECTOR BASIN TO FUSION TANK. FORCE MAIN
SHALL BE PRESSURE RATED PVC PIPE CONFORMING WITH ASTM D-2241 CLASS 200. THE FORCE
MAIN SHALL TRANSITION FROM 2 INCH DIAMETER TO 4 INCH DIAMETER PIPING A MINIMUM OF 8 FEET
FROM THE FUSION INLET. THE LAST 8 FEET SECTION OF THE FORCE MAIN SHALL SLOPE TOWARDS
THE FUSION. PIPING SHALL BE INSTALLED ON A BED OF SAND. AREAS OF FORCE MAIN THAT DO
NOT HAVE 4 FEET OF COVER SHALL HAVE A 2 INCH PIECE OF RIGID INSULATION PLACED OVER
PIPING FOR FROST PROTECTION. ALL PRESSURE JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED.
INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN ACCORDANCE WITH
MANUFACTURES WRITTEN INSTALLATION INSTRUCTIONS FOUND IN CLARUS DOCUMENT CL0056, DATED
2012. TREATMENT TANK SHALL BE PLACED ON 6" LAYER OF WASHED BROKEN STONE (1/4 - 1/2
INCH DIAMETER) LEVELED TO WITHIN 1/8 -INCH SIDE TO SIDE AND END TO END. TANK EXCAVATION
SHALL EXTEND 12-18" LONGER AND WIDER THAN TANK. FUSION 450 TANK MEASURES 851- X 441W
X 62'H. SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE SIDES OF THE FUSION UNIT TO
BRING THE SURROUNDING GROUND TO GRADE. INSTALL THE FUSION WITH ONE 6 -INCH RISER TO
BRING THE LIDS TO GRADE.
INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL
SERVICE TO FUSION PANEL. INSTALL A GROUND FAULT INTERRUPTER (GFI) EXTERIOR OUTLET INSIDE
THE RISER WHERE THE COMPRESSOR IS LOCATED.
-------- BE PIPED THROUGH A 4" DIAMETER SCHEDULE 40 PVC WITH
SOLVENT -WELDED JOINTS, LAID AT MINIMUM GRADE OF 1/8 INCH PER FOOT INTO AN EXISTING DRY
WELL.
GENERAL CONSTRUCTION NOTES
ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN IN COMPLIANCE WITH THE
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NATIONAL ELECTRIC CODE, STATE CODE, AND LOCAL CODES.
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NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH SHALL BE CONNECTED TO THE
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SYSTEM.
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ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD.
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LANDSCAPE - INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT DISTURBANCE TO THE EXISTING
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INCLUDING MATURE TREES. SOME TREE REMOVAL MAY BE NECESSARY HOWEVER, NO TREES
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SHALL, BE REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. ALL AREAS DISTURBED BY THIS
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CONSTRUCTION SHALL BE COVERED WITH A MINIMUM OF 4 -INCHES OF TOPSOIL AND PROPERLY SEEDED
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TO GRASS AND MULCHED.
SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY REQUIRE REGRADING IN A YEAR.
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SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO PREVENT SOIL FROM WASHING
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OFF-SITE.
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THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK (1-800-962-7962) AND HAVE THE PROPERTYy
OWNER LOCATE ANY ON-SITE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. ANY
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UNDERGROUND ELECTRICAL UTILITIES IN THE VICINITY OF THE OWTS DISPERSAL FIELD SHALL BE
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RELOCATED AS NEEDED AT THE DISCRETION OF THE OWTS INSTALLER.
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MAINTENANCE SHALL BE PERFORMED BY ONSITE SALES & SERVICE, LLC. IN ACCORDANCE WITH THE
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EQUIPMENT MANUFACTURES RECOMMENDATIONS OUTLINED IN THE HOMEOWNER'S MANUAL (CLARUS
DOCUMENT CL0056, DATED 2012). ONSITE SALES & SERVICE, LLC. HAS BEEN TRAINED TO PERFORM
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INSTALLATION, OPERATION & MAINTENANCE BY THE EQUIPMENT MANUFACTURE AND IS AN AUTHORIZED
SERVICE PROVIDER.
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ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH
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EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL
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REGULATIONS.
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CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE PROFESSIONAL ENGINEER CERTIFYING THAT
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THE SYSTEM WAS INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED DOCUMENTS.
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NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF THE OWTS IS WARRANTED OR
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IMPLIED BY THE ENGINEER.
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THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE PRODUCTS ONLY. USE OF ANY OTHER
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PRODUCTS MAY CAUSE PREMATURE FAILURE.
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CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY OF THE MANUFACTURE/SUPPLIER.
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WORKMANSHIP IS THE RESPONSIBILITY OF THE INSTALLER. THE UNDERSIGNED ENGINEER DOES NOT
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GUARANTEE OR WARRANTEE EITHER OF THE ABOVE.
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THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, PIPING, RISERS, COMPONENTS, AND LIDS�
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SHALL: BE INSTALLED WATER -TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. CONTRACTOR
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WILL RE -INSTALL ANY EQUIPMENT/COMPONENT THAT IS NOT FOUND TO BE WATER TIGHT. TANKS SHALL
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BE INSTALLED AS NEEDED (TO BE DETERMINED BY THE INSTALLER) TO RESIST BUOYANCY.
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SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH ENGINEER -APPROVED EQUIVALENT
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EQUIPMENT OR MATERIALS. PROPOSALS FOR PRODUCTS SEEKING APPROVED -EQUAL STATUS SHALL BE
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SUBMITTED TO THE ENGINEER FOR REVIEW.
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ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN IN COMPLIANCE WITH THE
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NATIONAL ELECTRIC CODE, STATE CODE, AND LOCAL CODES.
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NO ROOF DRAINS, FOOTING DRAINS, OR !EATER SOFTENING BACKWASH SHALL BE CONNECTED TO THEv
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ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD.FILE-NUMBER
THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT PROPERTY OWNER, UNAUTHORIZED EEM2015-025
ALTERATION OR ADDITION OF THESE PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW DATE
ARTICLE 145, SECTION 7209. 07-28-2015
FIGURE NO.
ENGINEERING PLLC2�_oI - 2-QS
July 14, 2016
Town of Queensbury
Attn: Mr. John O'Brien, Codes
742 Bay Road
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Queensbury, New York 12804 Jnr
www.ikobrien93kyahoo.com
Re: Onsite Wastewater Treatment System Installation
Wrigley Cottage
17 Sign Post Road
Lake George, New York 12845
Town of Queensbury
Dear Mr. O'Brien:
The undersigned completed final observation of the above-referenced onsite wastewater
treatment system on July 1, 2016. Construction observation was completed during the
construction phase. The installation was completed in substantial conformance with the
intent of the design drawings dated July 28, 2015.
Do not hesitate to contact me at (315)254-6891 if you have any questions.
Sincer ;
Eric E. Murdock, P.E.
cc: Mr. Allan Wrighly, Owner
P.U. Sox 6265, Syracuse, New York 13217 • Phone (315) 254-6891
www.onsite-en g i n e e r i ng.u s
SALES & SERVICE, LLC
FUSION INSPECTION& MAINTENANCE AGREEMENT
Property Location: 17 Sign Post Road, Lake George,New York, 12845
Owners Name: Wrigley
Address:
Phone Number: (518)424-8113
Term: 2 Years; 7/13/16—7/13/18
FUSION SERVICE PROGRAM—AGREEMENT TERM
Clarus Environmental, Inc. (Clarus) the manufacture of the Fusion treatment unit recommends the Fusion be
maintained every 6 months by a Clarus trained service provider. This Fusion Inspection & Maintenance Agreement
(AGREEMENT) is between the owner and Onsite Sales & Service, LLC. (OSS). Two years of scheduled maintenance
is included in the purchase of the Fusion. After this two year term expires, the Fusion owner must subscribe to the
inspection and maintenance program.
SCOPE OF SERVICES
OSS will perform the maintenance and inspection steps outlined in the Clarus document entitled "Owners Manual"
(document number CL0056). Inspection and maintenance of the Fusion will be conducted every 6 months at the
above-referenced address during the term of this Fusion Maintenance and Inspection Agreement. This Agreement
includes 4 visits to the site. Field data will be collected and the system will be adjusted. A Maintenance Service
Report(Document Number FM2418) will be competed as needed. Completed inspection checklist will be provided to
the owner and the applicable regulatory agency as requested. Applicable regulatory entity may be notified if the
agreement is terminated at any time, regardless of the reason.
ADDITIONAL SERVICES
The owner will be notified of outstanding conditions that need to be addressed that are not included in the scope of this
Agreement. These items may include replacement of parts, laboratory testing, pumping out accumulated foam/sludge
or site grading. The cost associated with additional items is not included in this Agreement.
Property owner agrees to operate the unit in accordance with the manufactures recommendations as presented in the
Owner's Manual. The undersigned agrees to the terms of this Inspection &Maintenance Agreement.
Owner Da
P.O. Box 6265, Syracuse, New York 13217 Phone (315) 254-6891 eric@onsite-engineering.us