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1.3 r' 1 .3 WASTEWAI FR-SFWERSe! YFhl.cinpe - Replacement With ETU Tank and Dry Well to Line and Nof*0 - In APA - 30-2.2023 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF PETE LEMPERT RESOLUTION NO.: 92023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town' s On-Site Sewage Disposal Ordinance, and WHEREAS, Pete Lempert has applied to the Local Board of Health for variances from Chapter 136 to install a septic replacement system with the: 1 . New Fusion Treatment Tank and the existing dry well to be located S ' from the property line in lieu of the required 10' setback; and 2. New Fusion Treatment Tank and the existing dry well to be located 5 ' from the house in lieu of the required 10' setback; and on property located at 30 Burnt Ridge Road in the Town of Queensbury, NOW, THEREFORE. BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, October 16"', 2023 at 7,00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Pete Lempert's sewage disposal variance application concerning property located at 30 Burnt Ridge Road in the Town of Queensbury (Tax Map No. . 239. 16- 1 - 16) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Cleric to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 2"d day of October, 2023, by the following vote: AYES NOES ABSENT. SEPTIC VARIANCE Cam Lfts' „ Recaire,d: APPLICATION r � ftt � Perrrrll Fee; 742 bay woad. QaeerwbwY. MY 12SM r► 51e-761-42M vynwr� rtwenv.s4urr—ns_l Invoice / Approwia: C 5u�wwiclak ! {one) armonai i a oogpies of the co npHRed applicatkm peckfte 1b Property Ownex(s): Pete Lampert Owner's Agent: Eric Murdock et rJ Address. 4IMS university BLVD Address. PO Boer 6265 cy Dallas, T% 75205 Syracuse, NY 1322703 Phone: 214-914-5817 Phone a: 315-254-6891 rp Site Address: 30 aunt Ridge dived Tan $DR: 239.16-1-16 Directions to Size: Sumt Ridge Road Distance fnam well on property to septic system (if applicable) NO WELL Is it possible to install a conforming septic system on this property? © Yes ® No If YES, please explain and attach a diagram: ChcF or tap heFe to enter text. Goes the proposed system meet setback requirements for distance from wells dr septic systems on neighboring properties? O Yes ® No If Np, please explain: tank and dispersai Is S' from property bane Is the proposed system to be installed under a par lore area? 0 Yes ® No Section of the Sanitaay Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft. from well in Reu of required 100 fL)• Fusion Treatment Tank and dry well are 5 feet from property line Fusion Treatment Tank and dry well are 5 feet from the house r, y Wyk y yipp� rAwks" K91pn�v 2019 Last the narnes_ parcel addresses, and tax map numbers pf all adjoining property owners You may obtain tax It r^jmbers from the Assessor s C"X5M as well as the narnes and addresses- "Orth Name Jack 's+eitr } Address 26 Sum R.d>ga: Road i Tax Maps ID 230 15-1 -17 South Name Dale Campbell Address 27 S;gn Post Road, lake George. 14Y 12845 i Tax Map 10 239 16-1-13 East Marne Joachim Seitz Trust Address Tax Map 10 239 16-1-IS f West Name lake George • Water Tax Map Il] " r x; •• OYVNER STATMENT I/We do hereby retieve 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 ste less than the required . feet from the Lir i, ter i; may irtcrrast' tt+e risk of pollution- - 0. wmrr—Prin f? t Name_ Pete mpa teert late: Z ?S tr ) [}rrrne�—Sbgnature: A%*Ol;r ,O"lyG LdA i r Date: NOGHBOR OR NT RELEASE STATEiMENT (it applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at,. c. I/We realize that putting the septic tank or leaching system less than the required feet from the C:r:-> o• 3;� r-: - may increase the risk of pollution. Neyghbor/Tenaot—Print Name: Jack Seitz Pate: ji Neightior/Tenant-Signatures pate; SWOC varviwrr 04wbtafi Rrvm d FrbrWry 2n19 AUTHORIZATION AND SIGNATURE RAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OVMER is using an Agent: Owner's Name: lack Seitz Designates. Eric Murdock as agent regarding the Septic Variance for 'fax Map $: 239.16-1-17 ma 40"Mw awrnlER's SIGNATURE: _ P.L zapn Engineering, Fee Discl2jure: Applications may be referred to the Town consulting engineer far review of septic design, storm drainage, etc, as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the Owner, Applicant and his/her/their agent hereby authorize the Town Hoard of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application► submitted. PIXaE2 Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. ?fficial Meeting Minutes Px iscjosur& It 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 transcdbed from those tapes constitute the official record 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: Pete 4empe OWNER—SIGNATURE. DATE: Click or tap he+ e to enter text AGENT—PRINT NAME: Eric Murdock z a t 3 AGENT--SIGNATURE: "' � �+'— DATE: Clrcr alp here to enter text . V*O&rK* Appliwttan AeWeed F*WUWV WKS U � " „e. ULP J u�i 9L 1v P v Sunnse(n W � � _00 .,91� ' 30 Sumt Ridge Rd,Lake rD George,NY 12845 (1)L' lJ N Z owc N �r � 00 W W r Z cr SITE LOCATION MAP � U) 'tO NTS w O N Z_ z >- o Q of D O 0 0 O O OLLJ OW I OW °tS of Z Eli J cc' F- L.L.i d CL d a m O J o Z m O Z w w p ui w o : w ~ � d INDEX OF DRAWINGS w � v �- o p cr Z FIGURE 1 - SITE LOCATION MAP & DRAWINGS INDEX m O ¢ Lu e' w FIGURE 2 - REPLACEMENT SEPTIC SYSTEM PLAN C) FIGURE 3 - SELECT DETAILS a 0 F, FIGURE 4 - SYSTEM SPECIFICATIONS FILE NUMBER EEM2023-018 FIGURE 5 - GENERAL CONSTRUCTION NOTES DATE 7-16-2023 FIGURE N0. 1 U PROJECT OVERVIEW - BASIS OF DESIGN J _ _J -'- I THIS PLAN INCLUDES INFORMATION PERTAINING TO PROPOSED a) PROJECT MODIFICATIONS TO AN EXISTING SEPTIC SYSTEM. THIS IS A NORTH I VERY CHALLENGING LOT WITH LIMITED ACCESS FOR HEAVY rrnn EQUIPMENT. PLANS SPECIFY REPLACING EXISTING SEPTIC TANK V WITH ENHANCED TREATMENT UNIT AT AN EXISTING COTTAGE. 0 Z TREATED EFFLUENT WILL BE PLUMBED TO THE EXISTING _ DISPERSAL PIPING. THE TANK PROPOSED TO BE REPLACED IS NN o OVER 50 FEET FROM LAKE GEORGE. NO ADDITIONAL BEDROOMS LL ARE BEING PROPOSED. NO EVIDENCE OR REPORT OF ANY 30 BURNT RIDGE ROAD BREAKOUT HAS BEEN OBSERVED. W W CLARUS FUSION15"":E0 THIS DESIGN SPECIFIES THE INSTALLATION OF A CLARUS FUSION �ZF450 ETU3 BEDROOM ZF450 ENHANCED TREATMENT UNIT. THE FUSION ZF 450 IS AN Z 00 COTTAGE NSF STANDARD 40 APPROVED CLASS I SYSTEM WITH A 450 GPDowc -rt UV LIGHT TREATMENT CAPACITY. GRAVITY FLOW THROUGH THE FUSIONNCONTINUES THROUGH AN ULTRA VIOLET LIGHT TO PROVIDEDISINFECTION WITH FINAL DISPERSAL INTO AN EXISTING DRY EXISTING DRYWELL WELL. A NEW PRECAST CONCRETE LID WITH ACCESS MANWAY WILL BE INSTALLED OVER THE EXISTING DRY WELL. APPROXIMATE THE COTTAGE HAS 3 BEDROOMS. A DESIGN FLOW OF 110 d 00 Z i LOCATION OF GALLONS PER BEDROOM X 3 BEDROOMS = 330 GALLONS PER N WATER LINE DAY, NO GARBAGE GRINDER. NO ADDITIONAL BEDROOMS SHALL 10� BE ADDED. Q Z o Q DRINKING WATER IS PUMPED TO THE COTTAGE FROM LAKE } L J o GEORGE. ALL OF THE SURROUNDING DWELLINGS ALSO DRAW w o 00 a POTABLE DRINKING WATER FROM LAKE GEORGE, NO DRINKING z WATER SUPPLY WELLS ARE KNOWN TO BE LOCATED WITHIN 100 w Q Y FEET FROM THE EXISTING SEPTIC DISPERSAL AREAS. 0 0 0 0 O CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE I-w U w of CL r W PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS 00 o w (n INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED U w I DOCUMENT BY THE CURRENT PROPERTY OWNER.PREPARED UNAUTHORIZED FOR HE w� Of � Z z USE Lij ALTERATION OR ADDITION OF THESE PLANS IS A VIOLATION OF a o DO Of z o W �P THE NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION w O 0' O 27209. -I� W DO w W w o O w Q : Y J < a Q W Z '.� F w 'o, REPLACEMENT SEPTIC PLAN o m o o . * r. % i NTS w o ~ w ' a o .� FILE NUMBER EEM2023-018 DATE 7-16-2023 FIGURE NO. 2 U - —----------- U�..iEb 1iS VO�.P.WSTALL ONE OEdG EXCAVATING DIMENSIONS FROM TME CGBROL PWAN W➢IE COYPR I ..._______ -I L W H I E TB2 bJ It CONTROL ww Wti ® •L _ FUSION 450 7'-i' S-8' 5'-2' 4'-4' Y-10- GND FUSION BOO 8'-3' 4'-8' 6'-2' 5'-4' 4'-10' '- aarm N - ----- --- 120 VAC L1 DISNF INCOMING N ALARM IAuc"L'tl HI^� �0M urt eaAtW POWER GND�,+ uIo ARM (� C pUT� YA Ii Em11 PWP %Aw°�AA �J � U -FOR ILLUSTRATION PURPOSES ONLY' Q REFER TO SCHEMATIC LOCATED IN HIGH WATER Th'sa a x wraouur ro PNEL SYaq � PANEL FOR INSTALLATION ALARM IFS 0 REQUIRED IN1� ReaA E xI ue Ornlo W ro Iw¢ Mn in r 'J��/��+ W L _ 7UF71IE-NOT I.I I{ �� ;iWBN f'OR(%PATTY LLJ� L BLOWER NOTES: LLo 1)DIMESIONS 7 AND'E'ARE TO THE BOTTOM OF THE INLET/DURET PIPE BLOWER FOR ZF-450 AND ZF-800 N 2)THE OVERALL HEIGHT DIMENSION-H'IS TO THE TOP OF THE NARROW O ' uEs TO Raul snNE 14O Z ADAPTER RING. NOT THE RISER UD. 3)A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE PURCHASEDa wawa u SEPARATELY. AA sOlrox uE Th x Tµ MMxAA FSOu IA4MI¢E Yn � uc W Iffi TIMM/r ro urt 00 FUSION 450 - DIMENSIONS & EXCAVATION DETAILS PANEL SCHEMATIC FUSION 450 - AIR COMPRESSOR DETAILS NTS NTS NTS Of Q In FUSION CONTROL PANEL CONTRACTORANSTALLER 0 MUST READ"FOLLOW INSTRUCTIONS OO --- -- INSTALL ONE DEDICATED 115 VOLT,20 AMP &PROCEDURES CONTAINED W 0 N gRCUIT FROM THE MAIN IN CLARUS INSTALLATION MANUAL -.. .----- ELECTRICAL.SERVICE 70 FUSION PANEL-WIRE >_ 0 VJ COMPRESSOR DIRECRY INfO CONTROL PANEL 225 W _I I-....._. -1 In INSULATE TOP OF UNIT W/ - 0(7 Z 0 -- RIDID FOAM INSULATION. r , Q� 0 --------------------------- -' DO NOT INSTALL UNDER DRIP IN OF ROUT R-8 PROTECTION REWIRED I TUFNTE BOXI F- 0 0 .................... .—_____ -INSTALL E PAD, BOX RIGID INS 'THICK)EXTEND I I vi F-W 0 W ON STONE PAD,70 PROMOTE RIGID INSULATION 12'BEYOND I PLAN NEW I DRAINAGE AWAY FROM COMPRESSOR. TANK ON ALL SIDES L______. 0 0 0 � W AIR COMPRESSOR INSULATED UD TYP. 0 W I W C) 24'x 18'x 6'THICK STONE PAD INSTALL 7HE FUSION WITH TUFTITE BOX PLACED Y �- Of Z ONE a-INCH RISER TO BRING = ON STONE PAD, TO J m THE uos TO GRADE.TYP. :f PROMOTE DRAINAGE AWAY W W z U g FROM COMPRESSOR. DO NOT W 0 m 0 -APPLY TWO BEADS OF SIUCONE SEALANT OR INSTALL UNDER DRIPUNE OF `'Z (n W BUM SEALANT FULLY AROUND EACH RISER ROOF. LL1 0 Z O J CLEANOUT SECTION PRIOR TO SECURING WITH SUPPLIED '9' J of W m L'i W SCREWS.TYP. AIR COMPRESSOR (' OUTLET PATIO BLOCKS ui LLJ Oo BUILDING SUITABLE GRANULAR MATERIAL SHALL LIJ SEWER UNE AIR UNES TO FUSION z �T BE PLACED ON THE SIDES OF THE CAPILLARY AIR LINES < g . FUSION UNIT TO BRING THE TO CONTROL PANEL L.L FUSIINJ TREATMENT UNIT SURROUNDING GROUND TO GRADE F- 0 J iz CONCRETE ANCHORING AS SHOWN WHEN STONE PAD o Z r�L.`t-PJF=V Y '` REQUIRED IN HIGH WATER TABLE AREAS. AIR LINES TO FUSION. ¢ Z w SEE FUSION OWNER'S MANUAL FOR MORE _ �j NEON VENTS THRCU H HOUSE IT. INFORMATION.CONSULT SPECIFYING OR A RO 40 PVC p m o IF HWSE IT IS NOT IN IRA/£oR ENGINEER FOR REQUIREMENTS OR APPROVED EQUAL O ¢ .A. '1 •, * E7USTN6 VENT SYSTEM IN P CE CJ O F— '.e;,,f MEET THE WILDING WOE AHO THE -TANK EXCAVATION SHALL '", FUSION MMWATURDYS EXTEND 12-18'LONGER AND Z M SEPi,REODMMENDAF1TIi7 YUST�t£ItiSTluiEnA WIDER THAN TANK. a --FUSION SHALL BE PLACED ON 6•LAYER OF WASHED T _ BROKEN STONE(1/4-1/2-0)O LEVELED TO FUSION 450 TANK FILE NUMBER WITHIN 1/8-INCH SIDE TO SIDE AND END TO END. MEASURES 85'L x 44'x 62'H EEM2023-018 rj,',Ty'.' DATE FUSION 450 - TYPICAL PROFILE AIR COMPRESSOR INSTALLATION 7-16-2023 NTS FIGURE NO. NTS U SYSTEM SPECIFICATIONS J 0' TUFTITE BOX PLACED ON Iuu1 INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN STONE PAD, TO FLEXIBLE CONNECTION PROMOTE DRAINAGE c ACCORDANCE WITH MANUFACTURES WRITTEN INSTALLATION INSTRUCTIONS TO ALLOW REMOVAL OF AWAY FROM UNIT. DO t� FOUND IN CLARUS DOCUMENT CL0056, DATED 2020. TREATMENT TANK SHALL BOX ON UNIT NOT INSTALL UNDER U BE PLACED ON 6" LAYER OF WASHED BROKEN STONE (1/4 — 1/2 INCH ELECTRICAL JUNCTION BOX NSULATETOP & SIDES 0 DIAMETER) LEVELED TO WITHIN 1/8—INCH SIDE TO SIDE AND END TO &CONDUIT TO SWITCHED OF BOX END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER THAN POWER SOURCE AT CONTROL PANEL o TANK. FUSION TANK MEASURES 7'1'1- X 3'8"W X 52"H. SUITABLE GRANULAR GRADE MATERIAL SHALL BE PLACED ON THE SIDES OF THE FUSION UNIT TO BRING --ELECTRICAL JUNCTION 7�J 'WI THE SURROUNDING GROUND TO GRADE. INSTALL THE FUSION WITH A MINIMUM BOX ON UNIT. W OF ONE 6—INCH RISER TO BRING THE LIDS TO GRADE. a z"RIGID INSULATION UNDER BOX. R8 REQUIRED z CO CONTRACTOR WILL REMOVE ROCK AS NEEDED TO INSTALL TANK SO LIDS ARE _ (—�4 FLUSH WITH FINISHED GRADE. < 4"A SCHD 40 RISER N INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT FROM z+ PIPE INsuLAnoN 0THE MAIN ELECTRICAL SERVICE TO FUSION PANEL. WIRE COMPRESSOR N ILI v DIRECTLY INTO FUSION CONTROL PANEL. WIRE ULTRA VIOLET LIGHT INTO THE 22.5' � INLET OUTLET_ BLOWER TERMINALS IN THE CONTROL PANEL. 00 °� z FUSION EFFLUENT SHALL BE PIPED THROUGH A 4" DIAMETER TUFTITE BOX; F4"O SCHD 40 TYP. ui SCHEDULE 40 PVC PIPE WITH SOLVENT—WELDED JOINTS, LAID AT MINIMUM PLAN VIEW i 3 Y GRADE OF 1/8 INCH PER FOOT THROUGH AN ULTRA VIOLET LIGHT FOR --DISINFECTION o (/) DISINFECTION. FINAL DISPERSAL WILL BE TO THE EXISTING DRY WELL. -- CHAMBER >- am z LJ 00 O w U N �00 U U W I oW U U I— of z W UV LIGHT IN BOX INSTALLATION w I- O-0mOf cr c� (n NITS w0 � � d J a-- W m W W Ld00 W 0 a V) W Of 1 (/� t— O U) o of Z N w Ix r o � y, a FILE NUMBER EEM2023-018 DATE 7-16-2023 FIGURE N0. 4 U GENERAL CONSTRUCTION NOTES J ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND ELECTRICIAN IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES m STATE CODE, AND LOCAL CODES. RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL m 0 m NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH REGULATIONS. Z:n SHALL BE CONNECTED TO THE SYSTEM. CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE o PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS ANY CURTAIN DRAINS MUST BE 20 FEET FROM THE DISPERSAL FIELD. INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED W DOCUMENTS. L/c� W LANDSCAPE — INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT DISTURBANCE TO THE EXISTING VEGETATION INCLUDING MATURE NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF Z m TREES. SOME TREE REMOVAL MAY BE NECESSARY HOWEVER, NO THE OWTS IS WARRANTED OR IMPLIED BY THE ENGINEER. — TREES SHALL BE REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. Lo ALL AREAS DISTURBED BY THIS CONSTRUCTION SHALL BE COVERED THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE Z N WITH A MINIMUM OF 4—INCHES OF TOPSOIL AND PROPERLY SEEDED PRODUCTS ONLY. USE OF ANY OTHER PRODUCTS MAY CAUSE TO GRASS AND MULCHED. PREMATURE FAILURE. (a .I SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY Lo REQUIRE REGRADING IN A YEAR. OF THE MANUFACTURE/SUPPLIER. WORKMANSHIP IS THE 00 z (/) RESPONSIBILITY OF THE INSTALLER. THE UNDERSIGNED ENGINEER SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO DOES NOT GUARANTEE OR WARRANTEE EITHER OF THE ABOVE. Y D PREVENT SOIL FROM WASHING AWAY FROM THE WORK AREA. p < O THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, z THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK PIPING, RISERS, COMPONENTS, AND LIDS SHALL BE INSTALLED 00 z (1-800-962-7962) AND HAVE THE PROPERTY OWNER LOCATE ANY WATER—TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. z O ON—SITE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION CONTRACTOR WILL RE—INSTALL ANY EQUIPMENT/COMPONENT THAT IS w L Q y - ACTIVITIES. ANY UNDERGROUND ELECTRICAL UTILITIES IN THE VICINITY NOT FOUND TO BE WATER TIGHT. TANKS SHALL BE INSTALLED AS O O z O 5 H OF THE OWTS DISPERSAL FIELD SHALL BE RELOCATED AS NEEDED AT `�0 0 O THE DISCRETION OF THE OWTS INSTALLER. NEEDED (TO BE DETERMINED BY THE INSTALLER) TO RESIST uj O O w U BUOYANCY. O cl) cD :D 0, I o w � MAINTENANCE SHALL BE PERFORMED BY ONSITE EQUIPMENT, INC. IN SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH F_� z ACCORDANCE WITH THE EQUIPMENT MANUFACTURES ENGINEER—APPROVED EQUIVALENT EQUIPMENT OR MATERIALS. w— or i.,.i RECOMMENDATIONS OUTLINED IN THE HOMEOWNER'S MANUAL (CLARUS PROPOSALS FOR PRODUCTS SEEKING APPROVED—EQUAL STATUS 0-0 m z O DOCUMENT CL0056, DATED 2020). ONSITE EQUIPMENT, INC. HAS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. w o Z O O BEEN TRAINED TO PERFORM INSTALLATION, OPERATION & W w m w U MAINTENANCE BY THE EQUIPMENT MANUFACTURE AND IS AN THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT ui � o O J AUTHORIZED SERVICE PROVIDER. PROPERTY OWNER. UNAUTHORIZED ALTERATION OR ADDITION OF o Oui THESE PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION Q LAW ARTICLE 145, SECTION 7209. o O w �nF rar,v�, Q W z L z m o S W 3 �4 FILE NUMBER EEM2023-018 DATE 7-16-2023 FIGURE NO. 5