Loading...
2024-0153 2oz - Town of Queensbury■ Building&Codes Enforcement Office■742 Bay Road■ Queensbury,NY 12804 d =0lJ DEEP HOLE/PERK TEST Request for Town n :err exyrtkci, rnVo tuz, S U ► 1 -5I24)I250 221, Property Owner: Quattro Development, LLC Phone: 608-306-3233 Property Owners Jorie 1100 Blvd, Suite 140, Oak Brook, IL 60523 Location of Test 538 Aviation Rd, Queensbury,NY 12804 Tax ID s: 5145609-F-NY-CP-MK *Applicant's Engineer: Alseny Diop,P.E. Phone: 518-902-9222 Applicant's Agent: Phone: Additional Notes: Will coordinate City observer with Geotech through Severin Kravchuk(Developer) 1.Reason for Request? n New Septic System n Replacement Septic System Failed Septic System Subdivision n Site Plan Review 2.Are Wetlands present? YES X NO UNKNOWN *Note: Applicant is required to engage an engineer for design and testing-of=the-system:`The Town Engineer's responsibility is to witness system testing only. - IF \ / l PLOT PLAN: Plot plan, to scale, to be submitted with application MAR 7 ` 't II FEE SCHEDULE: TOWN OF 0L3 ENS-3URY a. $200 Flat Fee Date Paid: PU1l_CIN3 . " -)E.Es_ Check No.: b. OR Fee to be determined during To Be Determined: X Site Plan/Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions. of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation,tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed$1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT: '24, XI-�:rAch4 Date: 3/27/2024 SIGNATURE OF AGENT: Date: Original (B&C File) Canary(Planning) Pink(Applicant) Gold (Town Clerk) AGO - A N A: Wtl 4Ilk A 1.31'_ CIRF S7 ON 85°59'42" E —�— SA 106. 35 , .Hff S79:7950_'C SA'.5.j1 S,-- sAyantzv 'ne S724B �62- roe—?5' FL..... . ....f SA ... .... -. Deed (Recoro' — —..... T OF WAY AND PIS _ ......_....._,..... ° RIGH I LIBER 753 PAGE GG z A l-- LIBER 753 PAGE 7 1 Chcrete LIBER 607 PAGE 251 — J 4° v Benchmark SurPce A ° NE Bolt S73 ° 05 ' 48 " E C 4G2.52 '4\4 4. 61 ' O QD �d ' 4" Maple 4" Maple eDif 4" Maple `� 5" Maple Lands NIF of GRJH, Inc. B:1420 P:48 302.5-1-95 5M 4520 c 4. 59' (R-coed — Deeo;) _ I NJ �- Asphalt Surface A Concrete Walk I ... rr=4G177 49.2' One Story WCod ; /...• din / Asphalt Frame Bull g 5urface Aviation Road A 538 Company" a � � "Lake George Baking m 150o.3 50l. Feet �A At -Grade ° V 49. 2' A-7 Fue •a 4" PVC ° — — NC Unit - ° -- °stockade Fence Cleanout , A Stockade Fence O O O Access w Cover 0 I Area 0 0 28257.0 Sq. Feet 0.65 Acres ? G" Maple AGO 1 2" Maple 3 CIRF 8" Oak GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 160.001 80 NB53"µ' i60. p0' /R�cord — L'2ed� Lands NIF of Exit 19 Venture LLC B:4143 P:236 302.5-1-93. MNF ./� .... 455 ,11 G LU N C� NM I 0 co \..... A10 �..... 28" Cottonwood ' \...., I NG . 5 1 2" Elrr E� Lands NIF of O Aviation Mall NewCo LLC B:1367 P:96 a; 302.5- I -92. I I O� L S 83° 18' 39 W Legend DHF = Drill Hole Found MNF = Mag Nail Found CIRF = Capped Iron Rod Found CB = Catch Basin SSAC = Sanitary Sewer Access Cover = Light Pole � ) = Utility Pole -"— —•---- — = Overhead Utility Wire — o — a — = Wooden Fence FIRST AMERICAN TITLE INSURANCE COMPANY Title No.: 5145609-F-NY-CP-MK Schedule A Description ALL that certain tract, piece or parcel of land situate in the town of Queensbury, County of Warren, State of New York, lying southerly of Aviation Road Route 254 (S.H. No. 9379) and East of Interstate Route 87 Adirondack Northway, and being more particularly bounded and described as follows: BEGINNING at a point on the southwesterly 1967 highway boundary of Aviation Road Route 254 (S.H. No. 9379) at its point of intersection with the division line between the lands now or formerly of Golub Properties, Inc., as described in Book 617 of Deeds at Page 674 on the West and the lands now or formerly of Aviation Mall Newco, LLC as described in Book 4143 of Deeds at Page 246 on the East; and RUNS THENCE from said point of beginning along said division line and along the westerly boundary of the former Quaker Hill Road South 06 degrees 18 minutes 07 seconds West, 163.13 feet to its point of intersection with the division line between the said lands now or formerly of Golub Properties, Inc., on the North and the lands now or formerly of PCGF Newco, LLC as described in Book 4143 of Deeds at Page 236 (Parcel 5) on the South; THENCE North 82 degrees 20 minutes 53 seconds West along the last mentioned division line 160.00 feet to its point of intersection with the division line between the said lands now or formerly of Golub Properties, Inc. on the East and the lands now or formerly of GRJH, Inc. as described in Book 1420 of Deeds at Page 48 on the West; THENCE North 06 degrees 21 minutes 07 seconds East along the last mentioned division line 185.00 feet to its point of intersection with the southerly 1997 highway boundary of Aviation Road Route 254 (S.H. No. 9379); THENCE along said southerly 1997 highway boundary South 79 degrees 39 minutes 50 seconds East, 51.31 feet to its point of intersection with the southerly 1967 highway boundary of Aviation Road Route 254 (S.H. No. 9379); THENCE South 72 degrees 48 minutes 36 seconds East along said southerly 1967 highway boundary, 106.35 feet to its point of intersection with the above mentioned southwesterly 1967 highway boundary of Aviation Road Route 254 (S.H. No. 9379); THENCE South 58 degrees 45 minutes 20 seconds East along said southwesterly 1967 highway boundary, 4.59 feet to the point or place of BEGINNING. Excepting out therefrom all that portion of the above described premises conveyed by Gulf Oil Corporation to the New York State Department of Transportation and more particularly described as project Aviation Road, S.H. No. 9379, Warren County, Proceeding No. 4013, Map No. 3, Parcel No. 4. File No.: 5145609-F-NY-CP-MK NY Certificate of Title - Schedule A Description Schedule EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD: 5) AGREEMENT RECORDED IMPOSING CERTAIN RESTRICTIONS, COVENANTS AND CONDITIONS, LIBER 4GG PAGE 4G5 a. MODIFICATION OF RESTRICTIVE COVENANTS, LIBER 887 PAGE 138 - NOT "PLOTTABLE" G) NOTICE OF APPROPRIATION, LIBER 499 PAGE 277 a. AFFIDAVIT OF SERVICE, LIBER 505 PAGE I G7 b. AFFIDAVIT OF SERVICE, LIBER 509 PAGE 501 - AREA AFFECTED SHOWN 7) UTILITY EASEMENT, LIBER 5 1 7 PAGE 40G - BLANKET EASEMENT, NOT "PLOTTABLE" 8) RIGHT OF WAY AND EASEMENT, LIBER 753 PAGE GG - AREA AFFECTED SHOWN 9) RIGHT OF WAY AND EASEMENT, LIBER 753 PAGE 71 - AREA AFFECTED SHOWN 10) RIGHT OF WAY AND EASEMENT, LIBER 807 PAGE 251 - AREA AFFECTED SHOWN TO: XXXXXXXXXXXXXXXXXXXXXX THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT 15 BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND N5P5 AND INCLUDE ITEMS 1, 2, 3, 4, 5, G(A), G(B), 7(A), 7(e)(1), 7(C), 8, 9, 1 1 (A), 13, 14, 1 G, 17, 15, AND 19 (A MINIMUM OF $2,000,000) OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JUNE (5, 2023. CERTIFIED BY: MATTHEW C. STEVES, LL5 NY5 50135 DATED: JUNE 8, 2022 -0- APPROXIMATE SCALE C00 0 .0. FEET NATIONAL FLOOD INSURANCE 1116RAN ill FIRMA FLOOD INSURANCE RATE MAP I I ' I OWN OF QUEEMBURY, y NEW YORK j ill WARREN COUNTY PANEL 26 OF 36 Ii COMMUNITY -PANEL NUMBER 36081909268 EFFECTIVE DATE: � �>, IULn6,lR6a 1iq FedemlFmPrgeuryNWgen,eni A£meYl ZONEC FI RMette Flood Zone Cla551fication C - Areas of minimal flooding Map References 1 Map of a Survey made for Pyramid Company of Glens Falls Dated: May 15, 1998 By: Van Dusen & Steves Land Surveyors 2 Map of a Survey made for GRJH, Inc. Dated: September 29, 2022 Last Revised: November 18, 2022 By: Van Dusen & Steves Land Surveyors NOTES: 1.) THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTLY SHOWS THE LOCATION OF ALL BUILDING, STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE ABOVE PREMISES; THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE SUBJECT PROPERTY OR UPON THE LAND ABUTTING SAID PROPERTY EXCEPT AS ASHOWN HERON. 2.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD. 3.) THE PROPERTY DESCRIBED HEREIN IS THE SAME PROPERTY DESCRIBED IN A CERTIFICATE FOR TITLE INSURANCE ISSUED BY KENSINGTON VANGUARD NATIONAL LAND SERVICES AS AN AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, BEARING COMMITMENT NO. 5145GO9-F-NY-CP-Mr, WITH AN EFFECTIVE DATE OF APRIL 19, 2023 AND ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE SITE OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY. 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 5.) THIS MAP IS COPYRIGHT © 2023 VAN DUSEN $ STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. G.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENS13URY AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. 7.) THE SUBJECT PROPERTY 15 LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION C (MINIMAL FLOOD HAZARD) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP 3GO879002G B, WITH AN INITIAL IDENTIFICATION DATE OF 9/20/ 1 974, AND AN EFFECTIVE DATE OF 7/ 1 GI1984, IN WARREN COUNTY, STATE OF NEW YORK, WHICH 15 THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS SITUATED. O8.) THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE SUBJECT PROPERTY IS 18, INCLUDING I DISABLED SPACE. 9.) AT THE TIME OF THI5 SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF •r�J �. EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. 10) AT THE TIME O OFTHIS SURVEYTHERE WAS NO OBSERVABLE EVIDENCE SOLID WASTE DUMP, SUMP, OR SANITARY AND. SITEUSE ASAOF 1 1.) SURVEYOR 15 NOT AWARE OF ANY PROPOSED CHANGES IN STREET O�G�y RGHT-OF-WAY LINES EITHER COMPLETED OR PROPOSED. 12.) SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO AVIATION ROAD, B='NG A PUBLICLY DEDICATED ROADWAY, MAINTAINED BY THE STATE OF NEW YORK. 13.) EXCEPT AS SHOWN, ALL VISIBLE UTILITIES SERVING THE SUBJECT PROPERTY ENTER THROUGH ADJOINING PUBLIC STREETS AND/OR RECORDED PUBLIC UTILITY EASEMENTS. 14-) THE SURVEYOR CURRENTLY 15 COVERED BY A PROFESSIONAL LIABILITY POLICY IN THE AMOUNT OF $2,000,000. 5J LOCATIONS OF SUBSURFACE UTILITIES (E.G. ELECTRICAL CONDUIT, SANITARY LINES, WATER MAINS, ETC.) ARE SHOWN BASED ON EVIDENCE OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK. ORIGIN OF UTILITY LOCATE MARKINGS FOUND 15 UNKNOWN. LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. G.) HORIZONTAL DATUM 15 STATE PLANE, NY EAST NAD 83, VERTICAL DATUM 15 NORTH AMERICAN VERTICAL DATUM OF 1988, NAVD 88. BEARINGS SHOWN ARE REFERENCED TO THIS DATUM AND THEREFORE MAY NOT MATCH RECORDED BEARINGS. MAR 27x TT0 iAfhl nr- " 302.5-1-94 2024-0153 North Country Development Z 0 L P CL C.� W s~ ,il a Cd z O o N O o s� IN '~ p FRANDARAl E� ANF—`.I.4 1 O �► O C� o E O .v-I M .4 O V1 � z L� �n vl In VL M � 0 O n} W � O z A� W � V 1 j-� 0 tYi eN •- I '-'4 ^, t0 Date: JVte 7, 2023 Scab r-20' S-1 SHM71 OF 1 Quattro DWG. NO. 23- 1 2G JJO /iVICILlUlI KU Deep hole/perc test