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1.3 1.3 WASTEWATER-SEWER\APPROVE\Moriarty—Replacement-Absorption Bed Pum Clarus Tank to Lines Well Home—APA-8-23-2021 RESOLUTION APPROVING TIMOTHY MORIARTY'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12021 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Timothy Moriarty (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater treatment system with its components proposed to be located as follows: 1. absorption bed to be 88' from the neighboring well in lieu of the required 100' setback; 2. pump tank to be 4' from the property line in lieu of the required 10' setback; 3. absorption bed to be 7' from the property line in lieu of the required 10' setback; 4. absorption bed to be 2' from the property line in lieu of the required 10' setback; 5. Clarus tank to be 5' from the building foundation in lieu of the required 10' setback; and 6. absorption bed to be 10' from the building foundation in lieu of the required 20' setback; on property located at 12 Honeysuckle Lane in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, August 23rd, 2021, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Timothy Moriarty for variances from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with its components to be located as follows: 1. absorption bed to be 88' from the neighboring well in lieu of the required 100' setback; 2. pump tank to be 4' from the property line in lieu of the required 10' setback; 3. absorption bed to be 7' from the property line in lieu of the required 10' setback; 4. absorption bed to be 2' from the property line in lieu of the required 10' setback; 5. Clarus tank to be 5' from the building foundation in lieu of the required 10' setback; and 6. absorption bed to be 10' from the building foundation in lieu of the required 20' setback; on property located at 12 Honeysuckle Lane in the Town of Queensbury and bearing Tax Map No: 226.19-2-34, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 23rd day of August, 2021,by the following vote: AYES NOES ABSENT: ENVIRONMENTAL DESIGN GO PARTNERSHIP, LLP. 900 Route 146 Clifton Park, NY 12065 (P)518.371.7621 (F)518.371.9540 edpllp.com Shaping tl, Vsical environmr July 27, 2021 Town of Queensbury Board of Health 742 Bay Road Queensbury, NY 12804 ?se G Attn: John Strough, Supervisor Re: Moriarty Residence— 12 Honeysuckle Lane BOH Variance Request Dear John: Submitted for your distribution and review are nine sets of a Board of Health wastewater variance application for a single-family residence located at 12 Honeysuckle Lane. The Moriarty residence is proposing to replace their existing wastewater system at this property and is requesting Board of Health Variances for relief from certain setback requirements. The application documents include the following: • Proposed Wastewater Improvements Moriarty Residence Sheet 1 Cover Sheet Sheet 2 Existing Conditions Sheet 3 Site Plan Sheet 4 Variance Plan Sheet 5 Wastewater Details Sheet 6 Enhanced Treatment Details • Queensbury Town Board of Health Application for Septic Variance • Application Fee - $165 check I am available to meet with you and/or other Board members to further discuss this proposal prior to the public hearing. Thank you for your consideration of this request. Sincerely, Dennis MacElroy Dennis MacElroy, PE Environmental Design Partnership Attachment cc: Dave Hatin Tim Moriarty (timm9896@roadrunner.com) d Office Use Only SEPTIC VARIANCE Permit#: APPLICATION Permit Fee:$ iTbisuj Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Approvals: Submittal: 1 (one) original &8 copies of the completed application package Contact Information: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Property Owner(s): Timothy Moriarty Owner's Agent: Environmental Design Partnership Address: 12 Honeysuckle Lane Address: 900 Route 146 Clifton Park NY,12065 Lake George NY,12845 Phone#: 518-354-9698 Phone#: 518-371-7621 Email: timm9896@roadrunner.com Email: n-glen@edpllp.com,(Nick Zeglen) dmacelroy,@edpllp.com(Dennis MaCelroy) cdemyer@edpllp.com(Connor DeMyer) Site Information: 12 Honeysuckle Lane Site Address: Tax ID#: 226.19-2-34 Directions to Site: From 9L,turn onto Assembly Point Road,turn left onto Sunset Lane,Right onto Honeysuckle Lane,continue to 12 Honeysuckle Distance from well on property to septic system (if applicable) N/A feet Is it possible to install a conforming septic system on this property? ❑Yes Q No If YES, please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells &septic systems on neighboring properties? Des B No If NO, please explain: Proposed setback from neighboring weuis88' Is the proposed system to be installed under a parking area? ❑Yes 0 No. . . .Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): V-1 Absorption Bed to neighboring welt 88'vs the 100'required V-2 Pump Tank to property line 4'requested vs the 10'required V-3 Absorption Bed to property line 7'requested vs the the 10'required V-4 Absorption Bed to property line T requested vs the 10'required V-5 Clarus Tank to building foundation 5'.requested vs the 10'required V-6 Absorption Bed to building foundation 10'requested vs the 20'required Septic Variance Application Revised January 2021 -r List the names, parcel addresses,-and tax map numbers of all adjoining property owners. You may obtain this y information from the Town of Queensbury's Assessor's Office: North Name PaulLejuez Ad d reSS 7 Hickory Dr Hickory NY,10580 Tax Map ID 226.19-2-21 South Name BideAWeeLLC Add reSS 36 Liberty Street Hawthorne NY,10532 Tax M a p I D 226.19-2-35 East Name Jonathan Lejuez Address 49 Palisade Road Rye NY,10580 Ta x M a p I D 226.19-2-20 West Name Doris Hopper Address 17 Honeysuckle Lane Lake George,NY 12845 Tax Map ID 226.19-1-23 OWNER STATEMENT I/We do hereby relieve 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 system less than the required feet from the may increase the risk of pollution. Owner—Print Name: Timothy J. Moriarty Owner—Signature: 2 Date: 7/24/2021 NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and,se.pticsystem located at: I/We realize that putting the well, septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic variance Application Revised January 2021 1 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town.of Queensbury 2. A plot plan.showing:existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet. c. . Location & dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features (street,steep slopes, lakes, wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: , 1e41 r 471 PL 8`— 5 a aim OF fsr. L g�i .rrS 6 ;t4 FIFM-Of �_ nvrur�lpp C � .s �i TtrAl Cfi�et ��.rA1SIF I 3�- Septic Variance Application Revised January 2021 'f- AUTHORIZATION-AND SIGNATURE PAGE 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 OWNER is using an Agent: Owner's Name: Designates: as agent regarding the Septic Variance for Site Address: Tax Map #: Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for 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 Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please 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. Official Meeting Minutes Disclosure: 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 transcribed 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: Timothy J. Moriarty OWNER—PRINT NAME: OWNER—SIGNATURE: DATE: 7/24/2021 67 AGENT—PRINT NAME: AGENT—SIGNATURE: DATE:- 7D14 1 Septic Variance Application Revised January 2021 \ 6 —TF PROPOSED SITE IMPROVEMENTS FOR THE ESIDENCE B�PARCaRIARTY R =o _ APPLICANT: CHEMUT LANE M >2 "t d— SUE aRON �° TIM MORIARTY � z 12 HONEYSUCKLE LANE N N TOWN OF QUEENSBURY sNNw E " SITE VICINITY MAP ♦� o -zoo• � Z o sITF' i�JGATION xran U) 3cALE:1 =2Al NO1E:ALL PROPERTIES SHOWN IN WR ZONE Q L Z <2 0 z W N W ui � N � Q N - 3 0 W ; a T 13 G O `T £ f W 0 W1 cn ny Z�L w L 0 dmz� W JZ DRAWING INDEX U) _ ow SHEET NO. DRAWING TITLE D d W U,W a 1 COVER SHEET ozW .X 2 EXISTING CONDITIONS � Nod o X 3 SITE PLAN RECORD OF WORKI DATE JBY o UBMI-TAL TO T&C 7/27/21 CVD 7 4 VARIANCE PLAN 5 WASTEWATER DETAILS X 6 ENHANCED TREATMENT DETAILS N SCALE: ' TOWN OF 4UEEN5BURY AS NOTED } SHEET TITLE: a COVERSHEET e z SHEET NO. o 1 of 6 a SOIL DATA ( Z E LO ✓ THE FOLLOMNG SOIL ANALYSIS DATA WAS PREPARED BY .'�` T .ENV]RONMENTAL DESIGN PARTNERSHIP ON MAY 4TH,2021, w LAKE WATER SUPPLY - T_x Y' 'T + t. 10-36" LIGHT TOPSOIL PROM SILTY SAND l M 52` DARK FIRM SILTY SAND,SOME CLAY _ � 3 SEASONAL HIGH GROUND WATER OBSERVED I } 348 0 10" TOPSOIL 10" 40" LIGHT BROWN SILTY SAND z Z V 40" 60" DARK BROWN FIRM SILTY SAND,SOME CLAY F. NO SEASONAL HIGH GROUND WATER OBSERVED p m _ L .PERCOLATION RATE _ a 0 1- LAKE WATER h9 : PERCOLATION RATE ESTABLISHED AT A DESIGN RATE OF 6-7 MIN NCH -Jy SUPPLY VIA �_.._ 'A =, / _ Y EASEMENT _ - ,.' THE ELEVATION OF THE FIELD WILL MAKE IT AN AT GRADE W SYSTEM.PERC RATE ESTABLISHED IN UPPER HORIZON SOILS 3 f \ ' � F„ :,�G LAKE WATER SUPPLY m N A. ..,: Z Q t MORIARTY RESIDENCE W W x o CE c N ALO NEIGHBORINGc 'A.Y ., 's - 3 BEDROOM �._ r: WASTEWATER SYSTEM ` (- A Tt*k o - m ��' W U IL o G E ALO EXISTING O Prgr ( WASTEWATER SYSTEM x f' Z S W a T. -- C/ _ owz -s4e O C=! M° YSUCKLE LANE h ��� Q O Z O W �0< d G -- _ RECORD OF WORK DATE BY o L 3 �` E k L2- UBMBTAL TO T&C 7/27/21 CVO g ----- s r Y- .. e v ag 3 r SCALE: 20' z o SHEET APPROXIMATE TITLE: NEIGHBORING It GRAPHIC SCALE TEXISTING .g WELL LOCATION z CONDITIONS Yx o rlfi I 20 15 10 5 0 20 40 BO Z (IN FEET) SHEET NO. 1 INCH = 20 FT. 2 of 6 '-„' �.. t �� `'•. ��E LAKE WATER SUPPLY �V d \}� x Li Z Z= U h Q 'J j % LAKE WATER aM NOTE: SUPPLY VIA 3°9 �Y Z FOR VARIANCE SETBACKS, EASEMENT REFER TO SHEET 4 MO NN 0)N LAKE WATER SUPPLY N V d I- o MORIARTY RESIDENCE W w r 4" PVC SEWER BEDROOM 3 BUILDLING SEWER AT ��----`'�,� � 5 }"/FT MIN SLOPE yo W � 5 CLARUS FUSION ETU > m O U, a T 1 W RAISED ABSORPTION BED -12° PUMP TANK WITH SALCOR 3G UV I Q. ° �— g5a LIGHT SYSTEM WITH SIMPLEX PUMP STONE WITH PRESSURIZED O �^ ASSEMBLY AND TIME-DOSE CONTROL PANEL DISTRIBUTION VIA 1 J" PERFORATED PVC PIPE z J v III O W d'ti I- O v you 50 U z>- W JZ> w CIDcYi W sa/ d �nCTOa U rn STONE RETAINING WALL aYSUCKLE LANE oz W a oZ( � =0 a a_ N I-'S i 0 RECORD OF WORK DATE BY o 1.5" PVC FORCE MAIN UBMUAL TO T&C 7/27/21 c 3 N SCALE: w o -20' ! APPROXIMATE ! SHEET TITLE: f NEIGHBORING ! GRAPHIC SCALE ti WELL LOCATION SITE PLAN W r 20 15 10 5 O 20 40 80 Z (IN FEET) SHEET NO. 1 INCH = 20 1 3 Of 6 3 l Z \ E VARIANCE REQUEST" '1 E THE PROPOSED LOCATION OF THE NEW ABSORPTION FIELD AREA WILL 8E POPROP R SO THAT IT WILL _ W J a NOT BE IN CONFORMANCE WITH THE SETBACK STANDARD TO AN ADJACENT PROPERTY SETBACK TO EXISTMG ADJACENT WELL, THE QUEENSBURY BOARD OF HEALTH WILL SIT REQUIRED FOR THE FO l FOLLOWING: V-1: ABSORPTION BED TO NEIGHBORING WELL-88'REQUESTED VS. THE 100'REOUIRED 1 ~l Z a _ -.3f8 V-2: PUMP TANK TO PROPERTY LINE-4"REQUESTED VS. THE 10"REQUIRED Y-3: ABSORPTION BED TO PROPERTY LINE-V'REQUESTED VS. THE 10'REQUIRED V-4: ABSORPTION BED TO PROPERTY DINE-2"REQUESTED VS. THE 10"REQUIRED V-8: CLARUS TANK TO BUILDING FOVNDA7)ON-5'REOVES7E0 VS. THE i0'REQUIRED V-6, ABSORPRON BED TO BUILDING FOUNDARON- 10'REQUESTED VS. THE 20'REQUIRED .� y^ M N N O N �N W N J a 2 Z `o !L/ o Ilj r Q Fu Z o MORIARTY RE5! E CE Lu UJ N 3 BEDRO M �/ Q yo 49' W S da (� W rOr V_8 ' V-5o "- C O �35( z fv­41 2' � # ,eP O ^ W >- "I fi Q o VJ -- -- W Q JZ 348 LL �ooA YSUCKLE LANE Z o W 0 V,1 D> i> o RECORD OF WORK DATE BY o 8M0TAL To T&c 7/27/21 GVD rvJ 3 SCALE: v 1" =20' SHEET TITLE: GRAPHIC SCALE h VARIANCE PLAN w a 20 15 10 5 0 200 40 80 Z (IN FEET) SHEET NO. NCH = 20 FT. 4 of 6 WASTEWATER BASIS OF DESIGN I, I I I. ` Z DESIGN FLOW: 3 BEDROOMS 3 X 110 GRIT=330 GPD 10'X 32' - ENHANCED TREATMENT STONE BED \ WFJ Ip UNIT(ETU): GLARUS FUSION 45D J T` i a S PUMP TANK ASSEMBLY: SIMPLEX EFFLUENT PUMP(COULD MODEL 3885)&BALCOR 3-G UV UNIT IN 1000 GALLON CONCRETE PUMP TANK WITH TIME DOSE CONTROL PANEL(SJE RHOMBUS-IFS SERIES) DISRTIBtfRON I)J t• '\ CONTROL PANEL TO BE LOCATED INSIDE OR OUTSIDE HOUSE BASED ON MANIFOLD / OWNER PREFERENCE. I l UJ tU FROM PUMP '`1 '� /-TANK Z"z ABSORPTION FIELDS: THE PUMP WILL DISCHARGE MA A FORCE MAIN TO A ABSORPTION BED w FOR DISPERSAL.ABSORPTION FIELD WALL BE IN A BED CONFIGURATION _ ApDOtONAL LATERALS r `r.� WITH AN AREA OF 320 SF(10'%32'MIN.).DISTRIBUTION TO THE BED R WILL BE BY SMALL DIAMETER LATERALS UNDER PRESSURE ��^_^ Q OISTRIBUTON.LATERAL PIPING.ORIFICE SIZING AND SPACING,TO BE DETERMINED BY DESIGN ENGINEER. CL Ll EXTEND 1 FF, TYE. Rolm d PLAN VIEW M NNN N =1"'.."UNWA m 57H0.,� Atny LAYER OF FILTER FABRIC steam aM.t cuoE pa smol,owlet uom uo-m N Y LATERAL PIPE SIZING, ORIFICE DIAMETER AND BACKFlLL 12"t ONJ faau rx5t¢Aw mw ire Na.a+raur m ps atmin�e w eex urxx'.cnema SPACING TO BE DETERMINED 2" Lu.L a D q _ BY DESIGN ENGINEER Z' N •<-'� vc xN p0�' tvn poaw Ago g nORIFICES TO BE AT TOP OF PIPE WITH 12"OF STONE I- 7 Q o ,x{ ORIFICE SHIELD sT ttiws>tl[Rvnrxs _ (3/4"TO 1-1 f2'OIA z iac wxx �'�m' -WSTALL ONE ORIFICE AT PIPE BOTTOM W X o �'(Nnisruw�.sslmN+nT �R¢o FOR DRNNING Q pNc)tOIX.pM,kIX-N-.�1 N SECTION VIEW > 3 nrx ��r - I AL9 Etn>«r Lr�m Niaoln t� I 3' GROUND WATER(MIN.) 3'TO MPERVIOUS LAYER(MIN.) O � RN Yz 0 ABSQRPTIQN BED 0 U a N� T NDT Tp SCALE i y.NR rlu /4. s NAtXY.,ImoNRNIX G CC FT L I Y I- °I'- wsow«c ne sslw wet a�L vA.�e Aw Trs Ac pN � � A mN .n" N�R. �a�ER Oo aamee'set r rt W}3 'ul vJ Z?W a �� vaFs trcpd Q /—\SIMPLEX PUMP PIT W Q W Z>" �ZF G Nor Ta scALE O O LU Z) *' O SAICOft 3-G UNIT CONTROL BOX ss }" C) CONDUR TO CONTROL D PANEL W/INDICATORS Izi ti�e.rJay. �p�c O O Z 1 >> TO DISINFECTED WASTE TO om'reIc 6I. T>Q T FIELD C N�y�i 4'PVC 11 O — RECORD OF WORK DATE BY o INFLUENT FROM (IIIII II ' USMRTAL TO TWO 7/27/21 CVO j OLARus TANK `�'�` �I—III—III—III III—III—III—III—I I III—III III yl I I—III III—I _ e` I I=1 I I—I 11=III—III—I i i �-1 11-1_I I III—I 11=1 I I— '1=1 11=1 I ICI I I- "OUGHT UNIT SHALL 1Y U HAVE AUDIBLE AND -)(�- SCALE: v U.V.LAMP IN QUARTZ TUBE t Y m 1 F'sm�t7 TH TEFLDN COATING INSIDE VISUAL ALARMS AT THE - - RpaacK AS NOTED SUPPORT FRAME WITH CONTROL PANEL CASKET LoonnoN WASTEWATER SECTION A—A SHEET TITLE: NOT TO SCALE N PUMP TANK WITH SALCOR UNIT EFFLUENT PUMP PER....R. WW DETAILS w INSIDE TANK SEE SIMPLEX PUMP PR DETAIL d Z PUMP TANK WITH UV UNIT INSIDE SHEET No. NCIT Tp SCALE 5 of 6 0 .i\• y N R11 WI `oza wsrru oNE oeacrEa �i,� � y;ar vxT zo AMP � 31 i. FUSION CONTROL PANEL CONTRACTOR/INSTALLER INSTALL ONE DEDICATED 115 VOLT,20 AMP ISOLATED MUST READ&FOLLOW INSTRUCTIONS ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE &PROCEDURES CONTAINED IN CLARUS INSTALLATION MANUAL. LU TO FUSION PANEL. INSTALL A GROUND FAULT rxn INTERRUPTER(GFI)EXTERIOR OUTLET INSIDE THE RISER ^� Z Z`0 - DWELLING ® WHERE THE COMPRESSOR IS LOCATED. INSULATE TOP OF UNIT W/ �v rm �� r RIGID FOAM INSULATION. "ti 00 NOT INSTALL UNDER DRIPLINE OF ROOF. R-8 PROTECTION REQUIRED INSTALL TUFTITE BOX MINIMUM.EXTEND RIGID ON STONE PAD,TO PROMOTE IN 12"BEYOND sNaxR FaR ansnr ;'-` >,a 'O'm DRAINAGE AWAY FROM COMPRESSOR. TANK ON ALL SIDES Z •- AIR COMPRESSOR INSULATED LID TYP. 24"x 18"x 6"THICK STONE PAD INSTALL THE FUSION WITH ® M ND ONE 6-INCH RISER TO BRING THE LIDS TO GRADE.TYP. N N AIR LINES TO FUSIIXJ - 3/4'0 SOD 40 PVC APPLY TWO BEADS OF SILICONE SEALANT OR APPROVED EWAL OD FULLY AROUND EACH RISER SECTION PRIOR IN CLEANOUT TO SECURING WITH SUPPLIED SCREWS.TYP. W N U O —�-TO PUMP TANK Zcii ,n BUILDING SUITABLE GRANULAR MATERIAL SHALL ItuFnrE eox L Q In_ II PLAN HEW 1— SEWER LINE AIR LINES TO FUSION t BE PLACED ON THE SIDES OF THE o 3/4"0 SCD 40 PVC FUSION UNIT TO BRING THE FUSION TREATMENT UNIT SURROUNDING GROUND TO GRADE. N OR APPROVED EQUAL r T11Fn1E sox PLACED ON STONE PAD,TO ---- ---- - -- - CONCRETE ANCHORING AS SHOWN WHEN F- --- PftOMOD DRAINAGE AWAY FUSION VENTS THROUGH HOUSE VENT.IF HOUSE REQUIRED IN HIGH WATER TABLE AREAS. FROM coMPRESSOR.Do NOT © a SEE FUSION OWNER'S MANUAL FOR MORE STALL UNDER ORPt1NE OF VENT IS NOT IN PLACE OR EXISTING VENT SYSTEM OOF. I'IINFORMATION.CONSULT SPECIFYING wDOES NOT MEET 7HE BUILDING CODE AND THE FUSION AIR GOMPRESSIXiENGINEER FOR REQUIREMENTS MANUFATURER'S RECOMMENDATION&REQUIREMENTS JR PAID BLOCKS A SEPARATE VENT MUST BE INSTALLED TANK EXCAVATION SHALL EXTEND 12-18"LONGER AND WIDER THAN CAPILLARY NR UNES O � TANK. To CONTROL PANEL 0/yI a FUSION SHALL BE PLACED ON 6'LAYER OF WASHED sWNE PAO wn U a BROKEN STONE(1/4-1/2"0)®LEVELED TO FUSION 450 TANK MEASURES AIR uDES TO FUSION. n WTHIN i/8-INCH SIDE TO SIDE AND END TO END. 85'L x 44'x 62'H 3/4'9 SCOW PVC OR APPROVED EWAL i O CLARUS FUSION 450 DELAILSW NDT TO SCALE L r L 0 o Z�W o Q dmZ d w Wz w n F vJ Y WZ o O o 0 v 0 Ll >-oo a W W a M LL 5O}0 LL L O RECORD OF WORK DATE BY o USMITTAL TO T&C 7/27/21 CVO gj N L tl J OV y 1 U PoLYftSN aR�G�s SCALE: v AS NOTED m rueira �xP�To R�LP°'° SHEET TITLE: Ax ro Ns�+ D ro ENHANCED FUSION 450 & UV UNIT WIRING DET AIL w NOT TO SCALE TREATMENT Z SHEET NO. 6 of 6