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SEP-0550-2020 J Office Use Only SEPTIC VARIANCE Permit#: APPLICATION Permit Fee:$ rown of(La& sbury Invoice#: t>5�,a6 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Approvals: Submittal: I (one) original & 8 copies of the go- ed application package PLEASE PRINT LE I YIXPY � UDE AN EMAIL Section 1: SEP 0 6 2022 Contact Information: TOWN OF QUEENSBURY Jeffrey Holden BUILDING&CODES Environmental Design Partnership LLP Property Owner(s): Y en : g P Address: 256 Cleverdale Road Address: 900 Route 146 Clifton Park NY 12026 Queensbury NY 12804 Phone#: 518-955-8191 Phone#: 518-371-7621 Email: ]holden@roadrunner.com Email: dmacelroy@edpllp.com,cdemyer@edpllp.com Section 2: Site Information: Site Address: 256 Cleverdale Road Tax ID#: 227.13-2-6 Directions to Site: From 9L turn onto Cleverdale Road,continue for+/- 1 mile,property located on the East of Cleverdale Rd.Across from Mason Rd. Section 3: Distance from well on property to septic system (if applicable) n/a feet Section 4: Is it possible to install a conforming septic system on this property? ❑Yes Q No If YES, please explain and attach a diagram: Section 5: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ❑X Yes ❑ No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes ❑X No Section 7: 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 ZOO ft.): V-1:WASTEWATER ABSORPTION FIELD TO LAKE 68'REQUESTED VS THE I00'REQUIRED V-2:ETU TANK TO FOUNDATION 8'REQUESTED VS.THE I U REQUIRED Septic Variance Application V-3:WASTEWATER ABSORPTION FIELD TO FOUNDATION I U REQUESTED VS.THE 20'REQUIRED } Section 8: , 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 Steven M.Rosen Address 260 Cleverdale Road 226.16-1-49.11 Tax Map ID South Name Kimberly Forsyth Chamberlin Address 252 Cleverdale Road Tax Map ID 227.13-2-7 East Name Address Tax Map ID West Name Jean T.Meyer Trust Address 245 Cleverdale Road Tax Map ID 226.16-1-11 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 256 Cleverdale Road . I/We realize that putting the well, septic tank or leaching systemless than the required 100' feet from the Lake - may increase therisk of pollution. OWNER—PRINT NAME: OWNER--SIGNATURE: DATE: �1 Section 10: 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: Neigh bor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 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: A1W Aral �,� �:4=� �` � J,j� _ 'SeSthpb;t�eC�;ic�e�A� � y � t;•s ri ic'• e.ti, t �„�.�'. b p y,9,Yp:.IT.Ltr" 41, Oki yr D+ ��TT "L �g75y' 1 r I 5 �F cEfr"�i` Sato �f r at '+ ? y.RG + c f� � y. $ pglv[angra � �� � Tt:4n Cnkaa 177MLit Septic Variance Application Revised December 2021 Section 11: 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: Jeffrey Holden Designates:Environmental Design Partnership as agent regarding the Septic Variance for Holden Residence Site Address:256 Cleverdale Road Tax M a p#: 227.13-2-6 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: of AGENT—PRINT NAME: Connor DeMyer AGENT—SIGNATURE: C°v"-Lor E)W qe- DATE: gl11/2.2. 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No. 227.13-2-6 ' COUNTY, NEW YORK SEPTEMBER 1, 2022 .(518),371-7621) ! ��I ;�t'f%f�edpllp:com RI\WARREN\QUEENSBURY\CLEVERDALE ROAD\Holden\05-dwg\Detalled Plans\01-SPLN-Holden.dwg Sep 01, 2022 11,19117AM Z P r m z D -ml Z - -n m wT — P I-� wQ _ m m - � CA- n O !D r, m O M � Cn z _ n z O C �o II II m O CD m n O z D /D m cn m O z 00 m r Z Zm �m mn O z a p n C n m -� cn z m� �m z � D m -i m 0 O o z O m D z D G) ;zm W _ �u = C) rn >M z Z -i 0')z D r; z -1 Z .. m m 0 D_ r 0 c co D II O o -Dn N NICJi TI ,= r Z CO z n Om Or Um m z z G) o co 0 w w D O z D m �.. D m �C D ? OC n C— D m ZZ om �C� Tn �m X_{ c� c� z O z D r D � 5' (D �' o o o D v U)(g cD acn ;Qo n �-0 LT O (D Q _ CD cn (D % Q o : cr n .� (D cl) _Q n C7 -D T1 N -D 'D -n (D m m m Z O U) rn m cn o Z3 n PROPOSED WASTEWATER IMPROVEMENTS FOR THE HOLDEN RESIDENCE 0 0 D m 256 CLEVERDALE ROAD TOWN OF QUEENSBURY TAX MAP. No. 227.13-2-6 WARREN COUNTY, NEW YORK SEPTEMBER 1, 2022 l. 0 ®0 O G 0 �• 0 �' > -I > v � Q � 0 m O o .=t 0 3 0 v = CD CD 0 w c" CD Co n- o (CD m x o0- 0 v CD v � 0 c m 0 CD cn w co w c m v z R:\WARREN\QUEENSBURY\CLEVE Aden\05-dwq\Detailed Plans\01-SPLN_Holden,dwq Sep 01, 2022 11:19:22AM RESOLUTION.APPROVING JEFFREY HOLDEN'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 73,2022 INTRODUCED BY: Mr.Anthony Metivier I WHO MOVED ITS ADOPTION p �' SECONDED BY: Mr. Harrison Freer �f L WHEREAS, Jeffrey Holden (Applicant) filed an application for variances fr mo provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a wastewater replacement system with the: 1. Absorption field to be located 68' from Lake George in lieu of the required 100' setback; 2. ETU Tank to be located 8' from the foundation in lieu of the required 10' setback;. and 3. Absorption field to be located 10' from the foundation in lieu of the required 20' setback; on property located at 256 Cleverdale 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, September 26 h, 2022, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject properly, 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 Jeffrey Holden for variances from the Sewage Disposal Ordinance to install a wastewater replacement' system with the: 1. Absorption field to be located 68' from Lake George in lieu of the required 100' setback; 2. ETU Tank to be located 8' from.the foundation in lieu of the required 10' setback; and 3. Absorption field to be located 10' from the foundation in lieu of the required 20' setback; on property located at 256 Cleverdale Road in the Town of Queensbury and bearing Tax Map No: 227.13-2-6, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system,and BE IT FURTHER, l ,J r 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. r Duly adopted this 26th day of September,2022, by the following vote: , AYES Mr. Metivier,Mr. Freer,Mr. McNulty,Mr. Strough NOES None ABSENT: Mr. Ferone ' SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: P-oS - zovz_ Town dQuecnsbury Lam Permit Fee:$ ���MAR���2 4 20 :., Invoice#: 742 Bay Road,Queensbury,NY 12814 '�`� P:518-761-8256 www.pueensburv. Septic Variance? TOWN OF OUEENSBURY Flood Zone? P-ilb 6UILD1I�13&CODES -.. Wetlands? V-5 Reviewed By: Project Location: 256 Cleverdale Road Tax Map #: 227.13-2-6 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? .(choose one) ❑ 0 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 5 110 550 Installed? (choose one) ❑ 0 PARCEL INFORMATION: Topography Flat Rolling ❑ Steep Slope % Slope Soil Nature Sand ❑ Loam ❑ Clay ❑ Other, explain: Fine Sandy Loam Groundwater At what depth? >6' Bedrock/Impervious material At what depth? >6' Domestic Water Supply ❑ Municipal ❑ Well ❑Lake (if well or lake, water supply from any septic system absorption is 68 ft.) Percolation Test Rate: 4 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 749 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub FUJI Clean ETU CE-7 Module or equal System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System x Bed or other type:Eljen GSF Trenches 3 @ 36 LF Each(27 Total Modules. Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Jeff Holden Mailing Address, C/S/Z: 256 Cleverdale Road Queensbury NY 12804 Cell Phone: 518-955-8191 Land Line: Email: 4 ' c3$J Primary Ow olt�fcanLq a�.YOa�YI�v-►Y�C.Y.CAv►1 • n s): Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Ruben Ellsworth Contractor Trade: Excavation Mailing Address, C/S/Z: 10302 NY-149 Fort Ann NY 12827 Cell Phone: Land Line: Email: digging@ellsworthexcavating.com "Workers' Comp documentation must be submitted with this application" • Engineer(s): Name(s): Environmental Design Partnership Mailing Address, C/S/Z: 900 Route 146 Clifton Park NY 12065 Cell Phone: Land Line: 518-371-7621 x 138 Email: dmacelroy@edpllp.com,cdemyer@edpllp,com Contact Person for Compliance in regards to this project: Connor DeMyer Cell Phone: Land Line: 518-371-7621 x 138 Email: cdemyer@edpllp.com 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: Connor DeMyer SIGNATURE: _ .f/ DATE: 3/20/23 Septic Application Revised July 2022 05/26/2023 13:34 7981584 RON MUMBLO PAGE 01 COMMONWEALTH ELECTRICAL INSPECTION.5f-RVICE, IN ' Main Offieo 176 Doe Run RoAd-Munlicayn;11A 9794.4 MUNICIPAL 4E KrIFICATE - ELECTRICAL Pemit No........................................CorAID 5 0.15 0 Cut.in Carrel No.... ... ...... ........ 'Owner.................... /-�Z,17o e-/1- ..............................1111-1-........................................ .......................... Location............................................................................................................................. ................ R. InstallationConsisting of...................................... ...................................... ....... ................ iW— ....... ........................................ ...... .................................................... .......... ................... ......................................... ................................ ............. Installed By....... ....... /..................... ........LiC. N. 0................................................... The conditions rollowingomorned the issuance of certificate,and uny 6,YlifiCtii0 P.-CV41USly issued is Cancelled:- ate only covers tho cintrical cquipm�nt and in-, Opon dic i This certific. i, ks,t introduction of additional equipment or Edicrations,application be promprly omit:fheinspecrion. Inspectors of this Compimy shall have the privilcge of making.i111;pCL1i0H.-; '41 HUY li)nC. iffld if ils rtks are violated, clic Compmiy shall.have the right to revoke(Iris certificate, Date........ ................ INSPYCTOR. .................................................... e W-Inhic NY P.A.-I.A.-C-1, 2-0 2-2— FT01AEt7i� ( Lg E C 4:MAY 2 6 2023 4: MAY 2 6 2023 .hitn, OWN OF BUILDING UEENSSut�y UILDIN 6G- CODES SERVICE CONTRACT FOR THE FUJI CLEAN TREATMENT TEC IILOGY 1 f-AY 2 5 2 0-Fl) Ellsworth & Son Excavating, Inc. has been contracted by Fuji Clean US a_d heir-,Authorized;Distribdtor to rovide you with the first two years of service,maintenance,and operation as well s anR1 rrenty servicelshould=tt;be r quired. la U�;;. ,,Ir�lrs n v�1,.c,..:, This contract has been paid in full on your behalf. This contract is provided ic�.accof`danc 'viiith appligcable state and local regulations. —A This contract,entered into between Ellsworth&Son Excavating,Inc.and Jeff Holden shall be binding upon both parties in accordance with the conditions and terms set forth below: Contract Date: 5/24/23 Term of Contract: 2 years Location of Technology: property address: 256 Cleverdale Road, Queensbury, NY 12804 Model: Fujiclean CE7 Maintenance and Other Services shall consist of- a. Inspection, Maintenance, and Operation: Service Provider agrees to inspect, maintain and operate the Fuji Clean treatment system per the TN DEC and manufacturer's requirements.This includes but is not limited to the following: - two service visits per year (6-month intervals). Service visits will include performance of operation and maintenance activities detailed in the Operation and Maintenance manual; - check the sludge depth to determine the need for pumping; - inspection of the final effluent to determine proper operational performance; and - test the process parameters including but not limited to DO, pH,and turbidity to maintain proper operation; b. Service Calls: Service Provider will provide services calls within two business days. Service Provider will apply a charge for labor, travel time and shipping for any necessary replacement parts unless covered by the manufacturer's warranty. c. Completed inspection form will be submitted to local and state authorities as required. d. Contract is transferable in the event of sale of the home. The owner of the system agrees to use the system as outlined in the owner's manual.The owner also understands that any abuse of the system may void the manufacturer's warranty. Owner acknowledges that the following items can overtax the biological process of the system and shall avoid introducing dental floss, disposable diapers, kitty litter, sanitary napkins,tampons, cigarette butts, condoms and other items of similar nature. Owner acknowledges that the following can destroy the biological process and agrees to not introduce chemicals such as paints, varnishes, thinners, waste oils, photographic solutions, pesticides and excessive amounts of household chemicals into the system. The owner acknowledges that violation of these terms will void the manufacturer's warranty and may be in violation of state law. Homeowner: Date Service Provid r- Date (Authorized Agent) Please sign and return to the Service Provider whose name and address appear below: Ellsworth &Son Excavating, Inc 10302 State Route 149 Fort Ann, NY 12827 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518.371.9540 edpllp.com Shaping the physical environment May 25, 2023 D I~~; Town of Queensbury Building&Codes 742 Bay Road ?AY Queensbury, NY 12804 TOV';'. OF c�1IEE v6�11; bj, 'y Attn: John O'Brien, Director i3 i__;, I� 2 CO, �w ES Re: Holden Residence—256 Cleverdale Road Dear Mr. O'Brien: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office, reviewed and approved by the Town of Queensbury Board of Health and Town Building Department as associated with the wastewater system application, are as follows: Proposed Wastewater Improvements For The Holden Residence 256 Cleverdale Road,Town of Queensbury Septemeber 1, 2022 Sheet1- Cover Sheet Sheet 2- Existing Conditions Sheet 3- Site Plan Sheet 4- Variance Plan Sheet 5- Wastewater Details Sheet 6- Enhanced Treatment Details During the course of construction Environmental Design Partnership LLP was on the job site to observe key components of the system installation on May 23,2023.Components insepcted include, Fuji Clean ETU, Eljen GSF distribution trenches, precast concrete distribution box with speed levels. I have provided an"as- built"plan which indicates the system components locations,in accodance with the approved BOH variance and Town plans. Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Sincerely, Connor DeMyer, Project Engineer. Attachment Cc: Jeff Holden CIA 1MR LCN 7 aP . ( �ryY' ,_i n d',` i �.:CdA__ - - _ •/+ :-+ � .' -,�x�.4 .3-,. `"� r - . '°\�1 .yam 'fK al f�i SF 1-4 ' C7 ui Mv 1'''::�„y'y , 1;; Dees UXN aw DISDQ/urav I /� 11 1 f', LAM*ALS P TERA(.w"LAS �J,J lii wt.Q as�aaLLs SAL,,. i MTAL LL B 12 ; W 7 j DWELLING t r,�, •, =,1 1„ � O In W 0NZ (LPL/ a>> w 0o ... p .. � Ow WASTEWATER AS BUILT S. U I WING TIE TABLE Q LOCATION 1 LOCATION 2 DISTANCE RECORD OF WORK DATE BY ` A c 1r . M A E 33' - SCALE: ill =201 A F 40' 4 41 e c ar SHEET TITLE: GRAPHIC SCALE r"� ,` WASTEWATER r" ' a D 74' ASBUILT MAP NOTES _ 8 E 49' SHEET NO. 20 IS 10 S 0 20 40 80 THE EMSDNG•'CONOl DONS SHOWN HEREON WERE ORTAINEO NA DRONE) B F 31' (IN FEET) I _ .•'zAERIAG MAPPING FLOWN"MAY 2J 202J Ar THE TIME OF LOMPLE17ON ANI 1 of 1 DO NOT REPRESENT SURVEY ACCURATE DATA 1 INCH = 20 FT. PROPOSED WASTEWATER IMPROVEMENTS FOR THE HOLDEN RESIDENCE KAT APPLICANT: �„Yon Z ; ROCICIIURSi EFFREY HOLDEN J snE o�rsca ��--- o.--0 n 256 CLEVERDALE ROAD A, TOWN OF QUEENSBURY i N �w LOCATTo .p m -- SCAI:il9-, SITE VICINITY MAP fl Z 2 W Nam ALL Phom m am"UI WR zom (n a F- aE z Lu N W Z m O W N N N c � C G O yy Z li UjW ya � o W p }u, ZLij Q -0 z�. DRAWING INDEX o �W z a ano v SHEET NO. DRAWING TITLE p mi W°� I COVER SHEET �OWn 2 EXISTING CONDITIONS a = °o 3 SITE PLAN RECORD OF WORK DATE BY 4 VARIANCE PLAN K 10/4/22 C 5 WASTEWATER DETAILS Pose P[RM 3/13/23 a 6 ENHANCED TREATMENT DETAILS a SCALE: TOWN OF OUEENSBURY N.T.S. `, u SHEET TITLE: a COVER SHEET Q Z SHEET NO. c SOIL DATA MAP REFERENCESr \\� \\`G� THE FOLLOWING SOIL-ANALYSIS 'DATA WAS PREPARED BY THE 1) MaP Entitles "Map or a S—ymod,Pow Richard K.Berke Ems` RONMENTAL DESIGN PARTNERSHIP ON AUGUST 19TH,7022. Map Data: FeOrunary 6, 19 _ 90 \ \z ,1a Pre , pored BY. VonDueen&St—Lane Sur. —s `. 0"-12" DARK BROWN TOPSOIL MVP No. 89-4942.8 12"-I8" LIGHT BROWN nNE SANDY LOAM 48"-72" BROWN MCCIUM SANDY LOAM,SOME COBBLES 2-3" NO SIGNS QI'SEASONAL HIGH GROUNDWATER OR BEDROCK OBSERVED O"-8" DARK BROWN TOPSOIL 8 "-B4" LIGHT BROWN FINE SANDY LOAM,SOME COBBLES 2-3" NO SlCNS OF SEASONAL"CH GROUNDWATER OR BEDROCK OBSERVED PERCOLATION RATE oO STABILIZED RATE®f MIN PER INCH \ \ W q Pr— STABILIZED RATE®3 MIN AD SEC'PER INCH W N C'4W % m LL ZW � Luas £x HOUSE / z In W o W M z ~ to MASON /?014D ; 0 W n2 INTERIOR PLUMBING TO BE \ d N r- REROUTED TOWAR09 PROPOSED \ e WASTEWATER SYSTEM = m WLu a DOCK Q y a I o LLJ w n > $ r \ Q Z 0= w W cl) o 0 Q Z a o DWELL NG LAKE U)�P 2 GEORGE 0 j ''o z a _ a. O JOW m W - - bf 0 �3a DOCK c I_ RECORD OF WORK DATE BY � ILI s ` . 3/13/zz w O �rtctL to torn r g5glyt pTpyt 3/13/2] CO C N O EXISTING 1,250 GALLON SEPTIC TANK w TO BE PUMP CL RMOVED E AND SCALE: , DISPOSED OF OFFSITE IN ACCORDANCE E%ISi1NC WITH ALL LOCAL, STATE AND FEDERAL Ex HOUSE , 1 n-30' w SEEP TO BOX TO BE SEEPAGE PETS TO REGULATIONS, OR ABANDONED DISTRIBUTION EXISTING TWO Gy, ABANDONED BE ABANDONED SHEET TITLE: EXISTING CONDITIONS -- -- v Z 30 0 30 e0 SHEET NO. GRAPHIC SCALE (IN FEET) Z r WASTEWATER SYSTEM - BASIS OF DESIGN WASTEWATER ABSORPTION FIELD DESIGN REGULATORY ADTMDRITY• TOWN OF OUEENSBURY "--� THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE MTH \ 'mow DEFIC.N STANDARDS- TEWA NEW PORK STATE DEPARTMENT OF HEALTH(1ONYCRR APPENDIX 75-A), WASTER TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEM. NYSOOH APPENDIX 75A AS FOLLOWS 70WN OF OUEENSBURY ORDINANCE-CHAPTER Md. SEWERS AND SEWAGE DISPOSAL-PART 1,ON-SITE SEWAGE DISPOSAL SYSTEMS DESIGN PERCOLATION RATE v I-S MIN/IN \ \- \v]�a• `o\ PRO�' i!` nF<CRIPnON.• THE PROPOSED WASTEWATER X T EN TO SERVE THE FIVE(5)BEDROOM RESIDENCE SHALL CONSIST OF A FU.d CLEAN USA CE-7.OR EQUAL,AND TOTAL BEDROOM COUNT v 5 S EFFLUENT TO FLOW BY GRAVITY TO A DISTRIBUTION BOX THEN TO THREE ELJEN GSF TRENCHES. DESIGN FLOW v 110/GAL/OAY/BR(5)BEDROOM COUNT AND NYS DOH STANDARDS FOR POST I991 WATER SAVING F7XNRES 0 110 GALLONS PER DAY PER APPLICATIY PRO.,£CTED FLDWRA7F. BASED ON A FIVE 1I0 X$7 ON R 550 CAL/DAY /*'ry' X1_\; ATE-1.2 GAL/DAY/SF I5 \\j MMVllllll-y= BEDROOM. THE AVERAGE GAILY FLOW(ADF)15 550 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE'LOW FLOW'TYPE MANUFACTURED SINCE 1991 THEN THE REQUIRED EL✓EN TRENCH LENGTH v 104 LF FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER(NOR IS ONE RECOMMENDED)OR A HOT TUS/SPA. REQUIRED EL✓EN GSF MODULES v 26 MODULES ADDI DONAL FLOWRA7E MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART CF THE HOUSE DESIGN. DESIGNED ELJEN TRENCHES v 3 X 38'v 103 LF DESIGNED ELJEN CSF MODULES�3 X 9 v 27 MODULES z a RECOMMENDATIONS TREATMENT L/NITS A FUJI CLEAH USA M SPECIFIED TO PROVIDE ENHANCED TREATMENT CAPABILITIES. THE UNIT IS TO A INSTALLED PER MANUFACTURERS RECOMMENDATIONS LA IS SIZED FOR A S BEDROOM TREATMENT AND COMPLIES M1TH NSF 40 CERTFICATON STANDARDS THOUGH A FUJI CLEAN USA IS PROPOSED,ETU WATER SUPPLY NOTE: ' TANK COULD BE REPLACED WITH EQUAL ENHANCED TREATMENT CAPABILITIES AR<aRPnDN Elie eYg TFM: ME ABSORPTION SYSTEM IS DESIGNED AS A TYPICAL ELJEN GSF TRENCH SYSTEM Wi TH THREE(3)LATERALS AT 36 LF EACH, TOB LF TOTAL. THROUGH VISUAL FIELD INSPECTION AND TOWN RECORDS,NO EXSTING THE LATERALS TO CONSIST OF 9 ELJEN CSF MODULES EACH,27 MODULES TOTAL.EFFLUENT mu EXT THE ETU AND FLOW BY GRAVITY TO A DISTRIBU77ON BOX.FILL SOILS WELLS WITHIN 100'OF PROPOSED WASTEWATER ABSORPTION FIELD. (OUfENSBURY RED DIRT)SMALL BE IMPOR7ED TO CREATE A SUITABLE SOIL TRANSITION TO THE NATIVE SOR.ASTM C33 SAND TO BE USED IN REOUIRED AREAS, CONTRACTOR TO PROVIDE ENGINEER MTR SPECIFICATIONS FROM PIT PRIOR TO CONSTRUCTION. w fI1 N ^NN Y- Nw OZ UPWI LAKE WATER SUPPLY / N 0.F c EX HOUSE / W g W N NOTE: CONTRACTOR TO VERIFY LOCATION OF W r♦ X CO�+ EXISTING WATER SUPPLY FROM LAKE, RELOCATE v G 9 IF NEEDED AND MAINTAIN 10' SEPARATION FROM F' 4'PVC SDR 26/35 BUILDING \ NEAREST WASTEWATER COMPONENT. w Z o MASpN SEWER ®1-/Fr MIN SLOPE ETU TANK, FUJI CLEAN USA � 1�' N RpAO CE-7, OR EQUAL 0 Lu N 5ti 4' PVC SDR 26/35 EFFLUENT (L SEWER 0 J'/FT MIN SLOPE 2 rn � v �e h ) \ DISTRIBUTION BOX w a Q Y x DOCK 0 ti �. f� w �}a '� N z Q'i� Q oM 322 W W W� o ¢LU 5 BR \\\ LAKE co LU d ° O DWELLING - _ - — - _ LL GEORGE O J® >w U _ d WOW a O UZK m -- -- ----- - Q' 0 Q a DOCK 4. N RECORD OF WORK DATE IBY v rowLL..M SETS O sFpp 4 w /2 CD Lu �N.L = J i�PEX�n T6' 3/13 3/I�/23 w n � o ELJEN GSF ABSORPTION FIELD, , a° USE THREE (3) LATERALS AT E\ 36 LF EA. (9 MODULES, 27 SCALE: ; EX MOUSE MODULES TOTAL) 30' °i K LAKE WATER SUPPLY D SHEET TITLE: WASTEWATER _- PLAN so o Do LAKE WATER SUPPLY SHEET NO. I c (IN FEET) GRAPHIC SCALE 3 YAR/AN FREQUEST: rAwANces mtAwrre 9-2+-go" ME PROPOSED WASTEWATER SYSTEM FOR THE HOLDEN RESIDENCE IS A NONCONFORM(NG SYSTEM WITH \ . WITH RELIEF REWIRED TO PROPERTY LINES,RELIEF REWIRED FROM THE LAKE,RELIEF REQUIRED FROM BUILDING FOUNDARON V-1: ETU TANK T BED 70 LAKE GEORGE-BB'REQUESTED VS THE 100'REWIRED V-J- ETU TANK TO EDUTO F PONOUNDATION -IO REQUESTED VS ME 10'REWIRED V-J: ABSORP AON BED TO fWNOATION- IO'REQUESTED VS ME 10'REQUIRED A J / ul W % ° z00 LAKE WATER SUPPLY LL a Q EX HOUSE l <a z Vy W � z _ m W MASON 'DAD Q w a N 331 ,o, w w a W �h0 E p f� w Oj a Z Q o'z W oWZ v o e BR LAKE w y o u DWELLING GEORGE d °o w,, V-3 - ® V Z -so DOCK a D o 0 o - - --_ RECORD OF WORK DATE BY v u 5 aonwu[rmNc smC 1/-/ 06ppyMpy KR Ift 10/4/27 CD i J w®nlr�u To rw 3/1]/7] CD D C] r er s ryh 0 !La\ SCALE: v Ex HousE p 1"=30' u LAKE WATER SUPPLY _ SHEET TITLE: WASTEWATER VARIANCE PLAN ]o o w ED SHEET NO. (iN FEET) 4 GRAPHIC SCALE i a 4iz, 0 Z C) Z > m g C . c� 'nyE' i N � • ♦pP P pr @ y o - E � Mgl m ' g Al � n eggQ e mdoe " gg az 9 B r �x- ]'YIK q�x >� �F �s a 3c$ s�\//\//\//\ m $ � � oil /� Asa I Hid x rl> SI I 8A � 6 \� i m m a g PROPOSED WASTEWATER IMPROVEMENTS FOR THE D-I m x-.II o �— o M � _�I HOLDEN RESIDENCEcil r '� fn n EN iRONM"E.cn PITICL �SI�jJ m 56 CLEVERDALE ROAD X C �' OWN OF QUEENSBURY TAX MAP.No.227.13-2-6 Bd0 Route 146 CIiBo'ri[leek",'Now &.k—j 65 8 8 m ARREN COUNTY NEW 11R1 SEPTEMBER 1.2022(518)371-7821)J IIIIIIII//� dpllpcom Rj\WARREN\queensbury\[leverdale rood\Holden\05-dwg\deta1led plans\01-SPLN_Ho1den.dng Mor 24, 2023 10,31i33AM SCUM BAFFL B CHAMBER Volume(gal) — Q1 Sedimentation Chamber 277 urn=+ T-1D4 ® Anaerobic Filtration Chamber 278 2'-104^ 2" 2'-Dq° `y� (3 Aerobic Contact Filtration Chamber 127 ECIRCULATION Clarification Chamber 63 _ AIR LIFT PUMP Q Disinfection Chamber 4 Z= ; O _--DISINFECTION Total Volume 749 CYLINDER(OPTIONAL) 4"INLET PI 4"OUTLET PIPE SPECIFICATIONS !A Anaerobic Media PP/PE g q 4'-0- 4° © Board Type Aerobic Media PVC/PP/PE Lu �,N Aerobic Media PP/PE F Blower 2.8 cfm `�w FFLUEN® AIR LIFT PUMP U. z Z INLET BAFF MP Tank FRP© © Piping PVC/PP/PE (n 111 Q�P Access Covers Plastic/Cast Iron Z /W/♦♦ ni m Disinfectant(Optional) Chlorine Tablets W V H m LOW BAFFLE 314"AIR INTAKE W Z o RECIRCULATION PIP (CLEANING OPENING) B > FLOW OPENING(TYP 0 u N PLAN VIEW IL Q 24"ACCESS COVER — ,w 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER —DISINFECTION x v, (TYP) (T-yp) (Typ) CYLINDER(OPTIONAL) LU w LOW OPENING Q Y m z' °y a CARD TYPE I CONTACT MEDIA j s-, 0 M Z > W A m yy Q wwF a LLI O m w IX d o wow a ® O i;Za! AIR LIFT PUMP X 4, " 1 ® 4'- " RECORD OF WOR 4- K DATE BY a 8 g uur'o vrn'".°r °n` 'o/yn CD = 5� 1 IOP 3/13/23 co a 'o © Q3 3 D AEROBIC MEDIA SCALE: i N.T.S. , AERATION ASSEMBLY SHEET TITLE: ENHANCED SECTION A-A VIEW SECTION B-B VIEW REATMENT DETAIL HEET NO. �FUJI CLEAN USA CE-7 MODULE NOT TO SCALE6 7 K a Z N O a.� E) 't / _ 00' V rO V J d — y r o ON y t7l n 171 �r �t > 0� rt � It KD �t H �> > k k IX k kDLn(W d m < fD l WIA CIS Ql Ln Lu N � � 01 y 0 0 DlD CL 5. -s F � m<cn Xn0 at m 2�>mcn<> QUO+ w _ ' Z m z r - n�nD�ZjcnZ m� o m D m Z n= G� N Ca_.,..d v......� Z m r- Z —I —I ` �N l trycf) cf) r� m m z 0 rrn L7 C -< m D 0 -1 ni m 70 -'' c E� _ 't3 - 0 g z ao Z rn Pm c° ROAD oc O oD zoT cn �fw Qoy� CD o i•-z F� A(p� ��ER Y m �7 � o �I c� o cn ^'j m mWrn=. cn,�Q= m C7 m v �� Do o PROPOSED WASTEWATER IMPROVEMENTS FOR THE , z z g. or .� rno z -�F=o (T7 HOLDEN RESIDENCE Q z z Po c> i { _ (n o I-<WARREN �\V I R0 N M"ENm W A �N256 CLEVERDALE ROADTOWN OF QUEENSBURY TAX MAP. 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R10rri � CR-_ U) C g _ < cn = n �m H m m > m yo PROPOSED WASTEWATER IMPROVEMENTS FOR THE z > >� _�°�� HOLDEN RESIDENCE U) -, as o i Z r O j % 1 I'rt e 14 ��U\V\l R 0 N M'E,N Ted LSD E S 1�f r- \ P A R TAN R S rH;I IT!N N m 256 CLEVERDALE ROAD \ �.. +..�- D /� W N TOWN OF QUEENSBURY TAX MAP. No. 227.13-2-6 '9001koute 146 Clifton Palk,,' e6 irYo�k 120fi5 z o o WARREN COUNTY, NEW YORK SEPTEMBER 1, 2022 .(518),d71-7,fi21?; jfl�lt ;f/'edpllp:com RI\WARREN\oueensburv\cleverdale road\Holden\05-dwo\detailed clans\01-SPLN_Holden,dwo Mar 24, 2023 10131128AM n C) n -i 10 z o m n zz ' Oa 4 O �P ^; Z m�tn Z D Z� yv0 n El p ' z zN o P,n c Fr0�� m to oOr Wio m t7 m O m o c u r*>I ±. m g p 1-1 �1 mZn m p N ;0Z� 0 F Fl Z Z n _ O z m p z ' v no VI rn a 4 MIN. 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Yru, _ �8 j\//\ :. •. bZ n x o c f�j/1 ca _ o» 0o yo "o� $ W MYm zm �c mg o �m o a h K Ap o NZ� NNE � w %///////// ��_'" \ Cc)va a w �g c mzc �� chi �vo o \\//\O (t�#}5a�\0 Z "'x Na c t" 6 y } "' c m F noi== O n -co ZZa a [t 0 O IOam NmD va ZA�Za •, Jt1 � / C m m >or o o PROPOSED WASTEWATER IMPROVEMENTS FOR THEM c/) HOLDEN RESIDENCE m r z Cn o o �g'N\V�I R`0 N M"E/N YA-L D�E;S IlG`N� v m N 256 CLEVERDALE ROAD PART\N E err s �j TOWN OF QUEENSBURY TAX MAP. No. 227.13-2-6 '9Q0,Route'l,46'Cliftloln Park/ New _o-k-120" 0 0 WARREN COUNTY, NEW YORK SEPTEMBER 1, 2022,(518)/371-7,621 11 f11�//"1/// /, plip:com� RI\WARREN\queensbury\cleverdale road\Holden\05-dwg\detailed plans\01-SPLN-Holden,dwg Mar 24, 2023 l0131133AM V) m O z D D m m m m D m �Fr m� m D m Z Z 7 .. mm D_ r Rl\WARREN\queensbury\cteve r z m 9 05Iv ^? z z -n mm mn p0 0 z D r q z .A r m z � r 0o m D -i � T -gym m om �—{ �c� c: Oz CD �> rn -0 O O z z D r D o m o 5 m (n m c� 0 6�0 (D n m � CD r. -a c _ m cL 0 o v• � v 0 Q cn m su m n Nzr C U TI n 0 M. cn "' n --p—DI CD -- n m mmm0 m Z CT cnm m cn m m o °p2 o PROPOSED WASTEWATER IMPROVEMENTS FOR THE PEP Um go HOLDEN RESIDENCE A ;g O ,'i 7K cA o I -<WARREN 256 CLEVERDALE ROAD w NTOWN OF QUEENSBURY TAX MAP. 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