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1.4 1.4 WASTEWATER-SEWER\APPROVE\T=olo-Holding Tank-APA-8-23-2021 RESOLUTION APPROVING RICHARD TUZZOLO'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, §136-11 which requires applicants to obtain a variance for holding tanks as the Applicant wishes to replace the existing wastewater system and install a 1,500 gallon capacity holding tank in lieu of a 3,000 gallon capacity holding tank required to serve as the sewage disposal system on property situated at 118 Seelye Road 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 Richard Tuzzolo for variances from the Sewage Disposal Ordinance to allow installation of a 1,500 gallon capacity holding tank in lieu of a 3,000 gallon capacity holding tank required to serve as the sewage disposal system on property situated at 118 Seelye Road in the Town of Queensbury and bearing Tax Map No: 227.17-2-7, 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 ect) PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518,371.9540 edpllp.com Shaping the physical en. July 27, 2021 Town of Queensbury Board of Health 742 Bay Road RECEIVED Queensbury, NY 12804 Attn: John Strough, Supervisor vLLi�JDul�Y %ERK'S OFFICE Re: Tuzzolo Residence— 118 Seeyle Road t� BOH Variance Request Dear John: Submitted for your distribution and review are nine sets of a Board of Health wastewater system variance application for a single-family residence located at 118 Seeyle Road. The Tuzzolo Residence is proposing to replace their existing wastewater system at this property and is requesting Board of Health variances for relief to use the proposed holding tank. The application documents include the following: • Proposed Wastewater Improvements For Joshua's Rock Corporation Sheet 1 Cover Sheet Sheet 2 Existing Conditions Sheet 3 Site Plan Sheet 4 Holding Tank Notes • Queensbury Town Board of Health Application for Septic Variance • Application Fee -$165 check I am available to meet with you and/or other Board members to further discuss this proposal prior to the public hearing. Thank you for your consideration of this request. Sincerely, Dennis MalcElroy Dennis MacElroy, PE Environmental Design Partnership Attachment Cc: Dave Hatin Richard Tuzzolo (rtuzzolo@gmail.com) Greg Tuzzolo (greg@tuzzolo.com) A SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ Town ofQerccna un, Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Approvals: Submittal: I (one) original &8 copies of the completed.application package Contact Information: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Property Owner's): RichardTuzzolo Owner's Agent: Environmental Design Partnership Address: 6 Wintergreen Court, Address: 900 Route 146 Clifton Park NY, Lunenburg MA 014621180 12065 Phone#: Phone#:518-371-7621 Email: rtuzzolo@gmail.com Email:nzeglen@edpllp.com,(Nick Zeglen) dmacelroy@edpllp.com(Dennis MaCelroy) cdemyer@edpllp.com(Connor DeMyer) Site Information: Site Address:118 SeeyleRdTax ID#:227.17-2-7 Directions to Site: From 9L,turn onto Cleverdale Road,turn onto Rockhurst Road,continue onto Seelye,continue to 118 Seelye 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? QYes ❑ No If No, please explain: Is the proposed system to be installed under a parking area? ❑Yes 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 Use of Holding Tank V-2 Request to use one 1,500 gallon holding tank vs the 3,000 gallon capacity required Septic Variance Application Revised January 2021 List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name 112 Seelye LLC Address 36 Liberty Street Hawthorne NY,10532 Tax Map.ID 227.17-2-8 South Name 120 Seelye LLC Address 36 Liberty Street Hawthorne NY,10532 Tax Map ID 227.17-2-6 East Name Kenneth Giordano Address 100 Nancy Street West Babylon NY,11704 Tax Map ID 227.17-1-50 West Name 120 Seelye LLC Address 36 Liberty Street Hawthorne NY,10532 Tax Map ID 227.17-2-6 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 Na e: .7�aaa5�, Owner—Signature: Date- NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) 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. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised January 2021 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: Y 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: I sample t,�-eim pho - v g fad. ft - � ,� 1+(N6. z•tMl � �F aIVA - i C- �F,�,� qY 'Ikdv:oM tti Septic Variance Application Revised January 2021 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: OWNER—PRINT NAME: OWNER—SIGNATURE: DATE / AGENT—PRINT NAME: PT,, AGENT—SIGNATURE: DATE: Septic Variance Application Revised January 2021 F17 �sycl,urn on PROPOSED SITE IMPROVEMENTS FOR THE ��;��` a '` PtG$k'N�At SITE PARCEL W J 1�9 �r1DIr�nDts TUZZOLO RESIDENCE f uj APPLICANT: `� 9 t z~ VN J RICHARD TUZZOLO SITE LOCATION 118 SEELYE ROAD ' W TOWN OF QUEENSBURY N NN N SrM LO CATION MAP cNv} _ SITE VICINITY MAP 0 0 ..AM i'—zoo' Z NOTE:ALL PROPERTIES SHOWN IN WR ZONE W Q, x 4 w Z W Q ti ^� N N c 3 UJ i ° N F 0 3 ♦♦�� } HI �tJ J j W wI Z DRAWING INDEX © N ow SHEET NO, DRAWING TITLE cL N w°� X 1 COVER SHEET O = u'O W Wzc, 2 EXISTING CONDITIONS Of Boa X 3 SITE PLAN 3 RECORD OF WORK DATE BY o J 4 HOLDING TANK NOTES URMRALTOT&C r R 4 O 0! W SCALE: > TOWN OF QUEENSBURY AS SHOWN SHEET TITLE: ' w� COVERSHEETw z SHEET NO. 1 of 4 3 MAP REFERENCE: THE PARCEL BOUNDARY, EXISTING CONDITIONS AND EXISTING TOPOGRAPHY WERE \ l g OBTAINED FROM MAP ENTIRED "MAP OF A BOUNDARY AND TOPOGRAPHIC SURVEY Lands Now or Formerly Of LANDS NOW OR FORMERLY OF RICHARD AND PATRICIA ANNE TUZZOLO"BY DARRAH LAND SURVEYING PLLC DATED MAY 20, 2021 J' WOOD FRAME 112 Seelye LLC RES[DENCE , Q Z\\ r Book 4446 Page 94 Lands Now or Formed of uj Y 227.17-2-8 �) z z y, N8556'19"E - O James and Elizabeth White 5.98' a Book J917 Page 68 92.65' a �� 227.17-2-9 N83-02'46"E N N O N -- n M W N SHED O N J �ss roLL Lu Z, ROCK 9s v J Q OklTGROP LANDSCA lN N U 2 Q EXIS7INC+ SEPTIC LOCA7tON, _:_9 77M8ERS 7.__. )( m CONTRACTOR TO REMOVE PRIOR F rti TO CONs7RU0770P U - �- KIOOD COVER \G\ N 9 _ N /I� N /29 CS U/ Lands Now or Formerly of Area=0.26±Acre N // ICI d 120 Seelye LLC 3 � LL) Book 4446 Page 98 N ti } O O 227.17-2-6 LA W WI x ARKING Mz WOOD FRAME o jf V OZ> t CAMP "� p W Z a � v x za �6 O I 0 n W STONE ETAININC WAG {.tom N J LZ WOW U ,6 O l a R = Ot Z gTC m OfITCROP O¢ '6 N870722- % LLn4L- r 1 o t21,93's RECORD OF WORK DATE BYoN o UBMIITAL TO T&C 7/27/21 CVD ----- i 0° __�. O ___- '� — - - LAKE WATER _------------'_ -L------------ SUPPLY VIA w — EASEMENT SCALE: > 1"=20' W __ -- — SHEET TITLE: ' Lands Now or Formerly of EXISTING z GRAPHIC SCALE W 120 Seelye LLC CONDITIONS a WOOD FRAME Z RESIDENCE w zo ys 10 s D zo ao eo Book 4446 Page 98 SHEET 2aOf 4 (IN FEET) 3 1 INCH = 20 FT. 227.17-2-6 VARIANCE REQUEST' I Z>> c o THE PROPOSED WASTEWATER SYSTEM FOR THE TUZZOLO RESIDENCE IS A NONCONFORMING SYSTEM Wl TH Lands Now or Formerly Of THE USE OF A HOLDING TANK,IT IS PROPOSED TO USE A 1,500 GALLON TANK VS THE 3,000 GALLON w TANK REQUIRED. THE QUEENSBURY BOARD OF HEALTH WILL BE REQUIRED FOR ME FOLLOWING: �7V-I� USE OF NOLOING TANK 112 Seelye LLC V-2: PROPOSED 1,500 GALLON HOLDING TANK VS THE 3,000 GALLON HOLDING TANK REQUIRED f '� \ - 11 Book 4446 Page 94 Lands Now or Formerly of 227.17-2-8 Z James and Elizabeth White Book J917 Page 68 92.69' i C z N83'02'46 2-97.17-2-9 ` \ N N N (:N h� O N Y ss ry f1 J Z 1,500 GALLON CONCRETE u" Lu HOLDING TANK U) -OUTCROP F- Q LANOSCA K RMBERS 4" PVC SDR-35 W BUILDLING SEWER L ~ AT}"fF(MIN SLOPE W N 2g0 r / O 3 QLands Now or Formerly of A-ea=0.265tAcre J -� U) O IL W a 12O See-lye LLC N } W Book 4446 Page 98 N ry MIN. F- 227.17-2-6 O i AEKING Wz al O pp 2 B] i o WOOD FRAME o W }} `" '^ CAMP H£AVY DUTr PusnO \ O W O m COVER BY PCLttOK STONE ETAINING HAL ' 2 } U G OR EQUAL {.t 2 LL d PLASTIC ACCESS ROCK O W wow i OUTCROP Uy a, m . w ASAPLHALTIC EK}ENSI,O BY f GO p Q POLYLOIG OR EQUAL c 0 o N870722"W INLET RECORD OF WORK DATE BY o raNK sHuroPR �1 sc A `N ��-"`s Q o ft AT ALL JOINTS BELOW UBM(ITAL TO T&C 7J27/21 CVp N UOUKI LEVEL TO BE SANI ANY WATERTIGHT AND TF£ � PRIORATO BACK WNG O� TH£SLOW£LEVEL THE W1£T P£ TANK HIGH TIC REDNPL MOAT UNTAND TH£HDG TN LAK-E LWATER D r/a• SUPPY oK VIA w s TO 12^LAYER - EASEMENT SCALE: i PEA GRAVEL OR CR 1 TT not W USHED STONE - —G y SECTION VIEW BEDDING LAYER -------------_------- _ } ,. Dursme 1 SHEET TITLE: TANK SIZE MAX LIQUID DEPTH"A"TANK DIMENSIONS-WX"C"1-0' "I" HEIGHT Lands Now or Formerly of i SQD GAL <-," s•-G"X,,._D.. ,_,G- D-," G-," VARIANCE PLAN w HOLDING TANK 12f1 Seelye LLC WOOD FRAME RESIDENCE Z NOT TO SCALE Book 4446 Page 98 SHEET NO. 227.17-2-6 3 of 4 3 a TOWN OF QUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS E A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH (9)THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50%OF iL PURSUANT TO THE VARIANCE PROIASIONS AT§9136-18 TO 136-20 OF THIS CHAPTER.[AMENDED 5-5-1997 BY L.L.NO.4-1997] THE USABLE LEVEL IN THE TANK,THE YELLOW LIGHT WILL INDICATE"TANK HIGH LEVEL"WHEN THE LEVEL OF THE HOLDING TANK REACHES 100%OF THE USABLE LEVEL IN THE TANK,THE BUZZER WILL SOUND,THE RED LIGHT WILL FLASH TO LL!, B. :NCTHE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK,THE DESIGN AND INDICATE"TANK SHLITOFF LEVEL,"AND THE SOLENOID VALVE IN THE MAIN WATER LINE WILL ENERGIZE AND CLOSE TO N TALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY NTH THE FOLLOWING SPECIFICATIONS:[AMENDED PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE.THE PUSHBUFrON WILL BE USED TO SILENCE THE BUZZER.THE 5_5_1 997 BY ILL.NO.4-1997] HO)SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES, < FLOAT SWITCHES SHALL BE DIRECT ACTING,NORMALLY OPEN,SUSPENDED,NTH BUILT—IN WEIGHT WHICH ACTUATES WHEN (1)THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK, WTHOUT OUTLETS,WITH A WATERTIGHT THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATIES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL.THE TANK SHALL ALSO BE EQUIPPED NTH A THE ACTUATION LEVEL.THE FLOAT SWTCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT NTH A PILOT DUTY OF TWO—PHASE ALARM SYSTEM.REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED.EDITOR'S NOTE: 4.5 AMPERES MINIMUM.THE CONTACT SHALL BE NORMALLY OPEN,I.E.,IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE Lu, FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER. ACTUATION LEVEL.THE FLOAT SHALL BE CHEMICAL—RESISTANT POLYPROPYLENE CASING NTH A FIRMLY BONDED ELECTRICAL CABLE PROTRUDING.ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWTCH, (2) THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN AND THE_ENTlRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT—RESISTANT UNIT,GOULD ANTICIPATED REMOVAL DATES. THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED H 1)TYPE A2 3 OR EQUIVALENT. ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES: THE FLOAT SWITCH WRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK.ALL WIRING FROM THE FLOAT SVATCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND REQUIRED MINIMUM HOLDING TANK CAPACIFIES IN ACCORDANCE WTH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES,WRING SHALL BE 3jl2AWG.TYPE THW OR THWN,CONDUCTORS IN A ONE HALF—INCH PVC CONDUIT.ONE LEVEL SWITCH SHALL BE HOLDING TANK CAPACITY REQUIRED ACTUATED WHEN THE TANK IS AT 50%OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL THE SECOND LEVEL SWITCH NUMBER OF BEDROOMS (GALLONS) SHALL BE ACTUATED WHEN THE TANK IS AT 100%OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL. 1 2,000 (12)THE CONTROL RELAYS SHALL HE GENERAL PURPOSE,120 VOLTS ALTERNATING CURRENT.WITH CONTACTS RATED FOR FIVE N 0 AMPERES CONTINUOUS.THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN,SQUARE"D"8501,TYPE RS-14.OR IL N 2 3,000 EQUIVALENT.A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED. 3 3,500 (13)THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WTH A DOMED PLASTIC LENS.THE"TANK 4 4,000 HIGH LEVEL"LIGHT LENS SHALL BE YELLOW,SQUARE"0"KPIY9 TYPE K OR EQUIVALENT.THE"TANK SHUTOFF LEVEL"UGHT N N SHALL BE SUPPLIED NTH A FLASHER AND A RED LENS,SQUARE"D"KPFlR9 TYPE K OR EQUIVALENT. 5 4,500 (14)THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT,HEAVY DUTY.ADJUSTABLE VOLUME EDWARDS ADAPTABUZZETR, LL 0:D (1) TH HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF HIGH GROUNDWATER.THUS,HIGH TYPE 340A—N5 OR EOUIVALENT. Z GROUNDWATER DETERMINATION,AS PROVIDED FOR IN APPENDIX F.EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END (15)A NORMALLY OPEN,120 VOLTS ALTERNATING CURRENT.NONILLUMINATED PUSHBUTrON SHALL BE PROVIDED-THE C F THIS CHAPTER.IS REQUIRED WTH EACH APPLICATION SUBMITTAL.WHERE HIGH GROUNDWATER CONDITIONS EXIST, PUSHBUTTON SHALL HAVE A FULL GUARD-SQUARE"ID"KRlUFS TYPE K OR EQUIVALENT. U) I < C ALCULA ON3 BY A REGISTERED ENGINEER ADDRESSING TANK FLOATA11ON AND MITIGABNG MEASURES ARE REQUIRED, 2i 1 (16)THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA I ENCLOSURE.THE ALARM LIGHTS, T BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE.ALL NECESSARY (4)HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE—HUNDRED—YEAR FLOOD LEVEL. z 0 MATERIALS SHALL BE PROVIDED,I.E.,TERMINAL BLOCKS,CONNECTORS,ETC.,TO MOUNT AND CONNECT ALL DEVICES.THIS (5) ORIZONTAL,SEPARATION DISTANCES FROM WASTEWATER SOURCES,AS PROVIDED FOR IN APPENDIX A,TABLE 1,MUST BE ENCLOSURE SHALL BE PROVIDED NTH A NAMEPLATE VATH THE FOLLOWING DESCRIPTON"HOLDING TANK LEVEL ALARM Z MET.EDITORS NOTE: APPENDIX A.TABLE 1.IS INCLUDED AT THE END OF THIS CHAPTER.THE SEPARATION DISTANCE REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS. SYSTEM."PLASTIC LAMINATED NAMEPLATES,WHITE THROUGH TO BLACK CORE,SHALL BE PROVIDED OVER EACH DEVICE.THE (6)HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS,ROADS,PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC.ALL WRING IN THE HOLDING TANK LEVEL ALARM uj BE DESIGNED TO VATHSTAND H-20 HIGHWAY LOADS.CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.A COPY OF THE SCHEMATIC AND W MANUFACTURER. SEQUENCE OF OPERATION SHALL REMAIN WTH CONTROL PANEL.THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE (71 THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE.EVIDENCE OF AGREEMENT WITH A LICENSED )LOCA ON IN THE RESIDENCE. > PRO SSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION. 07 THE SOLENOID VALVE SHALL BE A NORMALLY OPEN(ENERGIZE—TO—CLOSE)VALVE,120 VOLTS ALTERNATING CURRENT AND (8) FE SHAL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE, THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND THE HOLDING TANK SHALL BE REMOVED OR FILLED NTH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE NTH LT EDITION OF THE NATIONAL ELECTRIC CODE. INSTALLED. HE PIPE DIAMETER OF THE WATERLINE.WRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE NTH THE LATEST (18)AUL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY—FOOT RADIUS OF THE UJ NSTALLAMON. THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE TANK.[AMENDED 7-6-1998 BY LL.NO.4-19981 C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDIHON TO THE ABOVE. w N N 0 0 ED J HOLDING TANK ALARM SYSTEM: ca w 0 TANK ALERT/ALARM PANEL INITH ALS-800 SERES LEVEL SENSOR U) OWZ SPECIFICATIONS: ALARM PLACEMENT: o N ,UJ::) W 0 ALAR S AVAILABLE FOR HIGH OR LOW UQUID LEVEL WARNING WATERPROOF,UL LISTED ONE ALARM PER HOLDING TANK.ALARMS TO BE LOCATED WITHIN BUILDING INTERIOR N >.LL() -5 CABLE SPUCE KIT INCLUDED. PER ARCHITECT. W'0 z ED z LIJ VOLTAGE-- PRIMARY 120V 60 H WITH 6 Fr.LINE 0� CORD.SECONDARY 12V 60 H�. NOTES 0 CO WATTS! 6.5 WATT ALARM CONDITION. Of 1. CONTRACTOR TO VERIFY LINE VOLTAGE AT SITE. CL 0 Df ENCLOSURE: 6 in.x 4 in.x 2.5 in.(15.24cm 10 1 6cm x 6.35c m)NEMA I METAL 2, ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT RECORD OF WORK DATE IBY EN'6LOSURE ELECTRICAL KNOCKOUTS EDITION OF THE NATIONAL ELECTRICAL CODE. FOR DIRECT WIRE OPTIONS ARE 5USMffTAl_TO T&C 7/27/21 ICVD STANDARD ON THE ENCLOSURE. 3. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPUCABLE ELECTRIC AND PLUMBING CODES AT ALL TIMES DURING CONSTRUCTION. ALARM SWITCH NECTION TERMINAL. CON 1 AMP,24 VAC. 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,GRADES,PIPE INVERTS AND ELEVAMONS AND REVIEW WITH ENGINEER PRIOR TO CONSTRUCTION. < ALARM HORN: 87 DECIBELS AT 10 Fr, 5. C NTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY ALARM FLOAT: S.J. ELECTRO SYSTEMS,INC� REQUIREMENTS DURING CONSTRUCTION. SCALE: ALS-80 SERIES MULT LEVEL SWITCH(LEVEL SENSOR)BUILT TO ORDER 1/2-NPT STEM ASSHOWN STAINLESS STEEL FLOATS(2)PART NUMBER A14569 J—BOX,TO FIT 1/2"NPT MOUNTING STEM SHEET TITLE: OPTIONS:AUXILIARY DRY CONTACTS FOR REMOTE ALARM HOOK—UP. HOLDING TANK. _J NOTES SHEET NO. 4 of 4