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BOTH-000337-2015 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000337-2015 Date Issued: Tuesday, May 17, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000337-2015 has been completed. Tax Map Number: 239.20-1-16 Location: 2938 State Rte 9L Owner: CAROL BUTKIEWICZ Applicant: CAROL BUTKIEWICZ This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEEEENSBURY 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000337-2015 V VMS- Z'�Z- Tax Map No: 239.20-1-16 Permission is hereby granted to: Henry Butkiewicz REVISE For property located at: 2938 State Rte 9L 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: Henry Butkiewicz Septic Disposal $0.00 Owner Address: 2938 State Rte 9L Total Value $0.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Onsite Engineering PO Box 6265 Syracuse,NY 13217 Plans&Specifications Residential Septic Alteration PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,May 30,2016 (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 expiration date.) Dated at the Tgare'eF ueensb ; id ,1 ,2015 4 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Vri$1 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150232 Application Number: A20150232 Tax Map No: 523400-239-020-0001-016-000-0000 Permission is hereby granted to: HENRY BUTKIEWICZ For property located at: 2938 STATE ROUTE 9L 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: CAROL BUTKIEWICZ Septic Alteration Residential BARBARA SMITH Total Value 42 COUNTRY KNOLL Dr BINGHAMTON,NY 13901-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications BP 2015-232 Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,June 05,2016 (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 expirati•• date.) Dated at the Town • • eet/ry; f+r'ay June 05,2015 SIGNED BY /,�I 4/ / for the Town of Queensbury. /e-.' a . Building& f Enforcement SEPTIC DISPOSAL APPLI A,TION� Office Use Only J�� Received DATE: 6j 3 it u u JUNTax Map ID '� .2n-I -I ko 04 2015 TAX MAP ID: .._ _. Permit No. IS-02.1Z Permit Fee ACIfk ZONE: APPLICANT hien le-.11]3 j,T-k/1e Gt2Q/C.Z� �j� PHONE/E-MAIL ADDRESS 22 /3 j l & Fotk { G Zaole€ 4•ez2fo ) N f /- S INSTALLER/ L2N Sa^ PHONE/E-MAIL BUILDER / !/ 3/1--Z-Cf-07) Z�7) OWNER lie"r-si Gd -iee4. /.�Z I {-� ADDRESS L-2 Lot ,,,,1-,,,y 141 D ! l D'1�Q_ R��n (AGt-*^~�D+J/ l V J7 0 I CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: G /G MuP00� PHONE/E-MAIL 3 tS - Z.S-1' 6 0 (g 1 e yv`c eSr}-e - 'Wo i v ee✓1'✓AI , v S RESIDENCE INFORMATION Year Built #of bedrooms X gallons per bedroom =total Daily flow 1980oI er 3 a P.c./..p Ws../... 1.1° 9 Pc) 3-so o r""� Garbage inder installed Yes No %-u1•-oda,,, tom'5P"i 44-05P-i gin 1981-1991 Spa or Hot Tub installed _Yes _K No 1992-Present PARCEL INFORMATION G Act. 3 r c 111J z I•C Te�� t,,,-,,/-�� --SF'P },(e,_6,—S c His— Topography /4/1 I Flat rolling Steep slope %Slope Soil Nature N... Sand Loam Clay Other Groundwater At what depth: /t' ' > Bedrock/Impervious material At what depth: 6 i > Lc4.Le Gtex,- " Domestic Water Supply Municipal Well(if well,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 Tank size gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder or spa or hot tub ystem 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 Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: 0121 C- Ikit ort.Do dt-" DATE: GMS SIGNATURE: __.—az---- e. A.-_ - DATE: q 'S- Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 SITE LOCATION MAP NTS Fjt-E COPY TOWN OF Q BUILDING & Reviewed B) Date: INDEX OF DRAWINGS �P, 3uii o 4 2015 a FQu-vf o r EJILD"NO & C{>D" N co N O c:) O N cu a_ a) m J .. rnQ U D CL Q)ofU) cu .� �00 00 .� = N � FIGURE 1 — SITE LOCATION MAP & DRAWINGS INDEX FIGURE 2 — REPLACEMENT ONSITE WASTEWATER TREATMENT SYSTEM FIGURE 3 — SELECTED DETAILS FIGURE 4 — SYSTEM SPECIFICATIONS & GENERAL NOTES Lo U00 � Z N LLI W z Y Q o J �t [LLo N m U) LOL, z Y of z> O-iO ow 0 W Z � M af d - u a Z W >- a v 0 Z CaC G (n 00�LL) Z lli Lal cl� (n z :D _ p N N U > Mho O a Z rn i N w W w w v (n U) W K W m om ZZ �< W< 00 Lo x � Z N LLI W z Y Q o Cn o w j M Z U) LOL, z Y of Q O-iO ow Iry p U O i Y w atS N w J ?iLLJ Z Q 0 CaC G (n 00�LL) Z UQ O Lal z Q o p N N J > Mho O a W rn i N w 0 o 1 5-026 Seo BASIS OF DESIGN 375 00 s3o 365 370�\ THIS PLAN INCLUDES INFORMATION PERTAINING W J cD w 3251 335340 Sas 350 355 Seo ��. \_�---�---'� TO REPLACING TWO EXISTING METAL SEPTIC J v / TANKS WITH ENHANCED TREATMENT UNITS AT 0 N m AN EXISTING 2 BEDROOM COTTAGE ("ACORN" DOCK V / Seo COTTAGE — BROWN DWELLING) AND AT A 3 Z M 0 a \ V A BEDROOM COTTAGE (GREEN DWELLING). BOTH — a DMV A I OF THESE SEPTIC TANKS ARE AT LEAST 50' I ' ¢ v FROM LAKE GEORGE AND 10' FROM THE W � Z o I V A PROPERTY LINE. THE COTTAGES ARE W 2 0 SEASONAL USE ONLY AND ARE ON THE SAME Z O I/ TAX PARCEL. THESE SYSTEMS WILL HANDLE0 PORE I J J ALL THE WASTEWATER GENERATED AT THE Z U w 0) COTTAGES. NO ADDITIONAL BEDROOMS ARE Ld / \\ BEING PROPOSED. W w E 1 GREEN 3 BOOM \ j THIS DESIGN SPECIFIES THE INSTALLATION OF m w RESIDENCE \ � TWO CLARUS FUSION ZF450 ENHANCED o m PORCH \ i \ TREATMENT UNITS. THE FUSION ZF 450 IS AN z z NSF STANDARD 40 APPROVED CLASS I SYSTEM 0 3 Of WITH A 450 GPD TREATMENT CAPACITY. w yy I GRAVITY FLOW THROUGH THE FUSION UNIT LU N J \ MR SEWL Tm. I CONTINUES THROUGH AN ULTRA VIOLET LIGHT C7 \\ S�a�ac D�T I WITH DISPERSAL AT EXISTING DRY WELLS. ILS 4- Z W J�J 1 STORY BROVIN \ o J uv ucnr / I Z BROWN DWELLING: DESIGN FLOW 110 GALLONS 00 W I-- 2 \ Oa UNIT I PER BEDROOM X 2 BEDROOMS = 220 GALLONS Of > Y / SEE,7 DET / — — 375 PER DAY; NO GARBAGE GRINDER. NO Q \ ADDITIONAL BEDROOMS SHALL BE ADDED. p Z SIW6 / 0 W \DRY WEU GREEN DWELLING: DESIGN FLOW 110 GALLONS p �( PUNS \ I PER BEDROOM X 3 BEDROOMS = 330 GALLONS W O > n '(IUDME� o I PER DAY; NO GARBAGE GRINDER. NO Z W ADDITIONAL BEDROOMS SHALL BE ADDED. w LLJ ZCD p Ij \\MSXCMU T T smDRINKING WATER IS SUPPLIED TO THE COTTAGE O J 0SEE mvs w SHED \U,FROM LAKE GEORGE. NO ONSITE DRINKING p Ld U O DRY %IELL WATER SUPPLY WELLS ARE KNOWN TO BE U U I Y?� LOCATED WITHIN 100' FROM THE EXISTING N w W lyl SEPTIC SYSTEM. CONSTRUCTION SHALL BE UNDER THEY m Z O 3: 355 \ SUPERVISION OF THE PROFESSIONAL ENGINEER I— cn D F— W �320 1 / sas 30 �� 350 CERTIFYING THAT THE SYSTEM WAS INSTALLED m Z O :2 H 325 330 1 \ IN SUBSTANTIAL ACCORDANCE WITH THE W U Q UDI J APPROVED DOCUMENTS. THESE PLANS HAVE � N 0 O — — BEEN PREPARED FOR THE USE BY THE cy �t Z F— CURRENT PROPERTY OWNER. UNAUTHORIZED Ld Z ALTERATION OR ADDITION OF THESE PLANS IS z LO m Lu A VIOLATION OF THE NEW YORK STATELu ��OF NEw� EDUCATION LAW ARTICLE 145, SECTION 7209. a C > ,�P�GE. mu ^ O p o �k�`RA �'O�� * w N O w W W ONSITE WASTEWATER TREATMENT SYSTEM PLAN a FILE NUMBER o� ,.M 1" = 30'-0" 0 30 60 100 EEM2015-026 DATE 06-01-2015 SCALE: 1" = 30' FIGURE NO. 2 843/4 a 0 NOTES: 1) OMENSO S 'F AND 'E' ARE TO THE BOTTOM OF THE KET/OJT ET PIPE 2) THE OVERALL HEIGHT DIMENSION 'H' IS TO THE TOP OF THE NARROW ADAPTER RING. NOT THE RISER UD. 3) A BSER COVER COMES STANDARD. ADDITIONAL RISERS ARE PURCHASED SEPERATELY. FUSION 450 - DIMENSIONS & EXCAVATION DETAILS NTS FUSION CONTROL PANEL CLEANOUT T &lFl.ml SL*: FUSION 450 - TYPICAL PROFILE NTS RISER AND LID TO DRAIN FIELD FUSION TREATMENT UNIT PED AR UNE1 FXCAVATNO DIMENSIONS 4YS'IEY L W N I E F1190N RA Y-1' 3'-B' S -Y w FUSION 450 - DIMENSIONS & EXCAVATION DETAILS NTS FUSION CONTROL PANEL CLEANOUT T &lFl.ml SL*: FUSION 450 - TYPICAL PROFILE NTS RISER AND LID TO DRAIN FIELD FUSION TREATMENT UNIT PED AR UNE1 FUSION 450 - AIR PUMP DETAILS NTS A AR Drrx INTERIOR CO FIGUR DN AIR PUMP DETAILS ADV9EXPAMI caner TO ` IED AR UE PArEL ATO UNIS FUSION 450 - AIR PUMP DETAILS NTS A AR Drrx INTERIOR CO FIGUR DN AIR PUMP DETAILS Ui 00 Z C-4 W W�00� J c0 w 0 o o J w > M J Q U.) m CN W 000) 0 ❑ C? Z � oc N W I Y W ❑ �Q�> L w Z co w — Q Z 0uJ a 0 - m=)lwC)¢ W>- Lu >- v J W Z W V / Z LLI � < o Z 00 o 3 rnoa Q K z z < w W w v cn w or� w } m c) m W C7 < WQr 0 0 Ui 00 Z C-4 W Y Q 0 o o w > M J tnZ}�� LL' W Z 0 Y W 000) ❑ U 0 Z � N W I Y W ❑ �Q�> L Z W of Ld m Z 0uJ U m=)lwC)¢ J 0�Ncza W Z (n wo L, Qm < o Z 00 w o 3 rnoa CV � K FILE NUMBER EEM2015-026 DATE 3 INLET M GRADE ELECTRICAL JUNCTION BOX 4'0 SCHD 40 RISER 'j►j�Tj SCHD 40 TYP. UV LIGHT DISINFECTION UNIT DETAIL 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 A MINIMUM OF 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. 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 AN 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 NTH 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. THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, PIPING, RISERS, COMPONENTS, AND LIDS SHALL BE INSTALLED WATER -TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. CONTRACTOR WILL RE -INSTALL ANY EQUIPMENT/COMPONENT THAT IS NOT FOUND TO BE WATER TIGHT. TANKS SHALL BE INSTALLED AS NEEDED (TO BE DETERMINED BY THE INSTALLER) TO RESIST BUOYANCY. 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. U W a' J co J �t Q. Lo N Z M W } W Z Z W w zZQ W } U) Z 00 N W D_ `1 Q a O � W O w O > M toZ � O LJ LLT ZOY a O 0 � 0 } 0 0 NCD Z WIYw Z �J0 Q' 1Ill Z O m = Z OU Q W D 04 �O'd'Z F- L_ m FO N 1 00 J OF K 0) C4 I— Ii y U O 0 w U y w m m z 3 m 0 U) W O Z J LL w 0 od U) O i— U LLV ui0- U) U) FILE NUMBER EEM2015-026 Ell MAY U 9 2016 ILS ENGINEERING PLLC TOUVNOFQUEENSBURY BUILDING & CODES May 9, 2016 Town of Queensbury `7 BU 11.7 Atm: Mr. John O'Brien, Codes 742 Bay Road Queensbury,New York 12804 www.ikobrien93(r4vahoo.com Re: Onsite Wastewater Treatment System Installation Butkiewicz Cottages 2938 State Route 9L Lake George, New York 12845 Town of Queensbury li Dear Mr. O'Brien: The undersigned completed final observation of the above-referenced onsite wastewater treatment system on May 6, 2016. Construction observation was completed during the construction phase. The installation was completed in substantial conformance with the intent of the design drawings dated June 1, 2015. 1 have attached a copy of the Service Agreement and an As Built sketch showing the installation. Do not hesitate to contact me at(315)254-6891 if you have any questions. Sincere Eric E. Murdock, P.E. cc: Mr. Henry Butkiewicz, Owner P.O. Box 6265, Syracuse. New York 13217 . Phone (315) 254-6891 www.onsite-enginee ring.us j) H SALES & SER , LLC VICE FUSION INSPECTION & MAINTENANCE AGREEMENT Property Location: 2938 State Route 9L, Lake George,New York, 12845 Owners Name: Mr. Henry Butkiewicz Address: 42 County Knoll Drive, Binghamton, NY 13901 Phone Number: (607)759-2909 Term: 2 Years; 5/6/16—5/6/18 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. wn Date P.O. Box 6265, Syracuse, New York 13217 • Phone (315) 254-6891 • eric@onsite-engineering,us qS SLiZLI Lot�TNDJ`f MAP 31 375 385 370 - 325 330 335 340 345 350 355 380 DOCK T� DECK II I DOO( I PORCH 2GREEN 3 BEDROOM 1 RESIDENCE CH CONNECT TO JUI DING SEWER. TP. I� FUSION ZF450 UNIT SEE SPECS G DETAILS 1 1 STORY BRONN O UV LIGHT y 1 2BEDROOM � DISINSECTION UNIT RESIDENCESEE SPECS a DETAILS 1 / \ / —E)0STING 1� Pump DRY WELL FUSION g'450 UNIT O / SEE SPECS k DETAILS 1 UV LIGHT DISINFECTION UNIT } SHED 1 SEE SPECS h DETAILSI \ RYYnWLL SHED DR 355 J- 320 325 330 335 340 345 350 380 385- SOF NEw y E.m.'J' DO O� 2 , ` u ONSITE WASTEWATER TREATMENT SYSTEM PLAI z 02 �. a Certificate of Electrical Compliance New York Atlantic-Inland, Inc. 997 McLean Road Ext. Cortland, NY 13045 Certificate No.:600951 Building Permit No.: Issue Date: 6/25/2015 Building Permit Date: Inspected By: Devin Pratt Occupancy: R-1 OWNER SITE ELECTRICIAN Henry Butkiewicz 2938 State Route 9L Dan Lambert 42 Country Knoll Dr Queensbury, NY 12804 Double LL Electric Binghamton, NY 13901 Town of Queensbury 46 Twin Channels Rd QLeensbury, NY 12804 SCOPE: 200amp Over Head Service Change INSPECTION INFORMATION: Service: Service Type: Overhead, Service Size: 120/240V 10 200A 4' na This certifies that the process noted above was complete as specified at the time of inspection and any conditions not within the scope of the inspection are excluded. Because there exists a multitude of proprietary specifications,the adherence to the relevant Building Code of New York State is applicable to the electrical requirements on the above noted date and valid for one year forward. In connection with areas at the time of inspection and does not constitute areas that are enclosed,concealed or inaccessible. Should the electrical system be altered in any way, including,but not limited to,the introduction of new electrical equipment,this certificate shall be null and void.This certificate only applies to the occupancy use as stated.Changes in use,or occupancy as indicated above,negates this certificate in its entirety. COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit ...Cert. N2 42959 Cut-in Card No..................................... Owner............/4/09612 >rf . ............................................ Location... ..... .�d......(. ......P.................................................. GGI...................... Installation Consisting of../..:..r!1 . ..... ...........Cr .J ®/Lr-tJc`� ....................................................•.................... . . ... ..... .................................................................. Installed By......��t.....I....vJeL��:Y................... ......................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ' s tions at any time, and if its rules are violated,the Company shall have the right to r vo a this rtif e. 7 Date..&..`�..T /�` -.......................... INSPECTOR.......... ......�......... l Member N.F.P.A.,I.A.E.I.