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SEP-0684-20233/4 " I P F DSF 1/2" IRF INSIDE IPF 1/2" IPF 3/4" IPF 1/2" IPF CIR F As p h a l t D r i v e W o o d D e c k S c r e e n R o o m Slate Patio Slate Planter Culvert Pipe (Buried) Type, Size, Direction Unknown 10" Drain Grate Rim=325.76 2 0 ' R i g h t - o f - W a y .CMG )GQTIG E E E E E .CMG )GQTIG *CTTKU $C[ W W W W W W W W W W W W W W W W 292176-01-S1 Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Hutchins Engineering PLLC 292176-01-S2 Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Hutchins Engineering PLLC SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: 5 -O loZzi,- 20 23 Town of Qucensbury ' '}permit Fee:$ J ; L , Invoice#: 6'1OZ 742 Bay Road,Queensbury,NY 12804 JAN 16 4624 ' l l P:518-761-8256 www.queensbury.net a { ''Septic Variance?' 1 ���, 7A TOWN OF QUEENv�YBUR FI od zone? No 1 BUILDING&CODES I Wetlands? No Reviewed By: Project Location: 9 Duncan Cove, Cleverdale - Lake George Tax Map #: 226.16-1-4 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) ❑ Q 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 4 110 440 Installed? (choose one) ❑ 0 PARCEL INFORMATION: Topography ❑■ Flat Rolling ❑ Steep Slope % Slope Soil Nature ❑ Sand ❑■ Loam ❑■ Clay ❑ Other, explain: N/A- Holding Tanks Groundwater At what depth? NSA Bedrock/Impervious material At what depth? NSA Domestic Water Supply ❑ Municipal ❑ Well ❑■ Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: NA per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size _ gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? 4,000 ; tank size 2,000 ; # of tanks 2 Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Sally Gifford, Nancy K. Geiser Irrevocable Trust, Audrey Kittredge, and Ashley Kittredge Mailing Address, C/S/Z: Sally Gifford: 76 Cambrdige Street Manchester, CT 06042 Cell Phone: Land Line: Email: sally_kitt@hotmail.com; susangeiser@comcast.net; dashakittredge@gmail:com atldreykittredgegmail.com; geiserjulie@gmail.com; stevengeiser12@gmail.com • Primary owner-Di: Name(s): (Same as Applicants) 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): Ellsworth&Son Excavating Contractor Trade: Excavation/Installation Mailing Address, C/S/Z: 76 Ellsworth Lane Ext. Lake George, NY 12845 Cell Phone: Land Line: 518-792-9246 Email: digging@ellsworthexcavating.com **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Hutchins Engineering PLLC Mailing Address, C/S/Z: 169 Haviland Rd. Queensbury, NY 12804 Cell Phone: Land Line: 518-745-0307 Email: Iwdobie@hutchinsengineering.com Contact Person for Compliance in regards to this project: Ruben Ellsworth Cell Phone: Land Line: (518)792-9246 Email: digging@ellsworthexcavating.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: Lucas W. Dobie, PE-Agent SIGNATU DATE: 1/16/24 Septic Application Revised July 2022 1 • • • mow rif- QUEENSBURY • '•g, 742 Bay Road, Queensbury,NY. 12804-5902 • • Septic System Checklist Plan toscale try Received Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and • Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) p l All wells on property and adjacent properties shown . .Water line shown Municipal or well 10'separation to any part of system Y • 'f4Setback to property lines show 10'or more for any part of system Septirtank and � pump stati ns 10'from foundation.50 from any well/lake/wetland 10'from any waterline . MASeptic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) Sept� µµ is nk sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each • /�1eech Field 20'from foundation 100'from any well 10'from water line Seepage pit 150'from•well 50'from septic tank • Seepage Pits 3-times diameter apart Septictank and pun stations over 30 gallons 50'from watercourse or wetland • ItPdistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George )(44 Leech field 100'from watercourse or wetland 44 Toe of mound or bottom of retaining wa11.10'from property line 100'from well 20'from �( Foundation 16 Provide'Engineer/Architect stampfor bed or des' design systems C-kv-��rl•z(_ S�bf-� Department of Health Approval for all mobile home park new systems Flood Plain requirements KID • 2 above established flood elevation to bottom of system • All tanks anchored or 2'above flood elevation LEek. 2-6 $` _ New York State Adirondack Park Agency na KATHY HOCHUL BARBARA RICE Governor Executive Director November 27, 2023 John O'Brien Director, Building & Codes Town of Queensbury 742 Bay Rd Queensbury, NY 12804 Re: LV2023-0092 Variance Application: Gifford/Geiser/Kittredge Town Resolution: BOH80,2023 Tax Map Number: 226.16-1-4 Dear John O'Brien: Adirondack Park Agency staff review of the above referenced variance determination has been completed. The applicant proposes to replace an exiting on-site wastewater treatment system with two (2) 2,000-gallon holding tanks. Relief is required from the Town for use of holding tanks. Based on the information presented in the record, no further Agency review is required for this variance since the project does not involve provisions of the Adirondack Park Agency Act. • Thank you for your referral of this variance determination. Sincerely, Robyn Burgess Principal Adirondack Park Local Planning Assistance Specialist cc: John Strough, Supervisor, Town of Queensbury Craig Brown, Zoning Administrator, Town of Queensbury Caroline Barber, Town Clerk, Town of Queensbury P.O.Box 99•1133 NYS Route 86•Ray Brook,NY 12977•Tel:(518)891-4050•www.apa.ny.gov `® EXI ING NEIGH RE RING • ` SIDkCE l i I WATER SUPPLY NOTE: IT IS REPUTED THAT, OTHER THAN PARCEL 227.17-1-23, ALL PARCELS SHOWN HAVE LAKE WATER SUPPLIES AND NO WELLS ARE VISIBLE WITHIN 50' OF PROPOSED HOLDING TANKS Lake Harris Bay t I /TANK, & PUMP STATION TO BE PUMPED & REMOVED RECENTLY INSTALLED PUMP TO BE CLEANED RETURNED TO OWNER I -_ 55 LFf, CONNECT TO EXIST. 4" CAST IRON HOUSE SEWER, 114" PER FT. MIN, SLOPE, INV .1 = 323.4 INV. 2 = 322.2 SUPPLY WATERLINE, MAINTAIN IV MIN. SETBACK FROM HOLDING T ANKS & W I W PIPING, PROVIDE IT' MIN, VERTICAL SEPARATION AT CROSSING FIELD VERIFY WATERLINE LOCATIONS PROP. (2) 2000 GAL 1-PIECE PRECAST CONCRETE HOLDING TANKS W ANTI -FLOATATION BASE EXTENSIONS, IN -SERIES, WITH CAST IRON FRAMES AND COVERS ON INLET & OUTLET PORTS . t ARRIERTO PREVENT VEHICULAR TRAFFIC UPON HOLDING TANKSI N 50 LF&, CONNECT TO EXIST. BLDG SEWER, 114" PER FT. MIN. SLOPE INV.1 = 325f INV. 2 = 322.2f fir ------ -- i W/W --] IAJ LOCATION± L _ J WASTEWATER INFO FR M PLAN REFERENCE 41 226.16-1-5 LANDS N/F OF ' WELLS VISTING " ROBING YIDENCE 10' P.L. S TE BACK W / Wj FROM WARREN COUNTY G1 & DE SCRIPTION- ®- 226.16-1-3 LANDS N/F OF GLENNING REVOCABLE TRUST WASTEWATER HOLDING TANKS FROM PLAN REFERENCE 5. r � � I I L-- r---r I I L-- ANY, TO BE REMOVED 226.16-1-2 LANDS N/F OF ABSOPIPT10% FIELD HANS TO BE ABANDONED + - - -`226,16-1-1 TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH APPROVAL RESOLUTION - - LANDS N/F OF PARISI RESOLUTION SETTING PUBLIC: HEARING ON RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town SEWAGE DISPOSAL VARIANCE APPLICATION OF Clerk to pohlish the Notice of N ibhc I les+ring presented at this meeting and send a copy of the GIFFORD, KITTREDGE AND GEISER FAMILIES Notice to neighbors located within 500 feet of the property as rewired by law. RESOLUTION NO.: BOIi 75, 2023 IN`Cl2oi)UCi,.013Y: Nlr. Timothy McNulty W'110 MOVED ITS ADOPTION SECONDED BY: Mr. 11arrison Freer WHEREAS, the Queensbury Town Board serves as the "±oven's Local Board of I-Icalth and is authorized by Town Code Chaptcr 136 to issue variances from the I own's On Site Sewage Disposal Ordinance, and WHEREAS, Sally Gifford, the Nancy K. Geiser Irrevocable 'il-ust. Audrey Kittredge and Ashley Kittredge (Applicants) have applied to the I.ocal Board of Health for a variance from Chapter 136, M6-11 which requires applicants to obtain a variance lot- a holding tank system. as v holding , tank the Applicants wish to replace a substutdard onsite septic ststent b, installing a h<lcu r system consisting of two (2) holding, tanks each with a 2,000 gallon capacity, thus meeting the required total capacity of 4,000 Lallons. on property located at 9 Ptuuan Cove, Cleverdalc in the Town of Queensbury. NO«', THEREFORE. BL If RESOLVED, that the I`own of Queenshury Local Board of Ilealth will ]told a public hearin, on Monday. November 20"' 2023 at 7:00 p.m. at the Queensbur} Activities Center, 742 Ray Road, Queensbury; to consider Sally Gifford. the Nancy K. Gciscr Irrevocable 'I rust. Audrey Kittredge and Ashley Kittredgc's sewage disposal variance application concerning property located at 9 DURCan Cove. CieVCrdale in the fawn ofQuccnsbury CLat N,tap No.: 220.16-1-41 and at that time all interested persons will be heard, and Duly adopted this 6"' day of November; 2023. by the following vote AYES Mr. Feronc, Mr. klcNulty. Mr. Strough. ',Mr. Freer NOLS Nonc ABSENT: Mr. Metiviet 1 Caroline 11. Barber, Town Clerk of the Town of Queenshury. Warren County. Ncw York, cto hereby certf� that I have compared the foregoing with the original resolution is listed above adopted at regular meeting of the 1 own Board of the Town of Queensbury held on the 6"' day of November, N23 at which a quorum .was present and that the same is a correct transcript therefrom and ofthe whole original thereof to date. IN WI I NI'SS I HEREOF, I have hereto set nt} hand and the SEAL of said Town o1 Queensbwy, this 8"' day of November. 20-13. SLAL SIGNED: Gn_ Caroline H. Barber. RM( Town Clerk Torn of Queenshur\ -\I N SW I I I ] I I I EXISTING 227.13-2-5 NEIGHBORING ) > LANDS N/F OF RESID LACEYVIEW LLC ENCE ) I ) ) I ) I � W/W LOCATION± I 1/2" IPF DECK 227.13-2-1- LANDS N/F OF _ --------- EXISTING - - - - PARISI I NEIGHBORING RESIDENCE I , l I I WASTEWATER INFO FROM f PLAN REFERENCE 6. I I II Shed I 3/4" IPF - I ' 227.13-2-2 - - 1 /2" IPF LANDS N/F OF '�------- - - -_ _ _ -__ - _ HANS, JAMES _ _� l 227.13-2-3 - _ 1 /2" IRF INSIDE l LANDS N/F OF IPF II MASSER j WASTEWATER HOLDING o EXISTING I I TANKS FROM PLAN NEIGHBORING �, I I j j REFERENCE 1. gESIDE�' „�( '� CE I I �.v I ll EXISTING RESIDENCE / I i Al I I Li BOUNDARY FROM Patio "I I MAP REFERENCE 1 WASTEWATER INFO FROM PLAN REFERENCE 2. \ \ II I I 10" Drain Grate Rim=325.7G EXISTING 227.17-1-23 WELL± LANDS N/F OF RUECKER FAMILY IRREVOCABLE TRUST I WASTEWATER SYSTEM PLAN I SCALE: 1 "=20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. �unn Lane I I I Slate Planter I - _ I Culvert Pipe (Buried) O5F Type, Size, Direction Unknown PLAN REFERENCES: 227.17-1-15 I 1. WASTEWATER LOCA170N FOR LANDS N/F OF MASSER FROM "WASTEWATER LANDS N/F OF RUECKER FAMILY HOLDING TANK INSTALLATION PREPARED FOR RICHARD & KAREN MASSER," IRREVOCABLE TRUST DATED AUGUST 3, 2007 LAST REVISED JUNE 2, 2008. PREPARED BY HUTCHINS ENGINEERING. PERMIT NUMBER: P20080249. 2. WASTEWATER LOCATION FOR LANDS N/F OF HANS FROM "REPLACEMENT SEWAGE DISPOSAL SYSTEM FOR THE SCHLESINGER RESIDENCE," DATED APRIL 2016. PREPARED BY RUCINSKI HALL ARCHITECTURE. PERMIT NUMBER: BOTH-000186-2016. 3. WASTEWATER LOCATION FOR LANDS N/F OF HANS FROM SEPTIC AS -BUILT DRAWING IN TOWN OF QUEENSBURY PROPERTY FILES. PERMIT NUMBER: 063-2018. 4. WASTEWATER LOCATION FOR LANDS .N/F OF WELLS FROM SEPTIC AS -BUILT DRAWING IN TOWN OF QUEENSBURY PROPERTY FILES. PERMIT NUMBER: 93- 438. 5. WASTEWATER LOCATION FOR LANDS N/F OF GLENNING FROM "STORMWATER & EROSION CONTROL PLAN CUSTOM DESIGNED FOR TED & MARGARET HANS," PREPARED BY JAMES E HUTCHINS, P.E.. PERMIT NUMBER: 91-643. 6. WASTEWATER LOCATION FOR LANDS N/F PARISI FROM "WASTEWATER SYSTEM PLAN PREPARED FOR MATT HEW PARISI," DATED NOVEMBER 29, 2022. LAST REVISED MARCH 8, 2023. PREPARED BY HUTCHINS ENGINEERING. PERMIT NUMBER: SEP-0093-2023. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND HOLDING TANK 10, 10, 50' 50' ------------- r-------------------------------- � r� �, 4�K_' LAKE I GEORGE °" I w SANDY I BAY�E. I i'"j WARNER $1i': j BAY, HARRIS �l BAY Al 1 tf 5 % j �_s t t' j t t L---------- i SITE LOCATION LOCATION MAP Dig ,Safely. NewpYork Call Before You Dig ED Wait The Required Time p Confirm Utility Response p Respect The Marks E9 Dig With Care 800.962.7962 www.digsafelynewyork.com NL1 &H5UHH000 MAP VARIANCE REQUEST SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136: SECTION 136-11 - HOLDING TANKS PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH... " - IIVS IALL (2) 2000-GAL HOLDING TANKS IN -SERIES MAP REFERENCES: 1. SOUTHEASTERLY NEIGHBORING BOUNDARY INFORMATION FROM MAP OF A TOPOGRAPHIC SURVEY MADE FOR SARAH JANE SCHLESINGER & KAREN LOUISE SCHLESINGER," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED SEPTEMBER 2, 2015. PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. 2. BASE MAP INFORMATION FROM WARREN COUNTY CIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. THIS IS NOT A FIELD SURVEY. ALL LOCATIONS ARE APPROXIMATE- CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. 226.16-1-4 SEP-0684-2023 JAN 16 2024 Gifford, Sally 9 Duncan Cove Septic Variance/Alteration TAX MAP # 226.16-1-4 CAST IRON MANHOLE COVER W/WATERTIGHT INSERT, QTY. 2 PER TANK PRECAST CONCRETE RISER,__\ \ FINISHED LAWN AREA MORTARED TO TANK COVER 12" MIN. INLET COVER OUTLET MIN. SLOPE 1/4" PER FOOT 4" PVC SCH-40 BLDG SEWER MAXIMUM LIQUID LEVEL MAINTAIN 2" MINIMUM DROP TOP TO BASE SEAM TO BE IN INVERTS BETWEEN BUTYL SEALED AND 12" WIDE 16' INLET &OUTLET PIPES EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE PERIMETER OF SEAM PRIOR TO BACKFILL EXTERIOR OF TANKS TO BE COATED WITH ASPHALT EMERSION COATING 4" PVC INLET:A-4 TEE —BAFFLE & TAILPIECE 12" OF 3/4-1-1/2" CRUSHED STONE CAST IRON MANHOLE COVER W/WATERTIGHT INSERT, QTYY, 2 PER TANK PRECAST CONCRETE RISER, — MORTARED TO TANK COVER MIN. SLOPE 1/8" PER FOOT 4" PVC SCH-40 1 �1►9bY.1��1�1 �id/Ch/1 CONNECTOR PIPE m e. HOLDING TANKS IN -SERIES DETAIL NTS EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE INSTALL FLOAT SWITCHES TO OPERATE ALARM PANEL 95% CAPACITY AT INDICATED LEVELS. (3800 GAL) WARNING ALARM / INSTALL FLOAT SWITCHES WHERE WATER SHUT DOWN ACCESSIBLE THRU RISER TO GRADE. 85% CAPACITY (3400 GAL) TANK HIGH LEVEL YELLOW LIGHT ON & WARNING ALARM HOLDING TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY PALETTE STONE CORP. ALL STRUCTURES SHALL BE PLACED ON FIRM, CRUSHED STONE BASE. HOLDING TANKS SUBJECT TO TRAFFIC /PARKING TO BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. TANKS SHALL BE OF ONE PIECE CONSTRUCTION SUCH THAT JOINTS ARE NOT LOCATED BELOW THE LIQUID LEVEL. EXTERIOR OF TANKS TO BE COATED WITH ASPHALT EMERSION COATING. BAY OIL COMPANY AQUA SAFE OR EQUIVALENT. TOP TO BASE SEAM TO BE BUTYL SEALED AND 12" WIDE EXTERIOR BUTYL WRAP TO BE PLACED AROUND THE PERIMETER OF SEAM PRIOR TO BACKFILL. Dig Safely, NewYork El Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Ej Dig With Care 800.962.7962 www.digsafelynewyork.com HOLDING TANK SIZING 4—BEDROOM RESIDENCE WATER SAVING FIXTURES — INSTALL NEW FIXTURES aS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 440 GPD NYSDOH MINIMUM SIZING — 5—DAYS DESIGN FLOW — 2200 GALS TOWN OF QUEENSBURY REQUIRED HOLDING TANKS CAPACITY — 4000 GALS — INSTALL (2) 2000 GAL PRECAST CONCRETE HOLDING TANKS IN —SERIES TO PROVIDE ADDITIONAL TIME BETWEEN PUMP OUTS 4000 GALLONS OF STORAGE TO BE PROVIDED —POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY —SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL SYSTEM MATERIAL SPECIFICATIONS BACKFILL MATERIAL BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 2" HOLDING TANK CONNECTOR PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE BETWEEN OUTLET PORTS OF TANKS. BUILDING SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. HOLDING TANK ALARM NOTES ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO, MODEL TAEZ-01HDUO, ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS: WHEN LEVEL OF TANK REACHES 85% CAPACITY, YELLOW WARNING LIGHT INDICATING "TANK HIGH LEVEL" WILL BE ACTIVATED AND AUDIBLE ALARM WILL SOUND. WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL ". SOLENOID VALVE OR EQUIVALENT ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY TO BUILDING UPON REACHING "TANK SHUTOFF LEVEL". SYSTEM WILL RESET AFTER HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. TAX MAP # 226.16-1-4 % -�'- ____—��� I I I _ _ _ _ - - - -- ,------- , - , ' ,, 1V�'j ft. �'XI IIVG ''' ` ► `'`�. GH % OINC ►: - ► I , 1. AV �� ` O ; LAKE _,,_ I ` I ,. I 7T > GEORGE SANDY 1 i I r1 ► WATER SUPPLY NOTE: .,4 1 � T BRY ,_ , LOCA ONE ► ���,� t� ► ► IT IS REFUTED THAT, OTHER THAN � jSTj1V Vi1_;"1',1'1iA, � �� ► PARCEL 227.17-1-2s, ALL PARCELS I - G > L � - W�1R�tER t � l sHDwrr HAVE WATER SUPPLIES AND t o E ) 227.13-2-5 N+ 'j ' 1 NO WELLS ARE VISIBLE W11HIN 50C\I f ' Sj� ►� �1., RABBIS r I 1 OF PROPOSED HOLDING TANKS LANDS NIF OF 1 226.16-1-5 LACEYVIEiP LLC N �' > �` BAY � �:�/ i " / I LANDS NIF OF IL r > ► � 1 p ' WELLS ' > ► '- I x 11 I. Y ,� )r1--iiiiiiiiiiiiiii-iiiiiiiiii, No so arsammorsama I � "�,�,�,,���""I�� ,'�'�"-""� � 1, I'll 1�I, � ,��Cf ­, � --� "I 'I', , IIIi ,,,��11# an 4ft�/ LocAT�oN ► - 1�111 ., ► ► , " E 4....P.m FROM 1/2" IPF �w .. WARRENL , 1I I LAKE EL.319J & L?EF�'p C1SCi .►NTY.�� _ _ „ � Ft T.,m ►- _ ,' AUG.3Q 2023 ...�„ RlPnON 'r .. �_ r III I — _ — ------ <---------- — / 1 I - - - SITE LOCATION_ __ __ � �' Y sE��K w/w� - LOCATION MAP Lake I - -�,�'ll'.1-111-1.11,111-11"TI,�'llI _ __ - � I - ".­_ _ � � � ' "_,'­�­��­ I I 11 I �­ ��" :­ _ ­­.,:� ...­ U. FIT S �/Q .t�i — ____ __ ', ,�n�_/_ !W, I ____ �'�" �" -1 I ��ti''''ppy��y - - _ l "- - �'-',,-_�-� @ / ' 2+Sff,:` O Y/ Q.i/ -/ ..-- _ :7 ,9, ,?,.,�; ,Ya,E. '"'2" �` i z_ ^'Es- 4' `�& h.III 11.. . A _ _ 9 G / y � f b� �9 N /a 1 DECK � s f I r rr�� 5 rr jgfvl Georae fv .,... 0,11,0,0 0 �{ 227.13-2-1<.,....,.... —_ ��` ate. 4. ........,. . _ k 1's _ ' , 2 __ ..::: .p I / ,.. N � wN a ---_f C...:.::;' LANDS N F OF am. . , O -, ,. m I 1 r U I "'� — _, .. 1 ' .,. EXISTING 1 -_rn w ,.,, 1 sz PARISI " ... o a -- I W — _ tk fr /BIf4 �' NEIG 0 € € HB RING - r { r - - __. w o _ l w , - _+ �, - - € yr "'..'::::_ A m RESIDENCE t ,< try ,,., --' w m u,., cnl r t 1 , ��,��g 3 3 a; 4 JC h L_—— ! ——___ ( I / "> :pit�,zie , , ,_ ­'��,�___ ' " " '' '' , - �,•- / l _ _ St Vt_...... ../­',",`�/��,',',�Y, �,­�,,� 111­11­� Harris �- -- ! ! __?", , ­­­­ ­`­, ,� _1� ,1­11 .11 ­ i1­1 " """'": .__� .�.. ,__ `�f—' W W W W W �alJ w Z' rT. h Z I // , —_. — _-_,_ _ t ! t Ifa,.�^,v s ��'�'��.C'fir , *a s -�:� a s t 11 ­1 _001 Bay i' NQTE: NO ARE LANDS ©F �, ---- ---________-_--� , , t �?T /� VISIBLE 1fITHIN 5Q ❑ l i .v GIFFORD, GEISER 1 --___ - I OF PROPOSED __ ��aa� 3 HOLDING TANKS ❑ & IffTTREDGE L € - _1 i I,-,'z_`i� " �___,, _ ��"­;',"",� a Ma we V �+•...., SaST WASTEWATER INFO FROM Asp= _ a s"' i - 1 PLAN REFERENCE 6. ` �� � � _ar_ �, e \ .. .. 10 P.L.SETgAC'"' ---... € TG €�� � , ,� ; e i K(W/W) Shed i P L ' I `GT aY�'., x .s� -e�e � 1°'l r 4 �.[s:: t aI\ / W i C�` as ,ram 5"T a?. rz /,�' - ; /./� a e w� yti Z x , Z4 I z �t i•- �� i n I / f T ,I-I-- z z11-11 ��t & QE'i�`"""E:,C�UNTY GlS 3/4 IPF � D j2 / DESCRIP]7�—~ i i I i I I t' � .�i" r' 'a�� ��N s 11,�' : _ e r _ F � N� ? _ �� �a � ���„ oUs m4f.R 226.16-1-3 � - - 1/2" IPF ' � � �sr �� � 1", 227.13-2-2 �� ���� : ��� -- , -� - - - ,,,o�. , ���. LANDS NIF OF LANDS NIF OF f--- ------- - - - _ o A�,.o. �,... . ,a GLENNING REVOCABLE �> HANS, DAMES 1 T - IAPPROXINUAKE WATE 1 4,- - 1 - - - ____ - - 1 I2 IRF 1 srrE zoCATION NEIGHBORHOOD MAP SUPPLY WATERLINE TRUST O 1 t_\ 11 1 227.13-2-3 INSIDE ` I I I I i LANDS NIF OF IPF WASTEWATER HOLDING i I I if EXjS TANKS FROM PLAN I � i i 1 1 ` MASSER N�r j , 1 I TIN 6. REFERENCE 5. 1 Q - 1 I WASTEWATER HOLDING 1 LIBORING _ 1 i3 a ING ' 11 I ; I I i , I VARIANCE REQUEST SUMMARY 1 L 1 1 TANKS FROM PLAN (2)2-000 GAL I-PIECER S I i ' I cn NEIGIIB I I I I REFERENCE 1. L�--J ___ I I 1,-,- THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY RECAST CONCRETE HOLDING TANKS Il��'1�rC ' I RESIDENCE \ I ` I I W I ANTI-FLOATATION BASE € I I I I SEWERS AND SEWAGE DISPOSAL ORDINANCE, CHAPTER 136: EXTENSIONS,IN-SERIES, --- 1 � € € € ' ' WITH POLY RISERS&COVERS 1---i P ' I © 11 i 11 I € 11 1 EXISTING � _-_P__-� I € ON INLET&OUTLET PORTS T J I *�' o J¢, €1 i €' RESIDENCE I SECTION 136-1 - HOLDING TANKS r---- 'y € I I ' 1 ! I i PART A. - "HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED 1 � I I ! I --- I I I I 11 I I If 1 1 FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH..." MOUSESEWER, ' 1 BOUNDARY FROM Slate U U I I I 1\ I MAP REFERENCE 1 Patio � - y� I INSTALL 2 2000-GAL HOLDING TANKS IN-SERIES I � � I . Q- I I WASTEWATER INFO FROM I PLAN REFERENCE 2. I � -- T T 1 VARIANCE APPROVED BY TOWN OF QUEENSBURY LOCAL BOARD __- I _ _ OF HEALTH ON NOVEMBER 6, 2023, UNDER RESOLUTION - - € BOH 75, 2023 226.16-1-2 �- 1 T LANDS NIF OF I O" Drain Grate 5late Planter I HANS ___.-__. - - �m=325.76 - — _ O1RF _._ _.--__„ I \ -f _ - - 226.16-1-1 n Lan Culvert Pipe (Buried) 10 _ _ TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH APPROVAL RESOLUTION � LANDS NIF OF _ _ Type, size, Direction Unknown PARISI EXIS7iNG 227.17-1-23 1` - - -- _ _ o� 4 RECORD DRAWING RESOLUTION SETTING PUBLIC HEARING ON RESOLVED,that the Local Board o€'Health authorizes and directs the Queensbury Town WELLt _ SEWAGE DISPOSAL VARIANCE APPLICATION OF LANDS NIF OF I I �- ` - � . C'lerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the RUECKER FAMILY — ---- — _ INSTALLATION DATE: 212912024 - 31812024 GIF'F'ORD,KITTREDGF.,AND CTEISER FAMILIES IRREVOCABLE TRUST ' 1 -�-' _ - -_____ Notice to neighbors located within 500 feet of the property as required by law, I — — — _ INSTALLED BY - ELLSWORTH & SON EXCAVATING, INC. RESOIXTION NO.: 8011 75,2023 i WASTEWATER SYSTEM PLAN I - 227.17-1-15 PLAN REFERENCES: INTRODUCED BV: Mr.Timothy McNulty Duly adopted this 6"'day of November,2023,by the following vote: 1 1 LANDS NIF OF WHO MOVED ITS ADOPTION SCALE: 1"=20' I 1. WASTEWATER LOCATION FOR LANDS NIF OF MASSER FROM "WASTEWATER RUECKER FAMILY AYES : Mr,Ferone,Mr.McNulty,Mr.Strough,Mr.Freer �_ _" �^ THOLDING TANK INSTALLATION PREPARED FOR RICHARD & KAREN MASSER," IRREVOCABLE TRUST SECONITEIi 13Y: Mr.Ilarrisott 1 rcerGRAPHIC SCALE f DATED AUGUST 3, 2007, LAST REVISED JUNE 2, 2008. PREPARED BY i NOF'S : None HUTCHINS ENGINEERING. PERMIT NUMBER: P20080249. TAX MAP # 226.16-1-4 10 0 5 10 . 40 2. WASTEWATER LOCATION FOR LANDS NIF OF HANS FROM "REPLACEMENT WI[EREAS,the Queensbury Town Board serves as the Town's local Board of Health and ABSENT-: Mr.Metivier is authorized by Town Code Chapter 136 to issue variances from the `fown's On-Site Sewage ( IN FEET SEWAGE DISPOSAL SYSTEM FOR THE SCHLESINGER RESIDENCE," DATED APRIL I, Caroline I1. Barber, 'Town Clerk of the Town o£Queensbuty, Warren County, Neyv York, do 2016. PREPARED BY RUCINSKI HALL ARCHITECTURE. PERMIT NUMBER: �� F,Safely, Disposal Ordinance,and hereby certif' that I have compared the foregoing with the original resolution as listed above CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES BOTH-000186-2016. adopted zit regular meeting ofthe Town Board of the Town of Queensbury held on the 6i'day of 3. WASTEWATER LOCATION FOR LANDS N/F OF HANS FROM SEPTIC AS—BUILT NewYork November,2023 at which a Cluorurn was present and that the same is a correct transcript therelrotn WHEREAS, Sally Gifford, the Nancy K< Geiser Irrevocable Trust, Audrey Kittredge and and of the whole original thereof to date. DRAWING IN TOWN OF QUEENSBURY PROPERTY FILES. PERMIT NUMBER: I Cali Before You Dig IN N'fTNESS"1'IILRIX}E,I have hereto set my hand and the SEAL,of said"Town of Quecrtsbury, 063-2018. IM Wait The Required Time 2 RECORD DRAWING 5/9/2024 Ashley Kittredge {Applicants) have applied to the 1-ocal Board of health for a variance from t, this 8 day of November,2023. 4. WASTEWATER LOCATION FOR LANDS NIF OF WELLS FROM SEPTIC AS-BUILT Confirm Utility Response 1 ISSUED FOR SEPTIC PERMIT 111612024 Chapter 136,U36-11 which requires applicants to obtain a variance for a holding tank system,as t M Respect The Marks DRAWING IN TOWN OF QUEENSBURY PROPERTY FILES PERMIT NUMBER: Rig with care the Applicants wish to replace a substandard onsite septic system by installing a holding tank 93-438. 800-962-7962 0 ISSUED FOR SEPTIC VARIANCE 10/25f2023 system consisting of two (2) holding tanks each with a 2,000 .,gallon capacity, thus meeting the SI'AC, SIGNED: 0,L,__,___.______Sy4T_-L�T 5. WASTEWATER LOCATION FOR LANDS NIF OF GLENNING FROM "STORMWATER & y wy NO. Revisions www.di fei ne ork.comDate— required total capacity of 4,000 gallons,on property located at 9 Duncan Cove.Cleverdale in the Caroline hl Barber,RMC EROSION CONTROL PLAN CUSTOM DESIGNED FOR TED & MARGARET HANS," Town Clerk PREPARED BY JAMES E. HUTCHINS, P.E. PERMIT NUMBER: 91-643. WASTEWATER SYSTEM PLAN "Town of Queensbury, Town of Queensbury MAP REFERENCES: 6. WASTEWATER LOCATION FOR LANDS NIF PARISI FROM "WASTEWATER SYSTEM F 1. SOUTHEASTERLY NEIGHBORING BOUNDARY INFORMATION FROM RECORD DRAWING NOTE: PLAN PREPARED FOR MATTHEW PARIS," DATED NOVEMBER 29, 2022. LAST CO , I" HOLDING TANK INSTALLATION NOW, H IERL,.'OR1 .BE ff MAP OF A TOPOGRAPHIC SURVEY MADE FOR SARAH JANE A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE REVISED MARCH 8, 2023. PREPARED BY HUTCHINS ENGINEERING. PERMIT prepared for, SCHLESINGER & KAREN LOUISE SCHLESINGER," IN THE TOWN SEVERAL TIMES DURING CONSTRUCTION AND IT IS MY NUMBER: SEP-0093-2023. Sally Gifford, Nancy K. Geiser Irrevocable Trust, Audrey Kittredge &Ashley Kittredge RESOLVED, that the '['own of Queensbury'Local Board of Health will hold a public OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL a cr7 w hearing on Monday,November 20`'',2023 at 7:Ot? l�.m at the Queensbury Activities Center, 742 SEPTEMBER 2, 2015. PREPARED BY VAN DUSEN & STEVES CONFORMANCE WITH THE APPROVED PLAN AND rH�s WASTEWATER SYSTEM SETBACK REQUIREMENTS ° 9 Duncan Cove - Cleverdale - Harris Bay 1 LAND SURVEYORS. RECORD DRAWING. FINAL TURF ESTABLISHMENT IS I Town of Queensbury, County of Warren, State of New York Bay Road,Queensbury;to consider Sally-Gifford,the Nancy K. Geiser Irrevocable Trust.Audrey ONGOING STREAM, LAKE, �� 0 t� 2. BASE MAP INFORMATION FROM WARREN COUNTY GIS, AERIAL Kittredge and Ashley Kittredge s sewage disposal variance application concerning property located PHOTOGRAPHY, AND FIELD MEASUREMENTS. 7H/S /S NOT A PROPERTY LINE HOUSE WATERCOURSE, WELL OF SSI� °` Drown: HKB/LWD Checked:LWD Scote: l"=20' Date: 7/1312023 at 9 Duncan Cove,Cleverdale in the'Town of Queensbury(fax Map No.: 226.16-1-4)and at that FIELD SURVEY. ALL LOCA71ONS ARE APPROXIMATE 5UCAS W. DOBIE, P.E. WETLAND 169 Haviland Road CONTRACTOR TO FIELD VERIFY ALL SETBACKS PR/OR TO 1912024 ALTERATION OF THIS DOCUMENT 8Y Queensbury, NY 12804 time all interested persons will be heard,and HOLDING TANK 10, 10, 50' 50' A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 292176-01-`-'t��+ 1 BBNN/NG INSTALLATION VIOLATION OF NYS EDUCATION LAW, Hutchins Engineering PLL.0 (518) 745-0308 Fox