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Narrative & Site Plan Application HIGHLANDER 15-February-201 0 1 lighlander project No. M-104-1 Mr, Chris Ilandau ger, Chairnum Queensbury Planning Board 745 Bay Road Queensbury, NY 12804 RE: TRS B Enterprises, LAX —Proposed Indoor Rock Climbing and 'fraining Facility 54 Carey Road, Queensbury, NY 12804 Dear Chairman I lunsinger and Pkmning Board Members: flighlander Engineering Services, I)LIX (Highlander) is pleased to present for your review and cor)sideration, as site pla,n application for an indoor rock climbing and training fiacility 1'()r TR.S 3 Enterpri,ses, [AX, to be locate: at 54 ("arey Road in the Carey Industrial Park. Project Narrative: "rbe pn:)posed project includes the construction of an 8400 square toot building, concrete sidewalks, paved parking areas, crushed stone pedestrian path/walk,vay front Oarey Road to the site, bicycle parking and on-site septic system. The paved parking areas have been designed in accordance with Section 179-4-090: Parking and Loading Regulations and provide the required site access, site circulation and nuniber of 'Parking spaces. 1"he number of parking spaces is calculated based upon Table 5: parking Requirements, Recreation Center, public. Ilie number of parking spaces provided exceeds the calculated requirement. A crushed stone 1voJestrian walkway/bike path will be constnicted from the north side of the driveway intersection with Carey Road t(.,) the East Parking L.ot to accornniodate and encourage tae destriari and bicycle travel taa the fiacility. A bicycle parking area/rack will be provided in accordance with Towil requirements. Landscaping is not planned beyond placing topsoil and seed in all disturbed acre at the completion of construction. Decorative "river" stone will be placed in the 'ireas between the building and sidewalk taxa improve the facility appearance and enhance the stormwater runoffinfiltration in those areas as Nvell, It is the owners desire to nia,intain and preserve ass InUch natural vegetation (photos attached) as possible in an undisturbed condition to provide as more natural appearance to the site. I'lig,hitinder E'ngineerhig !iervicer,, )"LLC 178 Maple Street, (3lens Falls, NY12801 Design,and('onstruethin h,"tigineeriap,Solutiolui Page 1 of 3 Iegarding facility/site signag,e, details ofthe desired signage have not been finalized at this time. Any, proposed signage Nwill be code compliant and details of the signage will be provided to the Planning Board for review and approval at as later date,prior to faro cecoling with any signage. Plannint.,Mandards: Standard A: The proposed pr(�jee( furibers and is consistent with the policies gal"the "Town's Comprehensive Plan. A, recreational facility. Standard B: The pro ect as proposed is on as pre-existing conforming parcel and complies with a1l requirements of the site plan review, standards Standard C 'rhe site plan as proposed encourages safe, pedestrian activity internally and to and from the site with as pedestrian and laic ycle path connected tom Care), Road. Standard D: The site plan does confiorni to ("'hapter 136 and Chapter 1.47 of the 'rown Code as indicated on the infonnation submitted with the application. Standard 1`3: The intended use is in harmony and with the general intent of this (,'hapter, The nature and, intensity of the proposed use is rninor in nature and will afkrd as transition zone between the potential industrial uses and the existing residential uses in that general area, Standard F: I'lie proposed use will not create hazards of any bind to the public, or ­­.............. residents of' the existing neighborbood. The existing public roadways and on site parking are adequate to accommodate the proposed use. Standard G: Off-street pat-king facilities are adequate t"or the intended use. Stea ndard­]EI: T'he proposed 'use will have no adverse impact upon any Town resources, as indicated by the infionnation subrnitted with the application. Standard 1: The site plan as 1,,)roposed encourages safie pedestrian activity internally. Sidewalks are provided on site and as pedestrian/bicycle path, connecting the site tom Carey Road is included in the Site Plan. Standard J: Stormwater drainage facilities are provided as required and do confiorm to the requirements of Chapter 147 of the Town Code as indicated by the information SUbmitted with the application, All post development storinwater runotTovill be reutined on site. M", hlander Engineering,ServhµC�%;,, L 178 Maple Street, Glens Falls, NY 12901 Design and(,"onstruction Page 2 of 3 Standard K: 'I"'he water supply andsewage disposal facilities as designed are adequate and comply ovidi NYSDOIJ regulations and Chapter 136 of the Town Code for the intended use as shown on the information subinitted with the application. Standard L: fhe preservation and maintenance ofas much of the existing natural vegetation will provide the required visual barriers as required by the Town requirements between the proposed and adjoining uses. Standard M: Fire lanes, emergency zones and fire hydrants are adequate and meet the nee(ts, and requirements of emergency service providers.,. Standard N: 'I'liere is no evidence of areas of ponding, flooding or erosion on site.1"'he design of the proposed stria cture, roadway and parking areas will riot impact such areas. Standard 0: The site plan as proposed I'lor the intended uses cornplies with all design standards and requirentents of this Chapter. Included in this submission are 15 copies each of the following: "I'his letter,project narrative and Planning Standards; Site Plan Review Application & Deed; Short Environmental Assessment [''onu; Stories Water Management Report; Photos . Existing Site --Trees, & Proposed Interior w/brief narrative; Proposed Building Colors; Exterior L.ighting Fixtures -C atalog Cut Sheets. Please contact me if you have any questions or require additional inforniation. Very 'fruly Yours, Sr. Proiject Manager .1figh/ande ,,'ngineering Ser��4co,�s, 11110 17811 aa1a1 treet, Glens Falls, NY 12801 and Constructieni h,'tigineerinp,A,olefdewis Page 3 of 3 Site Plan Review Application Review Process: Applicant and/or agent shall meet with Zoning Administrator to determine type of review needed Pre-submission meeting with staff is required to determine general completeness of application materials (to be held no later than 1 week prior to deadline submittal-Call (518) 761-8220 for an appointment). Application submittal: one (1) original application package, one (1) deed and 14 copies of the application package with the application fee* Determination of application completeness and placement on an agenda Planning Board meetings are generally the third & fourth Tuesday's of each month. You will be advised in writing as to which meeting to attend. Following the meeting you will be provided with a copy of the resolution stating the Board's decision on your application. if your application was approved, the next likely step is a Building Permit. If your application was denied your project cannot proceed as submitted. *Fee: $100.00 (0 to 10,000 sf); $250.00 (10,001 to 30,000 sf); $500.00 (30,001 to 100,000 so; $1,000.00 (100,000+sf) Zoning Staff& Contact Information: Craig Brown, Director of Planning,Zoning&Code Compliance craigb@gueensbury.net Laura Moore, Land Use Planner Imoore@queensbury.net Pam Whiting, Office Specialist (518-761-8220) pamw@queensbury.net Site Plan Review Revised March 2014 1 Town of Queensbury Planning Office-742 Bay Road•Queensbury,NY 12804.518-761-8220 General Information Tax Parcel ID: zVor. s10 "- /-�- Zoning District: ezz- Lot sizer Current Use: Proposed Use: Project Location: fa� FApplicarrt Name -;9 i�o G/'A? �Sc � Address: /� 'i✓d��h.� �c�r' ome Phone Cep: Work Phone Fax E-Mail: Agent's Name: /�/� - ,j��/,c' '�" Address: Home Phone Cell: Work Phone Fax E-mail Owner's Name: Address Home Phone Cell Work Phone Fax E-mail site flan Review Revised March 2014 2 Town of Queensbury Planning Office-742 Bay Road•Queensbury,NY 12804 518-76. 8220 Site Development Data Area/Type Existing sq.ft. Propose j Total sq.ft. Addition s ft. A. Building footprint B. Detached Garage IV141 C. Accessory Structure(s) D. Paved,gravel or other hard surfaced area FT-otal Porches/Decks .boathouse,sundeck,etc.) -f'ermeabie [Add A-F]rea [43,560 sq.ft./acre]L Percenage of Impermeable Area of Site [I=G/H] �r1l Setback Requirements Area Required Existing Proposed Front[1] "r© `�-� r 91 Front[2] /VW Shoreline Ald Side Yard[i] &Y ` Side Yard[2] Rear Yard[1] F l'arcl[Z] /Vgl corridorht[max]meability rking spaces- !}� Site Plan Re*w Revised March 2014 3 Town of Queensbury Planning Office-742.Bay Road Queensbury,NY 12804-51&761.-8220 Additional Proiect Information 1. Will the proposal require a Septic Variance from the Town Board of Health? A16 k. If the parcel has previous approvals, list application number(s); 8 Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program? 4. Estimated project duration: Start Date //'V-'f':r/r .riEnd Date /60'-� / 5. Estimated total cost of project: l �/1i�12 6. Total area of land disturbance for project: Floor Area Ratio Worksheet /W FLOOR AREA RATIO (FAR) --The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet,yielding a percentage. Zoning District Symbol Floor Area Ratio[FAR] Waterfront Residential WR 0.22 Commercial Moderate/Commercial Intensive CM/CI 0.3 Main Street AHS 0.3 A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See"FLOOR AREA RATIO"). B. Commercial or industrial:the total area in square feet as measured from the exterior of the outside walls of a building or structure,and when applicable,the sum total of all floor areas of the principal and accessory buildings or structures on the project site. A. Parcell Area. sq.ft. B. Existing Floor Area sq.ft. [see above definition] C. Proposed Additional Floor Area sq ft D. Proposed Total Floor Area sq. ft. E. Total .Allowable f=loor Area (Area x ) [see above table] *i# D is larger than E, a variance or revisions to your plan may be needed. Please consult w/Staff'. Site Plan Review Revised March 2014 4 Town of Queensbury Planning Office-742 Bay Road•Queensbury.,NY 12804.518-761-8220 § 779-9-R8O Requirements for Site Plan A royal. The Planning Board shall not approve a Site Plan unless it first determines that such site plan meets the following Standards. Please prepare responses to Bach of the following topics. STANDARDS A. The proposed project furthers or Is consi$teint whit the policies of tine Town's Comprehensive Phan. f/� B. The proposed project complies with all other requirements of this Chapter,dnciudmg the.site planreview standards as set forth in Paragraph of this section,the.dimensional,bulk,and density regulations of the_zoning district in which a is proposed to be located(Article 3 and Table 1), the applicable requirements of all other Articles that apply- )f � C. The site plan encourages pedestrian activity internally arid,if pradicab ,to and from the site with pedestrian paths or sidewalks connected to adjacent areas. y D. The site plan must conform to Chapter'136 Sewage and Sewage Disposal, er147 Stomwlpter Management Local Law,and other applicable local laws. ley- j�..� 1�y7�� lJT2•r r 7r�I � �'' mil r.7T• �iA1�JjG� I_. the proposed use shall be in harmony with tate general purpose or intent of this Chapter,specifically taking into account the location,character and size of the proposed use and the description and purpose of the district in which such use is proposed,the nature and frntenslty of the. activities to.be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on supporting pubic services and facilities which will follow the approval of the proposed use. !/rte All F. The establishment,maintenance and operation of the proposed use will not create public hazards from traffic.traffic congestion or the parkin of vehicles and/or equipment or be otherwise detrimental to the health,safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town.Traffic access and circulation,road intersections.road and driveway widths,and traffic condor wilt be adequate. /,/J ��r �. '.- � �rv:Ff/Gc' ����✓i, d� G. Off-street packing and loading facilities will be appropriately located and arranged and sufficient to meet.traffic anticipated to be genera ed by r the new use. The establishment of vehicle inks between parking areas of adjacent properties are provided where feasible. This furthers the Town's goal of reducing curb culs and reducing congestion.A twenty-foot wide connection is required. If adjacent properties are either undeveloped or previously developed without having made provision for fugue linkage, then a future connection must be identified and provided for in the site plan under review for such future linkage when the time arises. The Planning Board may require proof that the applicant has made contact with adjacentproperty owners for purposes of coordinating linkages with adjacent properties. H. The project shall riot an undue adverse impact upon the natural,scenic,aesthetic,ecologk ail,wildlife,historic,recr transit or space resources of the town or the Adirondack Park or upon the adequate provision of supporting rachis and services made necessary by the project,taking into account the commercial,industrial,residential,recreational or other benefits that might be derived from the project In malcutg the determination hereunder,the Plaruting Board shall consider those tactors pertinent to the project contained in the development considerations set forth herein under.§179-9-M of this chapter,and in so doing,the Planning Board she#make a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in§179-9-080 of this Article. ,,, ��//,c%iGtG / r rand The provision for and arrangement of pedestrian traffic access and cdreulation,walkway structures,control.of intersections with vehicular traffic overall pedestrian convenience shall be safe and adegtrate for pedestrian movement. Pedestrla�W �nsbet, int sftes shall be provided to encourage pedestdan,uSe.Stamnwater drainage facilities wilt prevent an increase of post developm drainage flows as.compared to pre development drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shelf not degrade any streams or adversely affect drainage on adjacent propenles or public roads. Facifitles shall be In conformance with drainage standards of ChapI r 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. K. The water supply and sewage d'�sposal facile will tie adequate and will meet all applicable and current.requirements set forth bar Department of Health regulations and Chapter 136 of the Town Code.����, � ��� ���'� �����f�h� �74:� L. The adequacy,type and arrangement of trees;shrubs and other suititbie plantings,landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and ailjoinirtg lards, including the maximum retention of existiri elation and maintenance,including replacement of dead or deceased plants. %ice d M. Fire ;em envy zones,an fire hydrants will.be and itis needs and requirements of ergertcy service providers. N_ The design of structures,roadways and landscaping In eas susceptible to ng, flooding and/or erosion I ininimixe or avoid such impacts to the maximum extent praclitable.. .�n�� 1' Cc / 't.' r�� a/r S' e�rt' a. O. These plan con`rrris to the design standards and performs arils of ihfs dila ,. f3 Cil I G�CL l�E !d C`✓C`` .�� ? Site Plan Review Revised March 2014 Town of Queensbury Planning Office-742 Bay•Road•Queensbury,NY '12844.618-761-8220 179-9-050 A iication for Site Plan Review Absent any waiver or waivers,an application for Site Plan Review shalt include the following: REQUIREMENTS Sheet 0 A A vicinity map drawn at the scale that stows the relationship of th,pioposai to existu+g community facraties which affect or serve it. such as roads,shopping areas,schools. eto. The map shall also show an properties,identify owners,subdivisions.streets,and / easements w within 500`feet of the property- Such a sketch may be superimposed on a United states Geological Survey map of the / area= The site plan shall be drawn at a scale of forty feet to the inch(1'=40 feet)or such other scale as the Planning Hoard may deem appropriate,on standard 24'x Wsheets,:with Continuation on OW x 11"sheets as necessary for written information. The inforrnatian listed below shall be shown on the site plan and continuation sheets. C Name of the project bo(indaries.date,north anew.and scale of the plait. D !Name and address of the owner of record,developer.and seal of the engineer,architect.or landscape architect. If the applicant is not 107// the record owner,a letter of at fhorization shall be required from the owner A f E The location and use of al existing and proposed structures within the property.including all dimensions of height and Noor area,all 5 e-7-0 exterior entrances.and all anticipated future additimm and alterations. F The location of an present and proposed public and private ways, off-street parking areas, driveways, outdoor storage areas. 03.sidewalks,ramps,curbs,paths,landscaping,walls,and fences. Location,type,and screening details for all wade disposal containers 5 , shall also be shown. G The location,height,Intensity,and bulb type.(sodium,incandescent,etc.)of all external lighting fixtures_ The direction of iNumination 4:3'—1 and methods to eliminate glare onto adjokting properties must also be shown in compliance with gt79 6020_ <t H The location,height,size,materials.and design of all proposed signs. I. The location of all present and proposed utility systems including: 1. Sewage or septic system; 2- Water supply system; 3. Telephone,cable.and electrical systems: and 4. Storm drainage system including existing and proposed drain lines,culverts,catch basins,headwalls,endwalls,hydrants, manholes,and drainage sweles. J plans to prevent the pollution of surface or groundwater,erosion of soil both during and after construction, excessive ninoff,and flooding of other properties, as applicable. A Stormwater Pollution.Prevention Plan (SWPPP)for all land development activities (excluding agricultural adivilies)an the site that results in land digWitiance of 1-acre.or more. A SWPPP shall comply with the / requirements of the UEG SPDES MS4 General Permit and Chapter 147 of the Town of Queensbury Code. it shall be at the discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be required fora site Phan review project land disturbance of less than'acre. K Existing and proposed topography at two-foot contour Intervals,or such other contour interval as the Planning Board shall allow. All elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark. If any portion of tate parcel is within.the 100- ��� year ftoodplatn,the area will be shown,and base flood eleyadons given. Areas shall be Indicated the proposed site and wrthln 5t)feet of the proposedsite.vyhere sail remora!or Ming Ls`regt*ed,showing the approximate volume cubic yards. L A landscape plan sftowing all existing natural land•features that may influence the design of the proposed use such as..rockoutcrops, shards of trees.single trees.eight or more Inches in diameter,forest cover.and water sources,and all proposed changes to these-� -3 features including sizes and types of plants. Water sources Include ponds,lakes,wetlands.and watercourses.aquifers,(loodplalns, and drainage retention areas. M Land Use District boundaries within 500 feet at the site's perimeter shall be drawn and identified on the site plan,as well as any overlay Districts that apply to the property- Site Plan Review Revised March 2014b Town of Queensbury Plaftnfttg Office-742 Bay Road•Queensbury;NY 12804 518 761-8220 pEQ111REMEtJiS CONTINUE" Sheet# N Traffic Slow patterns within the ske,.entrances and exits,and loading and unloading areas,as well as curb cuts on the site and within too feet of the site. The Planning Board may,at Its discretion,require a detailed traffic study for large developments or for those in heavy traffic areas.which shall include: i. The projected number of motor vehicle trips to enter or leave the site,estimated for weekly and annual peak hour traffic IBYEls'i 2. The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the ���'y7 ✓ proposed use of the site: 3 The impact of this traffic on levels of service on abutting public streets and at affected intersections. Ekisting and proposed week lyk and annual peak hour traffic levels and road capacity levels shall also be given For new construction or alterations to any strtx:ture,a table containing the following information shall be included: 1. Estimated area of structure to be used for particular purposes such as retail operation,office,storage,etc.; 2. Estimated maximum number of employees; 3. Maximum seating capacity,where apprmblat and 4_ Number of parking spaces existing and required for the intended use. P 1. Floor Plans. 2. Elevations at a scaleof one-quarter inch equals one foot(1/4'=1 foot}for all exterior facades of the proposed structure(s)arKf/or �/Z alterations to or expansions of existing facades,showing design features and indicating the type and color of materials to be used. i r Q soil logs,water supply well and percolation test results:and storm runoff calculations.as needed to determine and mitigate protect -- imp� R' plans for disposal of construction and demolition waste,either on=site or an:approved disposal facility. S Pians:for snow removal,including locatron(s)of on-site snow storage. T An Environmentat Assessment Form CEAP);as required by the SEQRA regulations,with Part 1 completed by the Applicant sfhall be submitted as part of the application. If the proposed project requires a special use permit and an EAF has been submitted in aonjuncW with especial'Use permR application,a duplicate FAF is not required for the site plan application.. U if an application is for a parcel or parcels on which more than one use is proposed.the applicant may submit a single application for all such uses provided the proposed uses are accurately delineated on a site plan drawn pursuant io the requirements set forth , l ation with respect to some proposed uses and not others. For purposes of reviewing above. The Planning Board may grant the applic an application (and for SEQRA compliance) all proposed uses on a single parcel or on contiguous parcels shag be considered together. V A brief narrative statement on how-the project proposed for review furthers or is consistent with thevision,goals and policies In the Town's Comprehensive Plan. H Site Plan Review Revised March 2014 T Town of Queensbury Planrijng Office-742 Say Road-Queensbury,NY 12804-518-751-8220 Pre-Submission Conference Form [17944040 1. Tax Map ID 2. Zoning Classification 3. Table of Allowed Uses is subject to Site Plan Review 4. Ordinance Section# 5. Pre-Submission Meeting Notes;Outstanding Items To Be Addressed Include: Deed Yes No General Information complete Yes No Site Development Data Complete Yes No Setback Requirements Complete Yes No Additional Project Information Complete Yes No "Coverage under DEC,SWPPP Program Yes No FAR Worksheet complete Yes No Standards addressed Yes No Checklist items.addressed Yes No Environmental Form eompteted Yes No Signature Page completed Yes No *Ar,must rovide.office with Notice of Intent Nat SWPPP Acce Lance Form DEC letter issuing permit number- Notice of Termination NO Staff.Representative: Appiicant/Agent_ Date: Site Plan Rev!OW Revised March 2014 g Town of Queensbury Planning Office-742 Bay Road-Queensbury,NY 12804,518-761=8220 Signature Page This page includes the 1.).Authorization to Act as Agent Form:2.)Engineering Fee Disclosure;3.)Authorization for Site Visits; 4.) Other Permit Responsibilities; 5.) Official Meeting Disclosure and 6.) Agreement to provide documentation required. rov"mEnlo AGENT Fonm: omplete the following if the OWNER.of the property is not the same as the applicant Owner: Designates: As agent regarding: Variance Site Plan. Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date OWNER SIGNATURE:. DATE: rppLICANT's AGENT FoFtm- omplete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party Owner. Designates: As agent regarding: Variance Site Plan Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date APPLICANT SIGNATURE: DATE: ._ 2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm.drainage, etc. as determined by the Zoning or Planning Department. Fees fo,r engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$1,000 without notification to the applicant. 3,) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner, Applicant, and hrslhee tieir agents) hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the apprication submitted. 4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteratiorl activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility-to obtain any add tional permits. 5.) OFFIGIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to.have a designated stenographer tape record tate proceedings of meetings resulting from application,and minutes transcribed fforn those tapes constitutes the official record of all proceedings. 6.) AGREEMENT To PROVIDE DOCUMENTATION REQUIRED: 1, the undersigned, have thoroughly read and understand the instructionsfor submission and agree to the submission requirements.I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. f certify that'the application, plans and supporting materials are a true and complete. statemenUdescription of the existing conditions and the work proposed,and that all work will be performed in accordance with the approved plans and In conformance with local zoning regulations. 1 acknowledge that prior to occupying the fagTtfes proposed;I or my agents,will obtain a certificate of occupancy as necessary. I also understand that IMe may be required to provide an as-built survey by a licensed land surveyor of all now iyconstructed facilities prior to issuance of a certificate of occupancy 1 hav ead and gre to the above. Signa e[Applicant] Print Name[Applicant] Date sigVed Signature[Age t] .Print Name[Agent] Date signed Site Plan Review Revised March 2014 9 Town of.Queensbury Planning Office-742 Bay Road-Queensbury,NY 12804.518-761-8220 I. Tax Map ID 2. Zonfou C3assiffeation a Table of Aftwed Useis Ject to 8tte Pian Review . 4 r cO n nce»action# . ,.. � . .. .. a Pre-Submission Meeffog Notes; lanolin lims To Bo Adtimssedinclude. , Deedo ., " GenerW Infomation cmplete Ske Developmont Data ConVlete Yes No Setback Requlmmorft Compme Yoe N AddRional Projed ProInformation ate yes _.No Yes No FAR Worksf*W oomplete Yes NO Standards addressed yep No Chocklist Itema addreswd ,mm No End Farm ownpkftd Yes r mom , O Repreemiativace AppKowt Agent. fir. She Plan Review Ra N%rch 2014 Town of Ovewsbury PWdng Ofte-742 Say Road.Queovsbury,N" 1 .516-181-8220 "w,.w.. a IN /i pp v n,in ,i Gil �wriig Na .r A J rf 2 / D P IOMJ ll NNWP1"F � wfpna"0� / PNAN�wwNM�au�➢ �., "� � @VI�I /``'�I f qi i 'I y IM V %ur f,',A L 1.5 S A H 12{0➢ 4M s $111,550 3,140 acres $26�292-- 1,679 acres 5¢ 7,766 acres $235,110 1. 71.0.6 sw° s a , 26- 7.871.acres $287,100 2,... 3.575 r , 5 rm .. 7.520 acres , 241 Corinth �I.'.� 5 acres $1,763,500 &S IO of s mile west of Exit,18 of 1-87 Adlronda& coo"hway;turn Wi onto Carey Rd hit o Carey hdust(W Park, For r rno ,u h"ift'i r y"at i , c'. ri t a " : � �I�I i 11111 -IIN FI torso: (51281-6477 c,*H H w, Description Date: 1 rop rty Address: Qm2ensburv, 12804 Seller(s): Buyer(s): HARD AS A ROCK TRAIN'G MUTER, INC. The following vacant real property owned by Seller pursuant as the terms and conditions set forth herein: Lot 2 on as survey map prepared by Rist-Frost Associates, P. C. dated October 28, 1987, entitled Northern istri ting Subdivision, Queensbury, Phase 1, containing 2.437± acres of real property, together with all easements and other interests and rights of Seller aeric are appurtenant to thereal:l pr er , including, but not limited to, all right, title, and interest, f any, of Seller in and to any lead lying on any street, road, or avenue in front a: , within, adjacent tai, or adjoining sucbland (collectively, the $$ r r y") ; to be more particularly describ r Via, to be obtained the Purchaser, its expense. The property tar map parcel 308.20-1-3.5. Sketch Map .w 7"t B M pfl 4 Lot 2 a py}; i . Acres 54 Carey Road lv V ;. 7, dM d W ` wm«..,, n ,. w...... emu. .•ryp+r.w , eo' 4V m Carey Road W ° "IS mmnnnnn Cold ll Dmiker Commercial Prime 621 Qgwnhia Str a Oftel,NY 12047 Mumw 19,795. l 1 4aa: 5111.220,9448 Jon Kelley 4 Carey Rd Hit Produced vAth & M70 Fiftm Road,Prow,WNow 48020 Warranty Deed with Lien Covenant Record and Return to: This Indenture Made the 5 day of February, Two Thousand Sixteen. Between CAROLE CAREY and JOHN W. BRITTON, Successor Co-Trustees of the CAREY REAL ESTATE TRUST, a New York trust with an address at 3342 Lake Point Boulevard, Sarasota, Florida 34231, parties of the first part, and TRSB ENTERPRISES LLC, a New York limited liability company with an address at 120 Northwest Drive, Queensbury, New York 12804, party of the second part, Witnesseth that the parties of the first part, in consideration of One Dollar ($1.00) lawful money of the United States, paid by the party of the second part, do hereby grant and release unto the party of the second part, its successors and assigns forever, SEE ATTACHED SCHEDULE "A" Subject to all covenants, easements and restrictions of record. Together with the appurtenances and all the estate and rights of the parties of the first part in and to said premises, To have and to hold the premises herein granted unto the party of the second part, its successors and assigns forever. And said parties of the first part covenants as follows: First, That the party of the second part shall quietly enjoy the said premises; Second, That said parties of the first part will forever Warrant the title to said premises; and Third, That, in compliance with Sec. 13 of the Lien Law, the parties of the first part will receive the consideration for the conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. In Witness Whereof, the parties of the first part have hereunto set their hands and seals the day and year first above written. CAREY REAL ESTATE TRUST In Presence of :B Z4�--�— Y Carole Carey, Successor o-Trustee d jxA-, J Ian W. Britton, Successor Co-Trustee STATE OF FLORIDA ) ss.: COUNTY OF SARASOTA ) On the 3 day ofin the year 2015, before me, the undersigned, personally appeared CAROLE CAREY, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual or the person upon beha of which the individual acted, executed the instrument. CHARLES SOMERVILLE Notary Public-State of Florida Commission#FF 225687 My Comm.Expires Apr 30,2019 Notary Public • Bonded through National Notary Assn,. STATE OF NEW YORK ) ) ss.: COUNTY OF ) On the day of bl'uu in the year 2016, before me, the undersigned, personally appeared JOHN W. BRITTO personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. i KARA CONWAY LOVE Notary Public,State of New York No.4977749 Notary Publi Qualified In Albany County Commission Expires Feb.11,4— 2 SCHEDULE A ALL THAT CERTAIN LOT, PIECE OR PARCEL OF LAND, situate in the Town of Queensbury, County of Warren and State of New York, shown on a map entitled Northern Distributing Subdivision, Town of Queensbury, Phase 2, made by Rist-Frost Associates, P.C., dated February, 1989, filed in the Office of the County Clerk of the County of Warren on October 3, 1989 in the Oversize Map Cabinet as Map E-3, as Lot Number 2. Being a portion of the premises conveyed to the Carey Real Estate Trust by deeds recorded in the office of the Warren County Clerk as follows: (1) Liber 487 of Deeds at Page 263; (2) Liber 584 of Deeds at Page 205; (3) Liber 672 of Deeds at Page 175; (4) Liber 674 of Deeds at Page 465; and, (5) Liber 780 of Deeds at Page 342. cWsersskarakdocumentMwork documentslkchcareyllot 2%warrarty deed-lot 2.docx 3 Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available_ if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1_ You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item,. Part 1 -Project and Sponsor Information TRSB ENTERPRISES,LLC Name of Action or Project: INDOOR ROCK CLIMBING AND TRAINING FACILITY Project Location(describe,and attach a location map): 54 CAREY ROAD,QUEENSBURY,NY 12804 Brief Description of Proposed Action: CONSTRUCT NEW 8400 SF INDOOR ROCK CLIMBING AND TRAINIG FACILITY AND ASSOCIATED SIDEWALKS,PARKING AREAS, PEDESTRIAN PATH/WALKWAY,SEPTIC SYSTEM AND MINIMAL SITE WORK. Name of Applicant or Sponsor: Telephone: (518)321-2837 TOM ROSECRANS,SUSAN BEDDLE,dba TRSB ENTERPRISES,LLC E-Mail: trrocks@yahoo.com Address: 120 NORTHWEST RD. City/PO: State: Zip Code: QUEENSBURY NY 12804 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that z F] may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: SITE PLAN REVIEW AND APPROVAL:QUEESNBURY PLANNING BOARD.BUILDING PERMIT FROM TOWN BUILDING FJ Z DEPARTMENT. 3.a.Total acreage of the site of the proposed action? 2.437 acres b.Total acreage to be physically disturbed? 97 acres a Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.437 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial m Commercial El Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic mOther(specify): LIGHT INDUSTRIAL [—]Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑✓ EI- b. b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ Z 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: FV1 ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑✓ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑✓"' ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑✓ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water. ❑ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: W1 ❑ ON-SITE SEPTIC SYSTEM 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ ❑ b.Is the proposed action located in an archeological sensitive area? ❑ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? W1 ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Z ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline m Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm.water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑ a.Will storm water discharges flow to adjacent properties? ONO YES b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: INO ❑YES Page 2 of 3 1 S.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 1.9. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: [4 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor a e: Daniel F.Bruno,Highlander Eng.Services,PLLC Date: 15-February-2016 Signature: 2�� � PRINT FORM Page 3 of 3 Agency Use Only [If applicable[ Project: Date: Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate El reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? ❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, El ❑ waterbodies,groundwater, air quality,flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage El 11problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑ PRINT FORM Pagel oft Agency Use Only[If applicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration, irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT FORM Page 2 of 2 STORMWATER MANAGEMENT REPORT FOR TRSB ENTERPRISES, LLC PROPOSED INDOOR ROCK CLIMBING AND TRAINING FACILITY 54 CAREY ROAD QUEENSBURY, NY 12804 PREPARED BY HIGHLANDER ENGINEERING SERVICES, PLLC February, 2016 INTRODUCTION The project site is Lot #2, 54 Carey Road in the Carey Industrial Park. The site area is 2.437 acres. EXISTING CONDITIONS The site is currently undeveloped and contains a fairly dense growth of mature trees. The site is essentially flat, sloping slightly to the north and there is no evidence of any stormwater runoff leaving the site. The site soils are classified by the Warren County SCS Soils Survey as Oakville, to fine sand and are well draining. Subdivision test pits confirmed the soil classification with fine and medium sandy loam over coarse sands, with no water or mottling evident. These soils are deep and well drained and are very suitable for stormwater infiltration. The subdivision percolation tests, previously performed, showed rates ranging from 16 seconds to 40 seconds. The soil information will be confirmed in the field prior to the commencement of any construction. Town of gLueensbury 50-Year Design Storm The Town of Queensbury Code requires that peak discharge from the 50 year storm be reduced to pre-development rates. All runoff from the 50 year storm is being infiltrated on site, therefore, the design meets the Town of Queensbur,y peak discharge requirement. Temoorary Erosion and Sediment Control Measures Temporary erosion and sediment control measures will be employed during construction as indicated on the erosion and sediment control plans and will be in 11 ,11 Q 1,JIL t,,,4 DER?, hfiql?1011derErgineering,Ser vic , PLLC 178 Maple Street, Glens Falls, NY 12801 1)esign and Construction Enghwering Solutions Page I of 2 conformance with the New York State Department of Environmental Conservation 's "New York Guidelines for Urban Erosion and Sediment Control". DRAINAGE METHODOLOGY As the existing soils are very well drained, all runoff from all impervious areas such asthe new building roofs, sidewalks and parking areas will be directed to eave trenches and infiltration trenches as shown on the plans and thereby infiltrated into the ground on site CALCULATIONS Computations—SCS Ti R- HydroCAD 50 year storm event —Type It rainfall = 4.8"' Soils—fine to medium sands over coarse sands �o Subdivision percolation rates— 16-40 seconds per inch Highlo,nder Enginev in Services, PLLC 178 Maple Street,Glens Falls, NY 12801 Desiqry and Constrtwtion riigineetng,5,r,)Itottepi,5 Page 2 of 2 TRSB ENTERPRISES LLC j PROPOSED INDOOR ROCK CLIMBING AND TRAINING FACILITY 54 CAREY ROAD QU VEENSBURY. NY 12804 HvdroCAD RESULTS - 50 YEAR DESIGN STORM PREPARED BY HIHGLANDER ENGINEERING SERVICE%-?LLC February, 2016 Ilighlander Engineering Servkes, PLLC 178 Maple Street,Glens FaHs, NY 12801 Design and Cotmtructlion Engineering Solutioris Page 1 of I 1S 2S 3S 4S LOW R F SIDE ALK&SOUTH HIGH RC OF AREA EAST PAR ING LOT& PARKING SIDE ALK xi P 2P 3P INFILTRATION EAVE TRENCH INFITRATION TRENCH TRENCH Subcat Reach Of1Q Link Routing Diagram for TRSB ENTERPRISES,LLC-POST DEVELOPMENT Prepared by HIGHLANDER ENGINEERING SERVICES,PLLC, Printed 2/15/2016 HydroGADO 10.00-14 s/n 00565 0 2015 HydroCAD Software SWutions LLC TRSB ENTERPRISES, LLC - POST DEVELOPMENT Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 HydroCAD® 10.00-14 s/n 00565 ©2015 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.335 98 Paved parking, HSG A (2S, 4S) 0.250 98 Roofs, HSG A (1 S, 3S) 0.585 98 TOTAL AREA TRSB ENTERPRISES, LLC - POST DEVELOPMENT Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 H droCADO 10.00-14 s/n 00565 ©2015 H droCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.585 HSG A 1 S, 2S, 3S, 4S 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 0.585 TOTAL AREA TRSB ENTERPRISES, LLC - POST DEVELOPMENT Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 H droCADO 10.00-14 s/n 00565 ©2015 H droCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.335 0.000 0.000 0.000 0.000 0.335 Paved parking 2S, 4S 0.250 0.000 0.000 0.000 0.000 0.250 Roofs 1 S, 3S 0.585 0.000 0.000 0.000 0.000 0.585 TOTAL AREA TRSB ENTERPRISES, LLC - POST DEVELOPMENT Type 11 24-hr 50 YEAR Rainfall=4.80" Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 H droCAD® 10.00-14 s/n 00565 ©2015 H droCAD Software Solutions LLC Page 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: LOW ROOF Runoff Area=6,000 sf 100.00% Impervious Runoff Depth>4.19" Flow Length=50' Slope=0.2500 '/' Tc=0.2 min CN=98 Runoff=1.06 cfs 0.048 of Subcatchment 2S: SIDEWALK&SOUTH Runoff Area=8,931 sf 100.00% Impervious Runoff Depth>4.19" Flow Length=64' Slope=0.0300 '/' Tc=0.6 min CN=98 Runoff=1.57 cfs 0.072 of Subcatchment 3S: HIGH ROOF AREA Runoff Area=4,900 sf 100.00% Impervious Runoff Depth>4.19" Flow Length=70' Slope=0.0250 7 Tc=0.7 min CN=98 Runoff--0.86 cfs 0.039 of Subcatchment 4S: EAST PARKING LOT& Runoff Area=5,651 sf 100.00% Impervious Runoff Depth>4.19" Flow Length=64' Slope=0.0250 T Tc=0.6 min CN=98 Runoff--0.99 cfs 0.045 of Pond 1 P: INFILTRATION TRENCH Peak Elev=6.89' Storage-0.020 of Inflow=2,63 cfs 0.120 of Outflow=1.19 cfs 0.120 of Pond 2P: EAVE TRENCH Peak EIev=6.02' Storage=243 cf Inflow=0.86 cfs 0.039 of Outflow=0.41 cfs 0.039 of Pond 3P: INFITRATION TRENCH Peak EIev=4.96' Storage=0.007 of Inflow=0.99 cfs 0.045 of Outflow=0.43 cfs 0.045 of Total Runoff Area = 0.585 ac Runoff Volume = 0.204 of Average Runoff Depth =4.19" 0.00% Pervious= 0.000 ac 100,00% Impervious = 0.585 ac TRSB ENTERPRISES, LLC - POST DEVELOPMENT Type // 24-hr 50 YEAR Rainfall=4.80" Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 H droCAD® 10.00-14 s/n 00565 @2015 H droCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: LOW ROOF Runoff = 1.06 cfs @ 11.89 hrs, Volume= 0.048 af, Depth> 4.19" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 50 YEAR Rainfall=4.80" Area (sf) CN Description 6,000 98 Roofs, HSG A 6,000 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.2 50 0.2500 4.03 Sheet Flow, LOW ROOF AREA Smooth surfaces n= 0.011 P2= 4.80" Summary for Subcatchment 2S: SIDEWALK & SOUTH PARKING Runoff = 1.57 cfs @ 11.89 hrs, Volume= 0.072 af, Depth> 4.19" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type it 24-hr 50 YEAR Rainfall=4.80" Area (sf) CN Description _ 8,931 98 Paved parking, HSG A 8,931 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 64 0.0300 1.81 Sheet Flow, SOUTH PARKING LOT &SIDEWALK Smooth surfaces n= 0.011 P2= 4.80" Summary for Subcatchment 3S: HIGH ROOF AREA Runoff = 0.86 cfs @ 11.89 hrs, Volume= 0.039 af, Depth> 4.19" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 50 YEAR Rainfall=4.80" Area (sf) CN Description 4,900 98 Roofs, HSG A 4,900 100.00% Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft ft/sec cfs 0.7 70 0.0250 1.72 Sheet Flow, HIGH ROOF Smooth surfaces n= 0.011 P2= 4.80" TRSB ENTERPRISES, LLC - POST DEVELOPMENT Type //24-hr 50 YEAR Rainfall=4.80" Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 H droCADO 10.00-14 s/n 00565 ©2015 H droCAD Software Solutions LLC Page 7 Summary for Subcatchment 4S: EAST PARKING LOT & SIDEWALK Runoff = 0.99 cfs @ 11.89 hrs, Volume= 0.045 af, Depth> 4.19" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 50 YEAR Rainfall=4.80" Area (sf) CN Description 5,651 98 Paved parking, HSG A 5,651 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 64 0.0250 1.68 Sheet Flow, EAST PARKING LOT &SIDEWALK Smooth surfaces n= 0.011 P2= 4.80" Summary for Pond 1 P: INFILTRATION TRENCH Inflow Area = 0.343 ac,100.00% Impervious, Inflow Depth > 4.19" for 50 YEAR event Inflow = 2.63 cfs @ 11.89 hrs, Volume= 0.120 of Outflow = 1.19 cfs @ 11.97 hrs, Volume= 0.120 af, Atten= 55%, Lag= 5.0 min Discarded = 1.19 cfs @ 11.97 hrs, Volume= 0.120 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 6.89' @ 11.97 hrs Surf.Area= 0.014 ac Storage= 0.020 of Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 3.3 min ( 729.6- 726.3 ) Volume Invert Avail.Storage Storage Description #1 4.00' 0.023 of 60.0"W x 40.0" H Box Pipe Storage L= 120.0' 0.046 of Overall x 50.0%Voids Device Routing Invert Outlet Devices #1 Discarded 4.00' 50.000 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=1.17 cfs @ 11.97 hrs HW=6.81' (Free Discharge) L1=Exfiltration ( Controls 1.17 cfs) Summary for Pond 2P: EAVE TRENCH Inflow Area = 0.112 ac,100.00% Impervious, Inflow Depth > 4.19" for 50 YEAR event Inflow = 0.86 cfs @ 11.89 hrs, Volume= 0.039 of Outflow = 0.41 cfs @ 11.97 hrs, Volume= 0.039 af, Atten= 52%, Lag= 4.9 min Discarded = 0.41 cfs @ 11.97 hrs, Volume= 0.039 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs TRSB ENTERPRISES, LLC - POST DEVELOPMENT Type 1l 24-hr 50 YEAR Rainfall=4.80" Prepared by HIGHLANDER ENGINEERING SERVICES, PLLC Printed 2/15/2016 H droCAD@ 10.00-14 s/n 00565 @2015 H droCAD Software Solutions LLC Page 8 Peak Elev= 6.02' @ 11.97 hrs Surf.Area= 240 sf Storage= 243 cf Plug-Flow detention time= 2.5 min calculated for 0.039 of(100% of inflow) Center-of-Mass det. time= 2.4 min ( 728.9- 726.5 ) Volume Invert Avail.Stora a Storage Description #1 4.00' 400 cf 24.0" W x 40.0" H Box Pipe Storage L= 120.0' 800 cf Overall x 50.0% Voids Device Routing Invert Outlet Devices #1 Discarded 4.00' 50.000 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.41 cfs @ 11.97 hrs HW=5.96' (Free Discharge) t-1=Exfiltration ( Controls 0.41 cfs) Summary for Pond 3P: INFITRATION TRENCH Inflow Area = 0.130 ac,100.00% Impervious, Inflow Depth > 4.19" for 50 YEAR event Inflow = 0.99 cfs @ 11.89 hrs, Volume= 0.045 of Outflow = 0.43 cfs @ 11.98 hrs, Volume= 0.045 af, Atten= 57%, Lag= 5.3 min Discarded = 0.43 cfs @ 11.98 hrs, Volume= 0.045 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev=4.96' @ 11.98 hrs Surf_Area= 0.007 ac Storage= 0.007 of Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 2.7 min ( 729.1 - 726.4) Volume Invert Avail.Storage Storage Description #1 4.00' 0.023 of 60.0" W x 40.0" H Box Pipe Storage L= 60.0' Device Routing Invert Outlet Devices #1 Discarded 4.00' 50.000 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.43 cfs @ 11.98 hrs HW=4.94' (Free Discharge) L1=Exfiltration ( Controls 0.43 cfs) / i / r, lid / r / r � r , i e ,N„ / , y f / fifiJ l Y r v r uuuuuu, r /✓ Ir A / p 1 �� N .r 1" 9 Yu '' 19116 l,�/° ✓1XUl/ r r t Vii' i 1f, Oil i ii if it r �A, r i �I V r i� /�%G, vi ��j, J, �Il�, �, � iii II I �'a �� „oi,,,„ ; ��� � u1 1�1�1� IIIIIIIIIIIIIII I''" ��, f �� yr /, 7�,G �, ��� i' I� �� �„��i�� i 1911 i fj,. j � 4l% �� ��� �� 1 � ,, ., �,, 1' a �',uu i% f /�' �/,/ �, /�; �; ////'r ,,� �, ���� f ' I ''.I �' 411111111 � ��/,� r 1 .% � i9�� „ ����� �� > � ✓� u ��� a.' i1 illll kdA� �; %j�� � V %. � ��� '`..iiiil ��i 4411 /„ a' 1 1 0l uu � X �,,� i� �IKi���iNiYiYiYiYi f p{uV I i �' 9� '� ,' i�� � �/ , � r '� �„ i uulilililili i 1 1�/„ ,�� %/ IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiV i ���� VIII ii �i ��„ �j' � 1�,1116� I � ��, t '� ` r�� � > r' �„�� t 5y ?��J f ( i r � � ��r d; !�` r ,i �, y �� � I �`��� �1� �� � i ', fP ��f�i ����i ul°������� ��1�I 4 �; , r � e „�, ; ��� !y I/%/,/ liU/� � � /G� �i% /,„ ,��� f%% i i� //r , � ' �� � / i � ����'%�iii � r ;; II ii � s. ' �% %// /i/% i o a� � ... f�� � �� //i I, fi4uNA0flllf(H%/(((UTIdY�IAYy(IUS(IOIOIlIlI1III////���/%/%%////�I//////%%/%//%��IYI��FIIYNI! / / i l o Commercial Indoff r Rock Climbing,since its inception in the U.S. in 1987" has grown to almost 400 gyres in 2015. large"clear span buildings hast a variety off angled surfaces with bolted-on plastic holds to simulate utdo sr climbing, "rhese holds can be hew periodically tea create different"routes"'" of varying difficulties, Originally just tr ininw for outdoor climbing the business has taken on a life of its own and is now considered spurt unto its own. Most modem gyms also provide various fitness venues as well;yoga"pil t s"weight training,and so,on. R c Sp wrt"founded in 1991, is one of the oldest existing gyms in the U.S.and seeks two modernize rni its climbing andff`itni ss offerings. Colors- Med-Span, Insulated Wall Panels, Root'Panels, Aichiteettiral Wall Vane, Insulate... 11age I M Ar 'ry M4 T L in it R,,'? mf', 've K ;w,5"d 3a.,rl0 S FOA 1"W" codc�St�"r matt 1� [P N IN a HrjJ HON""b", I Arrhitecturat Wadd Panot C Stuiated Watt P*4144 TOf WWII, 'fr/ SA�vta F#I wad NiliftO m":p Oarder"WaR PW F2 lasut-Rib"waR Panet M U f rl CF Mesa,UgM NNIA and Partition Wstd Lvad"spa anlabaim' NA"'A"n d A S P,I,'c)"t at I W0.70EA86SRJ:B5 rr"Os 4,COO Color Code# 43114813 CY Muted Walt Panat Finish Fluk,SUengO,i 70%PVDF Fkwropo�yrner Pr,,a4Yrlsftrr CFR IIS oof Pavwi Coatings LS-34"firtsukated Roof Poi,�yester aml WAIN Panel ONE CC""I WINNE =11 14MM"If"Immi c I "I , 3r,7'iwwr CM= 1, *94etalk paint finishes wiK exhibit wbishift,Mia devadanccs, striations anjil Wnqitvddnal pattev'ri4)g that ave inherent characiterMks and we not a proiluct defect or cwsse for rejection. Wr CHAS" 2, Ido warwty svailabte on Prepnkm HiWoodgr6n Metal Sries v" "Aw ,,, ''- anterior coim. l'ittp://wNvw,nietispan.cotii/prodticts/coininercial-ii,idiistrial/`c,t'-ti,i,esa-lig,lit-ti°iesa-aiiia-pa rtiti(,),,, 2,115/2016 C.,olors- Metf-Spm, Insulated Wall Panels, Rool'Panel s, Architectural Wall Pane, Insulate— Page 2 as 2 3,AU Mett-Span w4xs are forrnutatod to provide maxumum eflerqN, effic4racy and sWar rehedMty. Alt standard wvaikabte Premium aod Prerrwium R coUirs have been for mWated for maximum solm reflectance, 4, Prices vwy bycoltor,gauge and qumOity of nwtM, Nleasecorrtact your pr etl•Span representative for corrip9pte inforrnafion, 5 All coWN shown here approximate adms�Finish cOom as accurate(y as possNe, 6,Light Rom-Tuff Gate"dos rwt matclrr khe Light Stone- Standard SP coor offewinq, P'OflFred",MO 4A 990 Cam1pany P'4,odach Noms Rwwwrces PheAAW mod ,M 6WA, His,xjr Y ArrhiticlapoM parid"', W h�1,1,e FIap c,r ,AD t,6rary Far4;1110r�, (abrouprwme;i+i&Iv,,drbr a Grr . 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S PA,W e k i I,"'f r 1 6, r, P, i,,k i IN a, �'d rt;r;. to fAm t ri,l 41 0 o"wc, S- f 6[ 'A ',V-di COLORS ArchftectuW WaU Ponet Striated Wilk Pan(A S V,wort-Cast S d I Savaa Fel WA PanW HPCI Sardar-MWPlamak 7,2 Msull-Rib"MIA PaYW U Mau,Ught Mesa And in 61mm Par0don WaH Gukl,v R:0,17 E:O88 SK 41 r t,,rn u a, c �id,e rf,I",' f e" ("ff', ka a I�i Cotor Code 0 432AII 144 CF F(uted WaR PaW Finish F&Strength 70%,PVDF Moropotyrner C FR Roof panell Coatings LS,36"�vr%WatwRilwl i rc!rn k,�rv" i r, n z dP i,l,� s" E! and Watt Pane� m NO m P"',F�y t a,,,r cc:== striatiom and 1onqitu&n,,wL patbprmnq that are mhemmt characterisUm and are nota pq,oduct deffecl,oc cause fm rejection, t,i v r A7 2, No warranty avad,We on Premium M WoodWaon Met* eros intedor CMOrs. http:/,,Iwmrw,tnetlspati,.coin/pr(,)dticts/coiiiiiiercial-itiduil,rial/cf-iiiesa-liglit-iiiesa-and-pa,rlitio.., 2/15/2016 Colors- Meti-Span, Insulated Wall Panels, Root,"Panels, Architectural Wall Pane, Insulate .. Page 2 of 2 3, AU Meth-Span colo m are formuWed to prov,We maxmum em,gy, efficiency and solaf r@Aectrvity� All standard avartalbte PrerrOum and Prem4im Hi c0ors have been formutated for maximum soW rprlecxarm°c 4, Pwkes Vafy by cotor,gauge and quantity of rnetal, Nome contoct your MOO Span mpiresentat,�Ye for comptete mhxrnabon, 5, Ak colors shrywn here approxintate wkW finish colors as accuratety as posMWc 6,Light Stone—Mf Cote*does riot match the Ught Stone Standard SP c0or off sang. hpflpme.f"WAW,99w) Company Rroducts News Resources Phon't a ;�a 66W, r 4 t,tf,� Af'ChiU,'CJ'IV,V,P/MPN Mkv Papeq, (:AD l,b ary kax, Dockpwwr6rt. 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NOTES Accessades B'u6 P cx%hY"m."vAwh"I" 4 pkc'vox'oxi 04",V"i,"QAvI IT),AN3, 4 PIR g"'f"Aw" Ccwf&qA,NAM qxx fie %N, f A Ca MR m"d P'it'WCitV"")'400' M04M)',XV'I 9rAy V"'4 rim,O t""vol, WN Mm.g A—wj w0~wwwMMwM I GM M".Mam%e"Nww"t wk rMf"m Wow M 64" t" r. t(j, lw",ifp'ita ,vv—rvo a h�' A �ll�i�>�Il6�rn%�(�ail6,iiril��ualafib�ip r,�rrl�r,i�rA�u �� ��Iro �'llll'11111�1 Lurvien Output invo-.,✓A-a,r„rna%o au.f.�o vo. h,4” a -� ,ia�ro�r owy0uu 4�V,,Af J?N'00'1 W, turpx,r Om,J, m ,of,f, A,-.8 lrj 4,Jhkl'q'ti�� utlle'.kf,an„yd✓ „^Gr,,,,;Hw r"JAu c” br,, „vro�,vmr .�, ",rPa"e; FIN11111113"111, IC3 MIAMI III, Ill 0 C,3 llietlf, III M' 1)�INIli�,Oil It'll I i Is I�. 48 Im r V 1,MA 14 U10 a u6 r k 4f, r u w a 4 69 r W9 rMepNa �tw6'w 1 k14 N"' @ 1 & J w! j f 1M16 P,n4 r X 1 i,J tl b;4 1 ,Wp`?ww p f VB II S >I d9M uq &b N V'i1 " f W,6 N W o f ,Waw M1r t 4 �I r � P H6 41:1 � k Pf kr0 � whw�r4 ' �°w04 4w ub t 42 R,,"1r � AW f 6 ww1, i t� � w"6 � _" G,"ViJ b � o I &�, „dP BOr1,612 G wn"4r �+ q„°,4d r, 9 qu 0 4 4m 4 % vY,4 W ,10 �'o AA, 0 IRA h M 4 W k,MO, by 45 r'�S4�k 'D if 't"a � �wdk Uk � D 4 YP� r9"" r w,1 q r n, W �; P;�w N � ? � "1� ✓"� � � NV ` 1T 6,4wp Ib - � 0 ;W p "'iY O11 wr J 6 a1 I,Vo 4 4 1k 1 t�wa tl 8d 4 0.d G f S"r Piz&ww§�q &4w,w k 17 61M x 4, a"j ; V I 0G 1 44 o p & w11 !',tl41 V wS C i 'w'4f84rY '4 1 9d a '- 199 �, 8 k.Wfa " 6 Jy "u9 dw l4q 9 w _ R,p B f <a J f 9 l �,;Kv tl o �i� 1 l o1m Pt w, P B 4A 11 dw o o 14 ;,kw V i 014 ",tio � 1 0, 1 w'U4 � I1w4 b "k 7 w4 � �wr� °s f '2 w �, Y`� ➢„"1>Wr 6 +F w w7 ..wl^„ 7 Ni k i � WC,;aeuV5 1 °Aa �;4W ( S l _! 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