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SEP-0130-2023 FILE COPY Office Use Only SEPTIC VARIANCE permit it: 91� - 202.5 APPLICATION Permit Fee:$ b`D Town ar( cirr7iirn �/t Invoice#: d �J 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Approvals: Pr—Cl — 20 2-1 Submittal: 1 (one) original &8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): Gary & Kimberly Glomb Owner's Agent: Hutchins Engineering PLLC Address: 121 Griffith Drive Address: 169 Haviland Road Whippany, NJ 07981 Queensbury, NY 12804 • Phone#: Phone#: 518-745-0307 Email: Email: thutchins@hutchinsengineering.com Section 2: Site Information: Site Address: 66 Rockhurst Road Tax ID#: 227.13-2-49 Directions to Site:. from route NY-9L,turn left onto Cleverdale Rd(.8 miles);right onto Rockhurst Rd.(.2 miles);destination on left(.3 miles) Section 3: Distance from well on property to septic system(if applicable) NSA feet • Secti n 4: s I .�. Is it possible to install a conforming septic system on this property? ❑Yes ❑� No If YES, please explain and attach a diagram: .` `.A �' i u Section 5: � i 1 i Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ❑Yes ❑No If NO, please explain: R@ Section 6: Is the proposed system to be installed under a parking area? Yes ❑ 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 100 ft.): Install holding tank: tank 5'from front property line instead of required 10' Tank 2' from side property line instead of required 10' Septic Variance Application Revised December 2021 Tank 2, from building instead of required 10, Install 1,500 gallon holding tank in lieu of required 3,000 gal. holding tank as per 136-11A 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' Thomas P. Barber Address 68 Rockhurst Rd. Tax Map ID 227.13-2-48 • South Name Laura M. Springer Address 64 Rockhurst Rd. Tax Map ID 227.13-2-50 East Name Lake George Address Tax Map ID. West Name Mary McCoslin Address 65 Rockhurst Rd. Tax Map ID . 227.13-2-30 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 66 Rockhurst Rd . I/We realize that putting the well,septic tank or leaching system less than the required 10 feet from the building may increase the risk of pollution. Owner—Print Name: Gary or Kimberly Glomb Owner—Signature: ^r J /_ Date: 3���1 1" J 01, 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: Neighbor/Tenant-Signature: Date: 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: Gary or Kimberly Glomb Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 66 Rockhurst Road Tax Map#: 227.13-2-49 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: Gary or Kimberly Glomb OWNER—SIGNATURE: ,AAn1. -r2N v DATE: J)�.�1 AGENT—PRINT NAME: G homas Hutchins, P.E. AGENT—SIGNATURE: • \�-�-- DATE: ( a2� t t Septic Variance Application Revised December 2021 —LA _S79"0p'00 "E PAINING WALL C � I N79-00. SHED' 0 N,� LANDS NIP OF SPRINGER —LAKE WATER SUPPLY — WASTEWATER SYSTEM PLAN SCALE. 1"=10' GRAPHIC SCALE 5 0 2.5 5 10 20 60 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. FINISHED GRAVEL CAST IRON MANHOLE COVER PARKING AREA, W/WATERTIGHT INSERT, QTY. 2 12" ITEM-4 GRAVEL PRECAST CONCRETE RISER 4" PVC SDR-26 HOUSE SEWER MIN. SLOPE 114" PER FOOT T16" AT INDICATED LEVELS INSTALL FLOAT SWITCHES WHERE ACCESSIBLE THRU RISER 1,500 GAL HEAVY DUTY — TRAFFIC RATED PRECAST CONCRETE HOLDING TANK 12" GRAVEL OR-1 314-1-112" STONE HOLDING TANK DETAIL EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE NEXT TO ELECTRICAL PANEL. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY. 957. CAPACITY (1425 GAL) WARNING/SHUT DOWN 857a CAPACITY ALARM ON (1275 GAL) HIGH LEVEL ALARM ON 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. OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT GRAVEL OR STONE BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. SCALE: NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. WASTEWATER SYSTEM DESIGN 2—BEDROOM DESIGN WATER SAVING FIXTURES — REPLACE EXIST. FIXTURES AS NEEDED (1.6 GPF MAX FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 220 GPD HOLDING TANK DESIGN NYSDOH SIZING — 5—DAYS DESIGN FLOW — 1,100 GALS TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: 3, 000 GAL — § 136-11 B. (2) INSTALL 1500 GAL PRECAST CONCRETE HOLDING TANK POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY — RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL HOLDING TANK ALARM NOTES ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS: WHEN LEVEL OF TANK REACHES 507. CAPACITY, ALARM WILL INDICATE 'TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY 7S REQUIRED AFTER INSTALLATION. ELECTRICAL INSPEC71ON SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL BACKFILL MATERIAL BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 1 ". VARIANCE SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: • HOLDING TANK INSTALLATION — §136-11 A. INSTALL 1,500 GALLON WASTEWATER HOLDING TANK — IN LIEU OF REQUIRED 3,000 GALLON HOLDING TANK SETBACK REQUIREMENTS • HOLDING TANK INSTALLATION AREA TO FRONT PROPERTY LINE 10' REQUIRED 5' PROPOSED 5' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO SIDE PROPERTY LINE 10' REQUIRED 2' PROPOSED 8' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO HOUSE 10' REQUIRED 2' PROPOSED 8' RELIEF REQUESTED MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR KKJ ROCKHURST, LLC, " IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED JUNE 15, 2020. PREPARED BY RUSSELL E. HOWARD LICENSED LAND SURVEYING. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND HOLDING TANK 10' 10' 50, S0' Dig 04 Safely. NewPffork ® Call Before You Dig 13 Wait The Required Time E9 Confirm Utility Response ® Respe43 The Marks ® Dig Wiih Care 800-962.7962 www.digsafelynewyork.com SITE LOCATION LOCATION MAP 227.13-2-49 SEP-0130-2023 Glomb, Gary & Kimberly 66 Rockhurst Rd Septic Variance/Alteration TAX MAP # 227.13-2-49 RESOLUTION APPROVING GARY AND KIMBERLY GLOMB'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES • RESOLUTION NO.: BOH 27,2023 INTRODUCED BY: Mr. George Ferone WHO MOVED ITS ADOPTION SECONDED BY: Mr. Timothy McNulty WHEREAS, Gary and Kimberly Glomb (Applicants) 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 a holding tank, and a variance from§136- 11A as the Applicants wish to install a 1,500 gallon capacity holding tank in lieu of the required 3,000 gallon capacity holding tank, and WHEREAS,the Applicants also applied for additional variances from Chapter 136 to allow placement of the holding tank: 1. 5' from the front property line in lieu of the required 10' setback; 2. 2' from the side property line in lieu of the required 10' setback; and 3. 2' from the building in lieu of the required 10' setback; on property located at 66 Rockhurst 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,April 17th,2023, 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 Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Gary and Kimberly Glomb for variances from the Sewage Disposal Ordinance to allow installation of a 1,500 • gallon capacity holding tank in lieu of the required 3,000 gallon capacity holding tank with placement of the holding tank: 1. 5' from the front property line in lieu of the required 10' setback; 2. 2' from the side property line in lieu of the required 10' setback; and 3. 2' from the building in lieu of the required 10' setback; on property located at 66 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: 227.13-2-49, and BE IT FURTHER, RESOLVED; that the Town Board authorizes and directs the Town Clerk to forward by pi _ s 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 17th day of April,2023,by the following vote: AYES : Mr. Ferone,Mr.McNulty,Mr. Strough,Mr. Freer NOES : None ABSENT: Mr. Metivier SEPTIC DISPOSAL PERMIT Office Use Only 01-5 ..2©Zak „. ...,_,. , APPLICATION Permit#: .. Town of Queensbury O d -q-, Permit Fee:$ c<,5 ( Invoice#: (p 0 gt5/ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Septic Variance? E-S-111v61-k Flood Zone? No TOWN OF C213 �i sSb4!R I Wetlands? No Reviewed By: Project Location: R�.1lL�IS�G ;CO�� 66 Rockh rst f3Qad. --- Tax Map #: 227.13-2-49 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 2 110 220 Installed? (choose one) ❑ 0 PARCEL INFORMATION: Topography ■❑ Flat Rolling ❑ Steep Slope % Slope Soil Nature ❑ Sand ❑ Loam n Clay n Other, explain: N/A- Holding Tank Groundwater At what depth? N/A Bedrock/Impervious material At what depth?.NM Domestic Water Supply ❑ Municipal ❑ Well *Lake (if well or lake, water supply from any septic system absorption is 63 ft.) Percolation Test Rate: N/A 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? 3,000 ; tank size 1,500 ; # of tanks 1 Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Gary&Kimberly Glomb Mailing Address, C/S/Z: 121 Griffith Drive Whippany; NJ 07981 Cell Phone:-973-7693983. Land Line: Email: • Primary Owner(s): 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 and Son Excavating Contractor Trade: Excavation/Septic 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 Road Queensbury, NY 12804 Cell Phone: Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com Contact Person for Compliance in regards to this project: Tom Hutchins Cell Phone: Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.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: G.Thomas Hutchins,Agent SIGNATURE: DATE: 5/5/23 Septic Application Revised July 2022 130--71-0-'2:2) lit TOWN OF Q UEENSB URY � �. 742 Bay Road, Queensbur}/, NY. 12804-5902 Septic System Checklist ¶ orz__ r1:5-: /LI Plan to scale ��zs c� �4_ N 1 eceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and d Architects) v All wells on property and adjacent properties shown ` Water line shown Municipal or well 10'separation to any part of system ) etback to property lines show 10'or more for any part of system rZ--5ic-- 1/4-it A; '2E ;a 1Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline i )it Septic 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) I }}����Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each i"l' i ech Field 20'from foundation 100'from any well 10'from water line tki leepage pit 150'from well 50'from septic tank N i lSeepage Pits 3-times diameter apart `* Septic tank and pump stations over 30 gallons 50'from watercourse or wetland '-`distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George Oeech field 100'from watercourse or wetland T'tA oe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provid ngi r•/Architec stamp ��i`f e Department of Health Approval for all mobile home park new systems Flood Plain requirements .2'above established flood elevation to bottom of system MDAII tanks anchored or 2' above flood elevation vo..;o0.1 All ChM WASTEWATER SYSTEM DESIGN PROPANE TANK RETAINING WALL EXISTING — NEIGHBORING RESIDENCE WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND HOLDING TANK 10' 10' 50' 50' RESOLUTION APPROVING GARY AND KI'MB ERLY GLOMB APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES iNy `Rtyl}Ly I:1) � I+a• I � I„:Y t��r £_ e€sz�e criie NNI Vt7 ti1t7VED ITS ADOPTION SECONDED BY; Mr. Timothy McNulty WHEREAS, Clary and Kimberly Glomb (Applicants) tiled an application for variances 7 from provisions, of the 3 o vti of Queensbury On -Site 0 1 d' n ,e Chapter 1 F rySGwa�,e Disposal Ordi aric. ,.6, l 36-11 which requires applicants to obtain a variance foc a holding tank, and a variance from § t 36- IIA: as the Applicants wish to install a 1,500 gallon capacity holding tank in lieu of the required 3,000 gallon capacity holding tank-, and WHEREAS, the Applicants also applied fior additional variances f ora Chapter 136 to atlo,w placement of the holding tank; 1. 5' from the front property tine in lieu of the required 10` setback; '?' 2' from the side propertyline in lieu of the required 10' setback, and 3:. ?' from the building in lieu of the required IO# set , k; On property located at Tab Rock urst Road in the Town of'Queensbury, anti. WHEREE.NS, the Town. Clerk's Office published the Notice of Publit Hearing in the Town's official new-spaper anti the Local. Board of Health duty conducted d a public hearing concerning the varianoerequests on Monday. Aprit 17", 2023, find WHEREAS, the Towrt C.1erk s Office has advised that it duty notified all property owners ,within 500 fait of the subject property, h� / PATIO TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and s ecifcations are in full compliance with the wilding Codes of New York State. LANDS N/F OF BARBER LAKE WATER SUPPLY- 80 0p, � CONCRETE RETAINING __ WAS-_ o �' o_ PATIO RETAINING WALL PATIO _ ="=O, 00 SHED — =� LANDS N/F OF SPRINGER LAKE WATER SUPPLY — WAS 1 t WA 1 LK SYS 1 LM PLAN SCALE: 1 "=10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES LAKE GEORGE DOCK MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR KKJ ROCKHURST, LLC, " IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED JUNE 15, 2020. PREPARED BY RUSSELL E. HOWARD LICENSED LAND SURVEYING. LOCAL BOARD OF HEALTH APPROVAL RESOLUTION - BOH 27, 2023 NOW, THEREFORE, BEIT RESOLVED, that I. due to the nature of the`variances, the l o al Board of Health determines that the - ive va riances would not be rxtaterial • detrimental ital t t -a � l � et o he purposes and objectives eas of this } p rpa J .y . C r3rriaricc or other adjoining properties rich' otherwise conflictwith the purpose and S k:I � I i� objectives of any Town plan or policy; and 2. the Local Board of Health finds that the.granting mating of the variances is necessary For the rmsonable use of the land and are the mimmum. variances which would alleviate the �. spspecificunnecessaryunnecessaryss unnecessary hardship tilitid by the I.cal. Board of lleahli to all k;et the Applicants, and. BE IT' FLIRT HER, RESOLVE.D, that the Local Board of Health hemby apprrves the application of Gary and Kimberly Glomb for variances from the Sewage Disposal 0rdin-mice to allow installation of a 1,50 gallon capacity holding tank in lien of the required =3,000 gallon capacity holding tank wvith placement of the holding tank: 1, 5' from the front property line in tictr of the required 10' setback: 2, 2' from the side property, line in 1is a of the required 1 fY setback; and 3. 2' from the building in lieu of the required 10' setback;, on property located at 66 Itockhurst T oad in the Town of Queensbury aridbearing Tax Map No: 227.1 -2-4 , and 13i:1T FtJR T1 tI R, RI St i VIED, that the ToNwrn Board authorizes and directs the Town C'.lerK to frintard by 2—BEDROOM DESIGN WATER SAVING FIXTURES — REPLACE EXIST. FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 220 GPD TOWN OF QUEENSBURY HOLDING TANK DESIGN BUILDING & CO t: L TNYSDOH SIZING — 5—DAYS DESIGN FLOW — 1,100 GALS Review By: TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: )ate. ,� 3,000 GAL — §136-11 B.(2) INSTALL 1500 GAL PRECAST CONCRETE HOLDING TANK POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY — RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT Ft rI2`I`HER, RESOLVED, that this approval. Resolution shall not be cffc :tire until 30 bays ;:alter :such notice : to the Attrrciaek Park Agency and shall be sub lect to review by the Acrundtts;€; Ptttl s encu during such periA HOLDING TANK ALARM NOTES ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS: WHEN LEVEL OF TANK REACHES 50% CAPACITY, ALARM WILL INDICATE "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 957. CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". SYSTEM WILL RESET AFTER HOLDING TANKS ARE 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. SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL BACKFILL MATERIAL BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 1 ". SITE LOCATION VARIANCE SUMMARY LOCATION MAP THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: • HOLDING TANK INSTALLATION — §136-11 A. INSTALL 1,500 GALLON WASTEWATER HOLDING TANK — IN LIEU OF REQUIRED 3,000 GALLON HOLDING TANK SETBACK REQUIREMENTS • HOLDING TANK INSTALLATION AREA TO FRONT PROPERTY LINE 10' REQUIRED 5' PROPOSED 5' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO SIDE PROPERTY LINE 10' REQUIRED 2' PROPOSED 8' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO HOUSE 10' REQUIRED 2' PROPOSED 8' RELIEF REQUESTED ' O N n o 3 Cr W'FV+ . c J N (D D N Cr RM1 M "a W O N O W FINISHED GRAVEL CAST IRON MANHOLE COVER EXTERIOR WEATHERPROOF JUNCTION BOX PARKING AREA, W/WATERTIGHT INSERT, QTY, 2 (IF NECESSARY). SEAL CONDUIT GAS TIGHT. 12" ITEM-4 GRAVEL PRECAST CONCRETE INSTALL CONTROL PANEL IN HOUSE NEXT TO ELECTRICAL PANEL. ALL ELECTRICAL WORK RISER TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY. 12" MIN. COVER 4" PVC sDR-26 � HOUSE SETANK NOTES WER MAXIMUM LIQUID LEVEL ALL UNITS SHALL COMPLY WITH THE MIN. SLOPE REQUIREMENTS OF THE NEW YORK STATE 1 4" PER FOOT INSTALL FLOAT SWITCHES TO 16 OPERATE ALARM PANEL 95% CAPACITY DEPARTMENT OF HEALTH AND SHALL BE OF AT INDICATED LEVELS. (1425 GAL) PRECAST CONCRETE AS MANUFACTURED BY WARNING/SHUT DOWN PALETTE STONE CORP. OR EQUIVALENT. INSTALL FLOAT SWITCHES WHERE 85% CAPACITY ALARM ON ACCESSIBLE THRU RISER (1275 GAL) ALL STRUCTURES SHALL BE PLACED ON FIRM, HIGH LEVEL _ COMPACT GRAVEL OR STONE BASE. ASE. WHERE 1 500 GAL HEAVY DU ALARM ON DUTY TRAFFIC RATED PRECAST CCNCRETE HOLDING TANK :°' EXISTING SOIL CONDITIONS ARE UNSUITABLE CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS 12 GRAVEL OR " u.. _ _.� _ SHALL BE OF EXTRA HEAVY CONSTRUCTION — 3 _ _ " DESIGNED FOR H 20 WHEEL LOADING. 314 1 112 STONE HOLDING TANK DETAIL SCALE: NTS l t ALL JOINT S MUST BE SEALED WITH BUTYL A� o I ' 4 SEALANT. JOINTS BELOW THE LIQUID LEVEL as $ MUST BE TESTED BEFORE BACKFILLING. , ld TOWN" OF 0!JEENSEURY V7 CODES FILE COPY TAX MAP # 22Z 13-2-49 Dig PSafely. New ® York EM Call Before You Dig 0 Wait The Required Time [ElConfirm Utility Response EM Respect The Marks ®Dig With pare 1 ADDED APPROVAL RESOLUTION — ISSUED FOR PERMIT 5/5/2023 8 0 0— 9 6 2— 7 9 6 2 0 ISSUED FOR VARIANCE REQUEST 312912023 www.digsafel'aewyork.com No. Revisions Date i ®� 1E WASTEWATER SYSTEM PLAN & DETAILS H prepared for: 9. Gary J. & Kimberly A. Glomb z 66 Rockhurst Road Town of Queensbury, County of Warren, State of New York cooA C' 7 O " Drawn: JRS Checked. GTH I Scale: NOTED Date: 1/26/2023 169 Haviland Road Ahl,Queensbury, ALTERATION OF THIS DOCU ENT CEPT BY A LICENSED NY 12804 292098-01 , PROFESSIONAL ENGINEER IS A VIOLATION OF WS EDUCATION LAW. (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax ,�•�,.c=v.,s .F„ ,.,rx �, fi- � ` 1ro �a„1- �,s� � ���r-air'�. >'�.a ma's... � -,: . a ?.- a. %�q. a :r �'v,zt ;:➢ ,y, s ,� '?'st �'�' ,,�s��w:� ,{ �a,. �.�\�C�� ,3.^ �r1 / �. t•i� '. 4 r €', ;� .....,,.. 5� ? r %\:rt3 � � ">3L" \\ e�; '�-t xZ ;.����F'�'r�3ei`xri"rl�`�,>"\\ a;. •�"� ,,.., ' s /� :d2. t> '...I >;��1 -..� '`x' a"3�k���-3�y�'" s a £:.✓/7s c 1,`•�\ F. 3: ':�r �``'�^ r, / z„ �• >'>. n _,��x"r�€'��'�a :x"„5` �,,� f ;,x..,, c ��..,;r^,Fes\�v.��N�� ..,x".5" � ' ,:h:.a'�.:r,, ".� r .�'�; ... .....,, > ., _....,... z">c :z,,s ..is/�x :x k... §� ��\�...:, :^�i r.�a.,„ ;._ •� ��,�2'.,s,a,�x✓/yt ��`ia..x'�z {,,,€� � : ,. .,_ - , - ,..... .....: .... ...:........:.. - 4 rr �.T� �J. � •fk C f"''."'�Fc,F} ,'�� o e ,::' r q '•.: „ > ,. '{ ;9»es�P :,�i>. ` tr} �.,..�ate, . /�/�za�s�r"� _.: £x .:,: •� /as,'e3ir' ` a�"`� z. ::;,' '., ", r,: >, .: ";". a'�. Q e v . „ RECOR DRAWING NOTE. WASTEWATER SYSTEM DESIGN ..: :..,.:, ..✓:,' s :ate :.- "�'``"'. ..-.�.. �< .r '�. �n\a �Srz . ..P s., �\ ✓,' �F �'\zF�,� ..: .,.,4 -_ ttr s�3s {",g�:� OLD SYSTEM REMOVED AND ONE 1,500 GALLON „ 2—BEDROOM DESIGN „>,.,:•. , :: TRAFFIC RATED HOLDING TANK INSTALLED WITH 2 �T s ..... e ';:...`k \hy.. ..,,..� ,;'v'.`r/✓ 99' r..�klfr.�\\ .. � 'e k ,ss�. ' \ �e�� .:: r?''�_.,s.,a .. :_ WATER SAVING FIXTURES >,r TURFS REPLACE EXIST. FIXTURES AS NEEDED . . CAST IRON RISERS TO GRADE IN DRIVE1PARK/NG AREA. f s k fe,Y \ � s>-�'_, u.J?�\a �.:��✓r ".`�P r �}"u.,.:: a .✓P/y'.'i' �.....,.z. _.,., .... r -::;, e. 1 x:::. ,,:>.. <,<s4. ELECTRICAL ALARM AND CONTROLS INSTALLED WITH 1.6 GPF MAX. FLUSH 3.0 GPM MAX. FAUCETS ELECTRICAL SECTION _ �� a ,,; DESIGN FLOW 110 GPD BEDROOM �� 4 .`,5 €,.r:*.s, 5,,. 9t` K.3:>r`,.,. ,..'.. =5` L 4 .,..,,, ,� .e ..':.:'.. a.\� x` �,s`..<.:. .,ram s'`'<..�€�" } �: .:;>",,.�' ..�, �..r €,..' .,,t,. G. THOMAS HUTCHINS P.E. SYSTEM DESIGN FLOW - 220 GPD x \r, ,,' lS71NG SEPTIC TANK TO BE ����� ;:. � "rr"5 /s ,�i�u.� - xw � -tee `' zx'sb:}/i,kr �": az'•-"cAr�`�,�'a�:z"z� �, �� '• �. �,.���';'. PUMPED, DECOMMISSIONED, AND r�x e•✓i z ;^ r'us� ,�s��r`y�;,rr,? ,r F� '"xis .a/1� d ;;„ �, ,,., ,,,e< .;u. REMOVED AS NECESSARY FOR EXISTING HOLDING TANK DESIGN HOLDING TANK INSTALLATION NEIGHBORING NYSDOH SIZING - 5-DAYS DESIGN FLOW - 1,100 GALS / s /r •, �� y r ,✓�g r' ��� �� _"��€'`-f lid/ � "•`Yz.�,� ,f F ,. � 5/' r � � �'^ „a3, a" �.. 'r f � ,' `Y'. s'rj/i .,.,, ,.✓` � a ,, 3 :' 1, o,,.,. .t>>r„. ,..�; .,-,x . :. RESIDENCE �� . �, � � .� . �s • r� :�������£ ` � ,:: A ,E < ,r ;�_� � TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: PROPO ED 1,5 GALLON HOLD TANK A Cc "r r --� PATIO LANDS N F OF8.(2) 3000 GAL 136 11 UNIT :.�✓/"/�a,,. :, k - `--� PROPANE '�---._J BARBER RETAINING INSTALL 1500 GAL PRECAST H !NG TANK WALL CONCRETE OLD ry k - n TANK_"_`M1'l�_1y7- LADE }PATER SUPPLY POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY � �, 1. , . . �. f � �i'/,: f. _ ,. ., .•� � �, .: w P/ 8O Q �{/�.�� a°' _`v\, r, ,, a s" a��",. ✓.��j r� >a r..:...>m rs.,: >.:;,. a .�J,. . .r ::� „..�'� a. ...�� ? / •'-� .[_. i' O <•�\\;w*<u,?;.,r%%;� �"�s;::.:, ' ✓.-,. ,.. ,>,.. __ rs;.. fy'./% .,<..a. .�''^s. -coo ic->`u,�6/f{. ,s'-„ '��. r"}' .:... _,-r",,,,..o.. �.. u:.S...ry-'�" +. �' ..zry s ,✓i/..,�i .. ,/...>. .,_ ..,,...,. - ✓� .. .._. ,< o. --�. RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN ,.- � a ^+�jJ( CONCRETE ('''j _�� DOCK /.,.</.„ >....,,�.,, r <..dF:;i(:> /''. 4 £ :.:: v„9' f•' :s ..,,,,i:. X .:T"�. �./ ... WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING SHUT r" RETAINING>..<,tr �' ✓ -< a >.,,,..,.,v:is V�.1 .y .: <,.:, .,. i r��j�' say,,. � � .>_, pry✓� � � _ � DOWN ALARM WALL -. M ON PANEL sc',.; a {-_ :.:3 x,>' / "- '�--J r../ :- / i� ° 1-ah,z,,'., �„ � .tea '#' v'.... ✓ii ^A� e. >\:s::.:m szr a;n,:-., �' ;\ s � ') �'►„'+s,► ��'� �a'=cs„c,�x ,-„ N',..�c s'�'`r�' 's,.: 3 �;< : -i�/ \> o.��,\>. -.:�.^,`" •.. ;: y'.. _rz.il ,,,,.:;":a' \ ..*,< l., p :.%„ ..„ - .ram ,:' z� r „ \. z: 3:+.....� � / ,."..---. „r are,r s' ✓3,✓ �s ,..,� ,;�Z �€ ,,.,< ,„ x,: s:,:x.... �F>,.,�� Z. µ 2 P IO RETAININGNOTES r � � •_..�a HOLDING TANK ALARM WALL • PORCH�+ ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO vi,t.. v�£7 rr ��'�' { ,far h,,,i:.,. �'R ,. �,w 's•. a ,.. 3 ALARM SYSTEM 0 P VID THE FOLLOLM G � R EQUIVALENT AND RO E N MONITORING AND CONTROL FUNCTIONS: SITE LOCATION LOCATION MAP WHEN LEVEL OF TANK REACHES 50% CAPACITY ALARM WILL INDICATE "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PATIO PANEL, EXIS NG ABSORP ON AREA O BE ABANDONED , h DECK Jj� LAKE WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM £ r GEORGE WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". Ffi�Qx/�}.3y,t�g \ �:�.V ►i � �����'��,�l r�t�� y� r�1 VARIANCE SUMMARY ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER s �Fs asp 'a ���,3^„ ?\mow'-N€ �" ` .► s IJ i SUPPLY UPON REACHING "TANK SHUTOFF LEVEL" THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY ' PROPANE ""i•:5 98 -...-9.00,Oo // CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: ^' TANK "� / SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN DOCK TO BELOW 7HE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. RETAINING •'�• � WALL �'"�•.. /i AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION • — §136-11 A. AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION INSTALL 1,500 GALLON WASTEWATER HOLDING TANK SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. — IN LIEU OF REQUIRED 3,000 GALLON HOLDING TANK LANDS NIP GE OF SETBACK REQUIREMENTS � SPRINGER �v £ � • HOLDING TANK INSTALLATION AREA TO FRONT PROPERTY LINE L , -LAKE WATER SUPPLY— EXISTING EXISTING SYSTEM MATERIAL SPECIFICATIONS € NEIGHBORING �`] HOUSE SEWER PIPE 10 REQUIRED / %d _ ✓ RESIDENCE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" PER FOOT 5' PROPOSED ' MINIMUM SLOPE 5' RELIEF REQUESTED DOCK HOLDING TANK CONNECTOR PIPE • HOLDING TANK INSTALLATION AREA TO SIDE PROPERTY LINE " 10' REQUIRED des PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL LEVEL BACKFILL MATERIAL , 2 PROPOSED g BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 1" 8' RELIEF REQUESTED • HOLDING TANK INSTALLATION AREA TO HOUSE WASTEWATER SYSTEM PLAN 10' REQUIRED 2' PROPOSED SCALE: 1"=10' 8' RELIEF REQUESTED WASTEWATER SYSTEM SETBACK REQUIREMENTS GRAPHIC SCALE MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR STREAM, LAKE, 5 0 2.5 5 10 20 KKJ ROCKHURST, LLC," IN THE TOWN OF QUEENSBURY, PROPERTY LINE HOUSE WATERCOURSE, WELL WARREN COUNTY, NEW YORK. DATED JUNE 15, 2020. WETLAND ( IN FEET ) PREPARED BY RUSSELL E. HOWARD LICENSED LAND SURVEYING. HOLDING TANK 10' 10' 50' 50' CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES FINISHED GRAVEL CAST ON MANHOLE COVER .---EXTERIOR WEATHERPROOF JUNCTION BOX PARKING AREA, W/WATE TIGHT INSERT, QTY. 2 (IF NECESSARY). SEAL CONDUIT GAS TIGHT. 12" I7EM-4 GRAVEL PRECAST CONCRETE INSTALL CONTROL PANEL IN HOUSE NEXT TO ELECTRICAL PANEL. ALL ELECTRICAL WORK j� RISER TO BE INSPECTED BY A CERTIFIED ELECTRICAL LOCAL BOARD OF HEALTH APPROVAL RESOLUTION — BOH 27, 2023 INSPECTION AGENCY. 12" MIN. COVER 4" PVC SDR-26 TANK NOTES HOUSE SEWER MAXIMUM LIQUID L YEL ALL UNITS SHALL COMPLY WITH THE MIN. SLOPE REQUIREMENTS OF THE NEW YORK STATE N INSTALL FLOAT SWITCHES TO NOW,THEREFORE, E IT certified nail a certified copy of this Resolution to the Adirondack Park Agency,for its review,and 1 f4 PER FOOT " 95% CAPACITY DEPARTMENT OF HEALTH AND SHALL BE OF I�SQIETTC)NAPPROVING> ARV IIfIF3]EI VLO1VI 'S 16 OPERATE ALARM PANEL (1425 GAL PRECAST CONCRETE AS MANUFACTURED BY R r AT INDICATED LEVELS. WARNING SHUT DOWN PALETTE STONE CORP. OR EQUIVALENT. APPLICATION FOR SANITARY SEVN A L DISPOSAL VARIANCES � � RESOLVED,that 1T Fit"ITT„III I STALL FLOAT SWITCHES WHERE 85% CAPACITY ALARM ON ACCESSIBLE THRU RISER (1275 GAL) ALL STRUCTURES SHALL BE PLACED ON FIRM, HIGH LEVEL COMPACT GRAVEL OR STONE RESOLUTION NO,: BOR 27`,20 3 r ,, , _ ALARM ON BASE WHERE 1, due to the nature of the variances,the,Lae T3s °d<St Iia1 ,det € ct thepSJ that thisapproval Resolution sell cr battit1 dad° € rs 1,500 GAL HEAVY DUTY TRAFFIC RATED PRECAST CONCRETE HOLDING TANK EXISTING SOIL CONDIRONS ARE UNSUITABLE, variances s _ , � , � , . •. ...`, a., CRUSHED STONE SHALL BE PLACED AS LN EI�t31��C>I� ITS, l�tr, a;r F�raze� would not b�materially e`letrttarent<tl to Ili purposes s and objective..-,of�ht� �ze�t��,c. t� t1�� �fr �ez�[� I� Park Agency �r�rt sl�,d1 subject to review,�e b the r�d�rcar��lh, Park , W- 'V'" _N IICI � I:,I7 ITS ADtTp''TIC). ,. . . . ° . • , ::, � _ , � r � F � '� �> `� ' A °' ''� � r �� y� , NECESSARY TO ACHIEVE A STABLE BASE. Crdrtaitce or other adjoining properties nor otherwise ccaztf7act with Ilia purpose and Agency dugs�such road. > SECONDE DY. r.Timothy?'a Nul objectives of ty'fown plan rpolicy;and v . � . � . � / ./ :::,' '� ;. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS 2, the Local hoard ofHeailth finds that the granting of the variances,is necessary for the 12" GRAVEL OR SHALL BE OF EXTRA HEAVY CONSTRUCTION Duly adopted this 1'7`�day of k ti[ 2023,'b the,following vote: " DESIGNED FOR H-20 WHEEL LOADING. WHEREAS, Gary and Kimberly Glamb (Applicants) find an application for variances reasonable use of the land and arc the mininium variances which would alleviate the � y � 314-1-112 STONE HOLDIN TANK DETAIL h.. frtatn provisions of the Tc�wtt�+f£t�c>tzsl>ut t)tt-�,fte Sewage I�ts�sl Oreltzttucc> t,t�ttpt�.=r ITLi, specific unnecessary hardship frttzsatf 1a1, the Local Board of E{s.atth to affect the A�tL: �Ir.i�,z°c.,rrc.,Mr-McNulty [r,�tclz,t�1r.1 rc>cr SALE. NTS ALL JOINTS MUST BE SEALED WITH BUTYL §1;36-11 which requires applicarn o,obtain a'variance for a bolding,tank.and a variance from 6J36- Applic tus;and � SEALANT. JOINTS BELOW THE LIQUID LEVEL NOES None MUST BE TESTED BEFORE BACKFILLING. I A as the Applicants Aisle to install a 1,500 gallon c pa6ty holding tank in Bete of the required 2,(*0 gallon capacity holdingtan mid III;IT'FURTH R;, ABSE,NT: Mr,metivicr L Caroline H.Barber, `own Clerk o the Town of Quewsbury,, Warren Cotflity,New `�€ark,do WHEREAS,EAS,the Applicants also applied for additional variances Ira y Chapter a 1 6 to allow hereby certify that I have eornpare the foregoing with the original resolution as listed abo n adopted t.aubftl or itnizational inectin of thy.Town.Board pant of the"Town.of ueengbut held on Q� T l�i'�(11�� T7,That,the,Local i3c�ar�l crt Health Irearcby`approves the application of Gary and p � � � RECORD DRAWING Wl NG TAX MAP # 227.�� 2 �9 placement of the htalclirr taa lc> the f a':day "i, t123 at witaela a cluafauaxa as present:and that tlat sYame is a corr.€ct transcript Kimberly Crlomb,for variances from the Sewage Disposal Ordinance to allowinstillation of a 1. 00 there �tafilte whole raa igin� thereof to date„ pftafely. s 1 4I REO i have hereto sit rn°lnd and the EAL ofsaid owil o Quee sb INSTALLATION DATE. 121712023 DISall€kta cataacaty lae�ldtng tarait Ira Ii�zt of tl��, te�1taired: �,(1t10 L;tallora caacftyr lzuldtn taa�k �vcda _ y � � g 1. 5'from the front property line in Ir e of the required 10'setback. � 1` pril, INSTALLED BY - ELLSWORTH & SON EXCAVATING►' Nt'W �Yark 1 2'from the sideproperty line iu lieu of the required I W se aback,and placement ca the holding.tank. � ®Call Before You Dig EM Wait The Required Time 3; 'from the building in lieu.of'the required 1 O'se back; q Confirm utility Response 2 RECORD DRAWING 1212912023 i, S'from the front property line an lieu of the requited Ill"setback; S1INT Respect The Marks 1 ADDED APPROVAL RESOLUTION — ISSUED FOR PERMIT 515/2023 2. ?'from the side iitc to Isou of the zclutactl ltl'sctat;l;as ` Crlsne H.Barber,FtC, RECORQ DRAWING NOTE: EM Dig with Care on property located at Cafe Rockburst,Road in the'Town of Queensbmy,and property Town Clerk. 800-962-7962 0 ISSUED FOR VARIANCE REQUEST 312912023 3. 2'from the builifing in lieu€�f the re uired 10'setback A REPRESENTATIVE OF OUR OFFICE VISITED THE S1 TE r' 'l ovm of C u nsbt ry www.digsafelynewyork.com DURING CONSTRUCTION AND IT 1S MY OPINION THAT No. Revisions Date WHEREAS,the To Clerk's Office published the �totice of Public Hearing inthe`Towres THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE on property located at 66 ockhurst Road in the Town of Oueensbury and bearing`I`as flap o: WITH THE APPROVED PLAN AND THIS RECORD rffra aa1 wpapr and the l Board Health duly conducted a public hearts concerning WASTEWATER S YSTEM PLAN & DETAILS 22�.1;3-2�9,and DRAWING. � F a�� variance requests on Monday,April 1 ,2023,and �,��' SAS prepared for: G. THOMAS HUTCHINS, P.E. Co �,,� it i1° ial1°iT'li , 12/29/2023 � Gary J. & Kimberly A. Glomb WHERE A%the Town Clerk's Office has advised duit it duly notified all property owners �r `e� r t � 66 Rockhurst Road within #lfl feet of the,sni?it property: E r�z r, RESOLVED, that the Town dntl, rleand directsthe c:lrart b ;. Town of Queensbury, County of Warren, State of New York 6?8?g Drawn: JRS Checked: GTH Scale: NOTED Date: 112612023 169 Haviland Road ALTERATION OF UMENT EXCEPT BY A Queensbury, NY 12804 292098-01 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax