Loading...
1.6 1.6 WASTEWATER-SEWER\Set PH\Glomb—Holding Tank Smaller&Setbacks—In APA—4-3-2023 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF GARY AND KIMBERLY GLOMB RESOLUTION NO.: ,2023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Gary and Kimberly Glomb (Applicants) have applied to the Local Board of Health for a variance from 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 have 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, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, April 17d', 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Gary and Kimberly Glomb's sewage disposal variance application concerning property located at 66 Rockhurst Road in the Town of Queensbury and bearing Tax Map No.: 227.13- 2-49 and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 3rd day of April, 2023,by the following vote: AYES NOES ABSENT: �4 Office ilea OnYv vjtD SEPTIC VARIANCE VAR 30 2023 Permit #: $U ro APPLICATION Permit Fee: s C.:LEn k RY FRY .� TPWA of ct Invoice *-. we b 742 13ay Road, Queensbury, NY 12804 P: S18-761-8256 www.aueensbwy.net Approvals: 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 Glarnb Owner's agent: Hutchins Engineering PLLC Address: 121 Gliff'r'#h Drive address: 169 Haviland Road Whippany, NJ 07981 Queensbury, NY 12804 Phone #: Phone #: 518-745-0307 Email: Email: hutchinsighutchinsongineering_com Section 2• Site Information: Site Address: 68 Rockhurst Road Tax iD#: 227 . 13-2-49 Directions to Site; from route NY-gL, turn left onto Clevrerdale 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) NIA 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 S: Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring properties? ❑Yes © No If NO, please explain: Section 6' Is the proposed system to be installed under a parking area? Q Yes Q Na 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 hold lnct tank' tank 5' from front prop. rty line instead of required 10' Tank 2' from side property line instead of required 10' Rem sed De rernber 2021 Septic Va ria rune Appi icat is n 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 n urn bers of all ad;oining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: 119anh 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+e George Address Tax Map ID West Name Mary McCostin Address 85 Rockhurst Rd, Tax Map 10 227. 13-2-30 Section 9• QW NER STATEMENT I/"eye do hereby relieve the Town of Queensbury From any liabilities on the plumbing and septic system located at: W Rggkhurst Rd I/We realize that putting the well, septic tank c - leaching system less than the regolred 10 feet from the it ing _, may 1ncroase the risk of pollution. Owner—Print Name- Ga or Kirnberl lil Glomb Owner—Signature: Date: 140 Section id• NEIGH13OR OR TENANT RELEASE STATEMENT (if applicable) f/'We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: /We reaiize that putting the well, septic rank or leaching system less than the required feet from the nay increase the risk of pollution. Neighbor/Tenant—Print Nam-3 : Neighbor/Tenant-Signature: -- - ------- - - Date: Septic Variance Appllrailon Revis.ra Cecemuer 2021 s i 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: Ownees Name: Gary or Kimberly Glomb Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address. 66 Rockhurst Road Tax Neap #: 2274 11 3`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 Torun 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 Glornb OWNER—SIGNATURE: _. DATE: AGENT-PRINT NAME: NG .homaG Hutchins , P , E. AGENT—SIGNATURE : DATE:r $epriC Variance ApplkCMLOn R2vls erl petem her 202t sX, rr[ 3 z Q/ � v e � � yz:F. _ € - ' JO f � �\fi� is ado 5 � s•`k'a3 ya, � q �,, �aK3 q � , f ass sr �. WASTEWATER SYSTEM DESIGN, EXISTING SEPTIC TANK TO BE � e f JMPED, DECOMMISSIONED, AND 2—BEDROOM DESIGN WATER SAVING FIXTURES — REPLACE EXIST. FIXTURES AS NEEDED REMOVED AS NECESSARY FOR EXISTING � HOLDING TANK INSTALLATION NEIGHBORING (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)t iw t RESIDENCE , 500 GALLON HOLDING TANK A/C DESIGN FLOW — 110 GPD/BEDROOM PATIO LANDS N F OFF UNIT SYSTEM DESIGN FLOW — 220 GPD ��� PROPANE BARBER RETAINING 1 �TANK LAKE WATER SUPPLY WALL HOLDING TANK DESIGN --4' 2 B_ NYSDOH SIZING — 5—DAYS DESIGN FLOW — 1,100 GALS 5' �t SE7BACk �579�0_00p"E CONCRETE TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: O RETAINING ' DOCK 3,000 GAL — §136-11 B.(Z) WALL INSTALL 1500 GAL PRECAST CONCRETE HOLDING TANK �� SITE LOCATION LOCATION MAP CONi E POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY , C \ 6 2' gL= PATIO RETAINING — RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WALL �� WATER SUPPLY TO HOUSE WHEN AC77VAT7=D BY WARNING/SHUT 411 FPORCH s ._ ..P7RTM_ / I DOWN ALARM ON PANEL PROPANE/� TANK l l RETAINING WALL EXISTING NEIGHBORING RESIDENCE FINISHED GRA VEL PARKING AREA, 12" ITEM-4 GRAVEL 4" PVC SDR-26 L HOUSE SEWER MIN. SLOPE 1/4" PER FOOT PATIO 0e`• -4479-00'0 p» =� LANDS N/F OF SPRINGER LAKE WATER SUPPLY — WASTEWATER SYSTEM PLAN SCALE: 1"=10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES CAST IRON MANHOLE COVER W/WA7ERTTGHT INSERT, QTY. 2 PRECAST CONCRETE — RISER 12" MIN. COVER MAXIMUM LIQUID LEVEL INSTALL ILOAT SWITCHES TO 16" OPERA?E ALARM PANEL AT INOICATED LEVELS. INSTALL FLOAT SWITCHES WHERE ACCESSIBLE THRU RISER 1,500 GAL HEAVY DUTY — TRAFFIC RATED PRE -AST CONCRETE HOLDING TANK 12" GRAVEL OR --/ 3/4-1-1/2" STONE HOLDING TANK DETAIL SCALE: NTS 85% CAPACITY (1275 GAL) HIGH LEVEL ALARM ON EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS 77GHT. INSTALL CONTROL PANEL IN HOUSE NEXT TO ELECTRICAL PANEL. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY. 95% CAPACITY (1425 GAL) WARNING/SHUT DOWN 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 CONSTRUC77ON DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. 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 509d CAPACITY, ALARM WILL INDICATE "TANK HIGH LEVEL" WI7H A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 95Ya 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 INSPEC77ON 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 1/4" 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' 50' Dig Safely. New ®York Ej Call Before You Dig M Wait The Required Time M Conffrra Utility Response ® RespetA The Marks ® Dig Wifh Care 800-962-7962 www.digsafelyneviyork.com TAX MAP # 227.13-2-49