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Engineering Report'99 J'!L 23 An 9 28 ENGINEERING REPORT Proposed Extension of Central Queensbury Quaker Road Sewer District Submitted by: Everest Enterprises, LLC Sanjay Kapoor 21 Summerfield Saratoga Springs, NY 12866 Prepared by: Haanen Jenkin & Hutchins, LLC 254 Bay Road Queensbury, NY 12804 July, 1999 Revision # 1 — July 22, 1999 INTRODUCTION The purpose of this report is to describe and evaluate a proposed extension of the Central Queensbury Quaker Road Sewer District. The area to be added to the district includes two parcels on the east side of NYS Route 9, just south of the intersection with Weeks Road. These parcels, 71-2-14.2 (1.72 acres) and 71-2-2 (7.03 acres) contain a Ponderosa Restaurant and proposed Sleep Inn Motel respectively. A minor subdivision application is in process with the Town of Queensbury, which proposes to split 71-2-2 into two parcels, both of which are proposed for inclusion in the district extension. PROJECT DESCRIPTION Site Plan Review and Minor Subdivision Applications have been submitted to the Town of Queensbury for work associated with the 80 unit Sleep Inn project. In order for this project to be feasible, municipal wastewater service is required. The existing Ponderosa Restaurant is currently serviced by on -site subsurface sewage system (septic system) located behind the restaurant on the east side of parcel 71-2-14.2. As the two properties are under common ownership, it is desired to incorporate both into the sewer district at the same time. The actual connection of the Ponderosa Restaurant to the sewer system will be completed at a future date. The existing Queensbury sewer is located on the opposite side of NYS Route 9 from proposed district extension. It is proposed to install a 8" gravity sewer crossing to an existing manhole located directly across Route 9. A new manhole will be installed on the east side of route 9 at the terminus of the 8" gravity sewer which crosses the highway. The 8" gravity sewer and new manhole will be constructed in accordance with Queensbury standards for dedication to the Town upon completion. An additional 8" gravity sewer and new manhole will be constructed along the south boundary of parcel 71-2-2, which will allow for easy future connection to the municipal system by the Ponderosa Restaurant as well as the proposed new parcel behind the restaurant and the Sleep Inn. This section of new sewer will be constructed to Queensbury municipal sewerage standards, although dedication to the Town will not be requested at this time. An access easement to the Town of Queensbury will be provided around the new manhole near Route 9. An access easement will also be described around the new sewer and manhole to be constructed between the Ponderosa and the Sleep Inn. WASTEWATER CHARACTERISTICS AND FLOW RATES The 80 unit Sleep Inn will not contain a restaurant or commercial kitchen, and therefore, essentially all wastewater flow will be sanitary wastewater generated from motel rooms. The projected daily wastewater flow at maximum occupancy from the facility is approximately 4,200 GPD. Assuming a 60% occupancy rate, this correlates to an average daily flow of 2,500 GPD. Currently, the average daily wastewater flow for the Ponderosa Restaurant is approximately 1,500 GPD. There is a 2,000 gallon grease trap located on the kitchen wastewater line for the Ponderosa restaurant which is proposed to be re -used. The two septic tanks and numerous drywells will be abandoned and all wastewater routed to the new manhole to be installed along the boundary line between the Ponderosa and the Sleep Inn parcel. PROJECT COSTS Construction costs associated with the installation of the Route 9 highway crossing, installation of manholes and installation of new sewers will be bome by the developer/owner of the Sleep Inn and Ponderosa Restaurant. Projected construction costs are as follows: 120' of 8" Gravity Sewer Crossing Route 9 @ S275 / LF $ 33,000 Installation of 2 New Manhole $ 2,500 Connection to Existing Manhole $ 2,000 Tom $ 37,500 Projected revenue to be generated by the district through user fees and benefit taxes as well as initial "buy in" costs for the Glens Falls wastewater treatment plant capacity are detailed on as Attachment A and summarized as follows: One Time `Buy &' Fee to GF WWTP Annual User fee and Benefit Tax Ponderosa Sleep Inn New Lot #2 $2,025 $3,375 $5,878 $9,817 $2,563 ATTACHMENTS Attachment #1 - Projected User Costs for Wastewater Service Attachment #2 - Map of Proposed District Extension Attachment #3 - Suggested Description of District Extension and Easements Attachment #1 SLEEP INN - PROJECTED USER RATES FOR WASTEWATER SERVICE A) ONETIME -BUY IN- FEE FOR GLENS FALLS TREATMENT PLANT RATE $ 1.35 PER AVG GPO AVG GPO BUY IN COST PONDEROSA 1,500 $ 2.025 PROPOSED SLEEP INN 2,500 $ 3,375 B) REGULAR USER FEE RATE S 5.45 PER 1000 GALLONS PROJECTED AVG GPO ANNUAL COST PONDEROSA 1,500 S 2.943 PROPOSED SLEEP INN 2.500 $ 4.905 C) BENEFIT TAX RATE $ 100.97 PER PER *UNIT"* ACRES ACRE UNITS GPO GPD UNITS TOTAL UNITS ANNUAL COST PONDEROSA 1.72 10.32 1.500 18.75 29.07 $ 2,936 PROPOSED SLEEP INN 2.9 17.4 2,500 31.25 48.65 $ 4,912 PROPOSED LOT # 2 4.23 25.38 25.38 $ 2,563 ' NUMBER OF "UNITS" DETERMINED AS FOLLOWS: Number of Acres of property X 6 " PLUS (Avg GPDN 20) x 1.5 Source: Town of pueensbury Commercial Rates TOTALS PONDEROSA SLEEP INN NEW LOT # 2 -ONE TIME GF W WTP'BUY IN' FEE 8 2.025 $ 3,375 -ANNUAL USER FEE AND BENEFIT TAX $ 5,878 S 9,817 $ 2,563 PROPOSED EXTENSIOI QUEENSBURY QUAKER ROAD SI DIS1 .0 fu 0 w V) a EXISTING TRAFFIC LIGHT rn Ln 0 m Cr O cn co E Ln CV R Ln C11 Ln Cv v Ln CU / Ln Cu Road montraY _ 506 p6 0 - 3p5.43' �- — s06151 m.E A 53.80' EXISTING WOODED AREA PROPOSED PROPERTY LINE BETWEEN NEW LOTS #1 AND #2 1-2-2 EXISTING -ACRZES PROPOSED LOT #2 4.23f ACRES PROPOSED 10' WIDE EASEMENT FOR ACCESS TO NEW 8" SEWER —_00"E 210.00' — X w DUSTING - - - - - - CB EXISTING - —� ABANpONED 6" LIGHT � � � � A TER -- 24" .STORM SEWER all -W MIN CB �,' - -EXISTING R.O.W- N - f 2 I _ (D 24"_STORM _SEWER o - EXISTS g SANITARY S ILA E� SE _ - E ' R.O.W EXISTING SEWER MANHOLE WER A SE EM N T RIM ELEV.=469.66' pi NEW INV. IN=460.87' ' INV. OUT=459.96' �o Q � EXISTING ROADSIDE SWALE \ �"N IXISTING 15" CMP 58' 0.035 fit/ft slope Inv. In: 414.87 Inv. Out: 412.81 afta". r...14'00-E PROPOSED EXTENSION OF QUEENSBURY QUAKER ROAD SEWER DISTRICT PROPOSED 30' X 30' ACCESS EASEMENT TO TOWN OF QUEENSBURY o qP 001 GRAPHIC SCALE ( IN FEET) 1 inch = 40 ft. u 1.4 ONO O p LL x 00 >'Z I m I 0) 1.- /"\ NNQOLO W Z CY W W NOTES TOPOGRAPHIC BASE MAP, LOCATION OF EXISTING CONDITIONS, AND PROPERTY LINE SURVEY PROVIDED BY CHESTER A. GRAMINSKI LLS. LAKE AVE. SARATOGA SPRINGS, NY. PROPOSED SITE IMPROVEMENTS ARE SCHEMATIC AS SHOWN AND INTENDED FOR PLANNING PURPOSES ONLY. ALL UNDERGROUND UTILITIES ARE BASED UPON BEST AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY AND CONTACT UFPO PRIOR TO ANY EXCAVATION. HIGHWAY SEWER CROSSING TO BE COMPLETED IN ACCORDANCE WITH TOWN OF QUEENSBURY STANDARDS. SEWER AND NEW MH11 TO BE DEDICATED TO TOWN OF QUEENSBURY QUAKER ROAD SEWER DISTRICT. 0 Ja �u z g Za Lu°� W V W Z LLJ a oV) u g u %OF NEW C) CV N i N 3 00 o LO Z � CD c 11i E 0 0 U ,0 o o 0 m o > 00 L C CO L \ U7 CL E o CD- CI-4 Date: April 26,1999 Project No: L-227-1-98-27 Project Manager: PAL Prepared By: GTH Drafted By: Reviewed By: Revisions: 0 RUED W, PUN & REPORT 6/23/9 ce- W Q d �c Z mucn .�NCeW41) 3 ---� Z IZ ui t%1 _ 0 0 Banc Qf u J LL. � 0� Z 0 CY cn W Drawing No: 25425-MP Sheet No: 1 0 F 1 DESCRIPTION Town of Queensbury Warren County, New York Proposed Extension of Queensbury Quaker Road Sewer District All that tract, piece or parcel of land, situate in the Town of Queensbury, Warren County, New York, lying along the easterly side of NYS Route 9 and southerly of Sweet Road and being further bounded and described as follows: Beginning at a point in the easterly line of NYS Route 9 at the division line of lands N/F of V.W. Weeks (occupied by Gambles Bakery) to the north and lands of D&C Management Associates, Inc. to the south and runs thence along said division line S87°-36'-30"E 234.86' to a point in the easterly line of the aforesaid V.W. Weeks, thence along said easterly line N06°-58'-30"W 100.0' to a point in the southerly line of Sweet Road; thence along said southerly line S87°-36'-30"E 75.70' to a point in the westerly line of lands N/F of George and Donald Weeks; thence along said westerly line S06°-51'-00"E 200.0' to a point in the southerly line of the aforesaid George and Donald Weeks; thence along said southerly line S87°-36'-30"E 208.0' to a point in the westerly line of Montray Road; thence along said westerly and northerly lines of Montray Road the following five courses S06°-5l'-00"E 153.80' to a point; thence S06°-08'-30"E 305.43' to a point of curvature; thence on a curve to the right of radius 204.90', a distance of 156.70' to a point of compound curvature; thence continuing on a curve to the right of radius 315.0' a distance of 321.94' to a point of tangency and N83°-46'-00"W 84.70' of D'Angelo; thence along said easterly and northerly line of said D'Angelo the following two courses N06°-14'-00"E 250.0' to a point and N83°-46'-00"W 217.80' to a point in the easterly line of NYS Route 9; thence along said easterly line the following three courses N08°-22'-10"E 176.10' to a point; thence NO1°-13'-00"E 266.58' to a point and N06°-20'-30"W 123.93' to the point or place of beginning, containing 8.85± acres of land. Town of Queensbury Warren County, New York Lands of D&C Management Associates, Inc. 2.90± Acres Proposed Lot No. 1 (as shown on Subdivision Plat Dwg. S-1) ALL THAT TRACT, PIECE OR PARCEL OF LAND, situate in the Town of Queensbury, Warren County, New York, lying along the easterly side of NYS Route No. 9, southerly of Sweet Road and being further bounded and described as follows: Beginning at a point in the easterly line of NYS Route No. 9 at the division line of lands N/F of V.W. Weeks (occupied by "Gambles Bakery") to the north and lands of D&C Management to the south, and runs thence easterly along said division line S87°- 36'- 30"E, 234.86' to a point in the easterly line of the aforesaid V.W. Weeks; thence along said easterly line N06°- 58'- 30"W, 100.0' to point in the southerly line of Sweet Road; thence along said southerly line S87°- 36'- 30"E, 75.70' to a point in the westerly line of lands N/F George Weeks and Donald Weeks; thence along said westerly line 5-06°- 51'- 00"E, 200.0' to a point of intersection of the southerly line of the aforementioned George Weeks and Donald Weeks; thence continuing southerly through lands of D&C Management S0V- 5 P- 00"E, 285.0' to a point in the northerly line of the Ponderosa Restaurant; thence along said northerly line N83°-461- 00"W, 349.34' to a point in the easterly line of NYS Route No. 9; thence along said easterly line the following two courses NO1°- 13% 00"E, 234.19' to a point and N06°- 20' 30"W, 123.93' to the point or place of beginning, containing 2.90± acres of land. The above described parcel is subject to two easements along the southerly line of the above described parcel. Easement Along Southerly Line of Lot No. 1 Beginning at a point in the easterly line of NYS Route No. 9 where it is intersected by the northerly line of the Ponderosa Restaurant parcel and runs thence along the easterly line of NYS Route No. 9 NO1°- 13'- 00"E, 15.06' to a point; thence easterly and southerly through lands previously described (2.90± acres), S83°- 46'- 00"E, 347.17' to a point and S06°- 51' - 00"E, 15.40' to a point in the northerly line of the Ponderosa Restaurant parcel; thence along said northerly line N83°- 46'- 00"W, 349.34' to the point or place of beginning. Being a 15' wide easement entirely within Lot #1 Parcel. A 30 x 30 Easement to the Town of Queensbury Beginning at a point in the easterly line of NYS Route No. 9, said point being distant the following two courses from the division line of lands N/F of V.W. Weeks to the north (occupied by "Gambles Bakery") and lands of D&C Management to the south S06°- 20'- 30"E, 123.93' to a point and SO1 °- 13'- 00"W, 211.66' to the point of beginning and runs thence the following three (3) courses through lands of the aforesaid Kapoor S83°- 46'- 00"E, 30.0' to a point; thence SOI'- 13% 00"W, 30.12' to a point; thence N830- 461- 00"W to a point in the easterly line of NYS Route No. 9, thence along said easterly line NO1°- 13'- 00"E, 30.12' to the point or place of beginning, containing 0.0206± acres of land.