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HomeMy WebLinkAboutApplication APPLICANT 1/4/2022City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Final Site Plan Review SPHINgFlE 0 Application116, Site Plan: ❑ Minor Site Plan Modification: Ll Site Plan Modification: 0 Required Project Information (Applicant: complete this section) Applicant Name: Brett Yancey Phone: (541)747-3331 Company: Springfield School District Fax: Address: 640 A Street, Springfield OR 97477 Applicant's; Rep.: Tony Favreau Phone: (541) 683-7048 Company: The Favreau GroupFax: Address: 3750 Norwich Ave, Eugene OR 97408 Property Owner: Springfield School District Phone• (541) 747-3331 Company: Springfield School District Fax: Address: 640 A Street, Springfield OR 97477 ASSESSOR'S MAP NO: 17-03-26-31 &34 TAX LOT NOS : 2200 & 6200 (respectively) Property Address: 326 Centennial Blvd Size of Property: 32.3 (entire site) Acres 0 AnniAre Feet ❑ Proposed Name of Project: Hamlin Middle School Final Site Plan Description of 11 you are filling in this form by hand, please attach your proposal description to this application. Proposal: Final site plan for case number 811-21-000168-TYP2 Existing Use: Middle school baseball field (zoned PLO) Tentative Case #: 811-21-000168-T) Si natures: Please sign and nrint our name and date in thea ro riate box on the next a e. Requiredcomplete this section) Associated Applications: Case No.: I Date: Reviewed b Application Fee: $ Technical Fee: $ Postage Fee: $0 TOTAL FEES: $ 1 PROJECT NUMBER: Revised 1/1/08 Molly Markarian 1 of 4 P2 Signature I represent this application to be complete for submittal to the City. I affirm that the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 22].1]8 pertaining to a complete application. Owner: 2 AI Signature 0"" Revised 1/1/08 Molly Markarian 2 of 4 Final Site Plan Review Application Process 1. Applicant Submits a Final Site Plan Review Application to the Development Services Department The application must conform to the Fina/ Site Plan Review Submittal Requirements Checklist on page 4 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Final Site Plan Review Submittal Requirements Checklist have been submitted. Applications missing required items will not be accepted for submittal 2. City Staff Conduct Detailed Completeness Check • Planning Division staff conducts a detailed completeness check within 30 days of submittal. • The assigned Planner notifies the applicant in writing regarding the completeness of the application. • An application is not be deemed technically complete until all information necessary to evaluate the proposed development, its impacts, and its compliance with the provisions of the Springfield Development Code and other applicable codes and statutes have been provided. • Incomplete applications, as well as insufficient or unclear data, will delay the application review process and may result in denial. 3. City Staff Review the Application & Issues Final Approval • This is a Type I decision and thus is made without public notice and without a public hearing since there are clear and objective approval criteria and/or development standards that do not require the use of discretion. • Decisions address all the applicable approval criteria and/or development standards. • Applications may be approved, approved with conditions, or denied. • The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed. • The decision issued is the final decision of the City and may not be appealed. 4. City Drafts a Development Agreement Applicant and City sign Development Agreement Final Site Plan and Development Agreement become null and void if construction has not begun within two years of signing the Development Agreement. S. City Conducts Final Site Inspection City authorizes provision of public facilities and services and issues Certificate of Occupancy Revised 1/1/08 Molly Markarian 3 of 4 Final Site Plan Review Submittal Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. ❑ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. The applicable application, technology, and postage fees are collected at the time of complete application submittal. ❑ Final Site Plan Review Application Form ❑ Letter Addressing Conditions of Approval - lists and addresses each condition of approval, detailing the actions taken and current status of each item. ❑ Five (5) Copies of the Final Site Plan Sets incorporating all required modifications and applicable conditions ❑ Additional Documents requested as Conditions of Approval as part of the Site Plan Review decision. Revised 1/1/48 Molly Markarian 4 of 4 Response to Conditions of Approval for Hamlin Middle School Major Site Plan Modification Case No. 811-21-000168-TYP2 1. The Final Site Plan must provide details on the private sewer pump station to be installed on the site including the size, type and manufacturer's specifications for the pump system; location and depth of installation; and the plumbing connections to be installed between the drain and sewer lateral in accordance with Plumbing Code requirements. If the pump is located above ground, it must be fully screen according to the requirements of SDC 4.3-12S.D. Response: Per Sheet 3 of the Final Site Plan, further details of the sewer pump to be installed are shown on the attached spec sheet, which has also been included in this submittal. Therefore, this condition is satisfied. 2. The Final Site Plan must provide for replacement of the three street light fixtures along the Centennial Boulevard frontage of the site with LED fixtures meeting current City standards. Response: Per Sheet 2 of the Final Site Plan, the three street light fixtures have been called out to be upgraded to LED fixtures by SUB Electric. Staff has been included on an email request to SUB to upgrade the fixtures. Therefore, this condition has been satisfied. 3. The Final Site Plan must provide for full reconstruction and replanting of all parking lot islands and landscaping areas that have been removed or damaged by construction vehicle movements in the southern parking lot. Response: Per Sheet 2 of the Final Site Plan, the curb that was removed during construction has been called out to be replaced as part of this project. Replacement to mimic pre -construction conditions, including landscaping. Therefore, this condition has been satisfied. 4. Prior to issuance of Final Occupancy and commencement of operations for the stadium facility the applicant must obtain a DWP Permit or Exemption. Response: The applicant has begun coordination with Amy Chmetz at SUB to obtain either an exemption or a DWP Permit. This will be obtained prior to issuance of Final Occupancy and will therefore satisfy this condition. Proof of the exemption or the permit will be provided to the City upon receipt. SANDOWENGINEERIN TECH MEMO DATE: January 3, 2022 TO: Michael Liebler PE City of Springfield FROM: Kelly Sandow P.E. Sandow Engineering RE: Springfield Baseball Project at Hamlin Middle School Parking Plan The existing west baseball field at Hamlin Middle School is undergoing a renovation to upgrade the facilities for use by the newly formed Bushnell University and Springfield Drifters baseball teams. As part of the stadium upgrade, there will be an expansion of the seating capacity to 1,900 spectators. In general, the regular season athletic events will operate at significantly lower spectator levels than the fixed seating capacity, events with higher attendance levels will occur infrequently, and at -capacity attendance events will seldomly occur. The following provides a parking demand management plan for regular -season games and higher attendance games at the new stadium. Use Characteristics The stadium will be the home field for the Bushnell University baseball team, the Springfield Drifters, the Springfield Timbers, and the Springfield High School baseball teams and will be used by other community baseball teams. Bushnell University's regular season will be played from February to May. Games are played on both weekdays and weekends, with start times typically in the afternoon on the weekdays and mornings on the weekends. These games could have an overlap with parking demand from other school events. However, the attendance at these events is anticipated to be low and will not have a significant level of parking demand. The Springfield Drifters regular season will be played from June through August. Games are played on both weekdays and weekends, with start times typically at 7:00 PM. The Springfield Drifters has an agreement with the Springfield School district that during game days, there will be no other events on-site, and the parking lots, both baseball fields, and the track will be exclusively used by the Drifters. There will be no other events on-site that will compete with the available on-site parking. From: Kelly Sandow, PE RE: TDM -Hamlin Baseball Date: 1.3.22 Page 2 The Springfield Timbers regular season is played in June and July. Games are played on weekends and weekdays, with typical games times at 5:00 PM and 7:00 PM. There is anticipated to be little to no overlap with other uses on-site during the regular season. Attendance Levels The Springfield Drifters, in general, will have the highest attendance levels for regular -season games than the other users. As there is no historical attendance data for the Springfield Drifters and Bushnell University, the attendance to the regular season games is estimated using average attendance levels for nearby baseball teams with similar attendance areas and league characteristics. Springfield Timbers are currently using the adjacent facility and have a history of use at the site. Therefore, the attendance levels for Timbers games have been provided via actual attendance data. Table 1 illustrates the average attendance levels for the teams of the Eugene Challengers, Springfield Timbers, and West Coast League teams similar to the Springfield Drifters. TABLE 1: SIMILAR TEAM ATHLETIC EVENTS ATTENDANCE The estimated attendance levels for regular -season games for the Drifters, Bushnell University, and the Timbers are shown in Table 2. TABLE 2: HAMLIN BASEBALL STADIUM REGULAR -SEASON GAME ATTENDANCE Average Average Team Location Attendance Eugene Challengers Eugene, Or 100-300 Springfield Timbers Springfield, Or 50-200 West Coast League Similar Size Cities 200-700 The estimated attendance levels for regular -season games for the Drifters, Bushnell University, and the Timbers are shown in Table 2. TABLE 2: HAMLIN BASEBALL STADIUM REGULAR -SEASON GAME ATTENDANCE Parking Demand The capacity of the stadium is approximately 1,900 spectators. It is estimated that, on average, there will be 3 spectators per vehicle for games at this site. The City of Springfield Development Code allows for a reduction in required parking spaces of 15%(4.6-1101) for being located on a transit corridor and a 5% reduction in required parking (4.6-110 H) for provided additional bike parking. With the 20% reduction, the stadium needs to be able to Average Team Attendance Springfield Timbers 50-200 Bushnell University 100-200 Springfield Drifters 200-600 Parking Demand The capacity of the stadium is approximately 1,900 spectators. It is estimated that, on average, there will be 3 spectators per vehicle for games at this site. The City of Springfield Development Code allows for a reduction in required parking spaces of 15%(4.6-1101) for being located on a transit corridor and a 5% reduction in required parking (4.6-110 H) for provided additional bike parking. With the 20% reduction, the stadium needs to be able to From: Kelly Sandow PE RE: TDM -Hamlin Baseball Date: 1.3.22 Page 3 park 507 vehicles for full capacity events. The specific estimated parking demand for each of the typical uses for the site is provided in Table 3. TABLE 3: HAM LIN BASEBALL STADI UM REGULAR -SEASON PARKING DEMAND Average Attendance Team Springfield Timbers 50-200 Bushnell University 100-200 Springfield Drifters 200-800 *players are typically bussed in for these teams —utilizing the parking reduction for multi -modal options Parking Parking Demand Demand Total Spectators** Staff/Players Demand 15-55 25 40-80 30-55 10* 40-65 55-215 10* 65-225 The parking demand will typically be the highest for the Springfield Drifters, up to 225 vehicles. In general, the regular -season games for all three teams will be within the parking capacity of Hamlin Middle School. Spectator levels beyond the parking capacity will occur infrequently. Parking Management Plan The following parking plan has been developed to facilitate the parking demand during events at the stadium based on estimated spectator levels. 0-885 Spectators Hamlin Middle School has 236 parking spaces available on-site for games (see Figure 1). The 236 parking spaces can accommodate 885 spectators. As discussed above, regular -season games will generally have spectator levels below 885. The parking demand for regular -season games up to 885 spectators can be fully accommodated within the Hamlin Middle School site. There are no additional special accommodations needed for parking management up to 885 spectators. It is recommended, however, that the stadium manager encourage the use of the adjacent LTD/EMX transit routes. As stated previously, the Springfield Drifters will have exclusive use of the parking lots during games and will have the highest parking demand. Typical games will have a parking demand of up to 225 vehicles. At this spectator level, there are no additional parking demand management actions needed for the Springfield Drifters. The Springfield Timbers typically have a parking demand of up to 80 vehicles. All parking can be accommodated on site. There are generally no parking demand conflicts on-site during the Timbers games as the games are held outside of the school year/school day. Bushnell University is anticipated to have a parking demand of up to 65 vehicles. It is recommended that when game days occur during weekdays during the school year, the From: Kelly Sandow PE BE: TDM -Hamlin Baseball Date: 1.3.22 Page 4 parking lot directly to the south of the stadium be reserved for use by Bushnell to ensure available parking for spectators. There is sufficient parking within Hamlin Middle School lots to facilitate the typical game during the weekday. It is also recommended that temporary movable signage (sandwich boards) be placed at the entrance to the south lot, on the west side of the main driveway across from the south lot and placed at the entrance from L Street that direct incoming vehicles to the south parking lot. Team buses to the site that occur on weekdays during the school year will drop off/pick up in the south parking lot and store off-site until the game(s) are over. Signs shall be placed internal to the site as shown in the attached Figure 2. 885-1,900 Soectators Events at this spectator level will occur infrequently and will likely only occur during the Drifters' use. Springfield School District will allow the use of parking lots within the Springfield High School (SHS) for events that occur at this level. Springfield High School is located within a half -mile walking distance. There are sidewalks and signalized street crossings between the ballpark and the parking lots at SHS (Figure 3). The total number of parking spaces needed to accommodate 1,900 spectators is 507 spaces. Hamlin Middle School will provide 236 spaces. Therefore, 271 spaces are needed at Springfield High School. Springfield High School campus has 384 non -handicapped parking spaces available. The 384 parking spaces can accommodate 1,381 spectators (using the 3 people per car and 20 percent parking reduction. The parking between Hamlin Middle School (236 spaces) and Springfield High School (384 spaces) is sufficient to accommodate the total parking spaces needed for the 1,900 spectators (507 spaces). The total available parking between Hamlin Middle School and Springfield High School is 617 spaces which can accommodate up to 2,221 spectators (note: beyond 1,900 spectators requires special event permitting) Games at this spectator level will occur outside of school hours. Therefore, there are no special provisions needed to separate school parking and trips with the baseball use. The following provides TDM measures for events with more than 885 spectators o Use parking at Springfield High School (384 spaces) o Promote the use of EMX and the station located adjacent to the site o Promote bicycling and walking o Place signage along route to SHS shown in Figure 4 o Have sandwich boards ready to be placed, as per Figure 5, internal to the site. When the internal lot is 90% full, attendants shall direct drivers to other lots. Attendants will direct drivers and will have a map on hand to provide to drivers. From: Kelly Sandow PE RE: TDM -Hamlin Baseball Date: 1.3.22 Page 5 Events at capacity will occur very infrequently and have the possibility of unique characteristics (i.e., out-of-town guests staying at hotels) that should be managed specifica Ilyfor the event type. Possible additional suggestions for parking management for at -capacity events are: o Group/discount rate at specific hotels with shuttle from the hotel o Discounts for using EmX o Shuttles from off-site parking locations (i.e., Bushnell University, hotels, etc.) Monitoring The parking demand will be monitored and reported to the City on an annual basis. The monitoring and reporting will include the following information: • Average attendance/spectator levels for each baseball use. i.e., Bushnell University, Springfield Drifters, etc. • Dates and attendance levels for events where the capacity exceeded the available on- site parking at Hamlin Middle School/ 885 spectators. • Discussion of additional measures taken to address parking demand during the year • The School District will work with the City on additional parking demand management measures needed according to the success of the parking plan. 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Type ANSI Case - Cast Iron Bronze Impeller Mounting Style 2613 Removal Impeller - Cast Iron Rotating Cutter - 440C Stainless Steel Rockwell 58C Shredder Ring - 440C Stainless Steel Rockwell 58C Stainless Steel Hardware Motor Double Seal - Tandem - Upper - Carbon against Ceramic - Lower- Silicon Carbide against Silicon Carbide Air -Filled Hermetically Sealed Shaft - Stainless Steel Series 300 Motor Sbell - Cast Iron Insulation - Class F Ball Bearings - 2 - Double Sealed IYLYI1t7tiuY7TE���� sE��; start motor 60 Hz, rTScr 208-230 volts Automatic nese al and overload protectio Bail I Phase 29 1/4 3 Phase 2Inch 23 /2 _--- ANSI Discharge 33/4 � I1� Replaces SN -2516, July 1, 2015 CUL/I1LBx losien Proof Motor Capacities -Wet wells 575 Volt 60 Hz 3 Phase Motor Dia a, Gallons per Moisture Sensor and Temperature Limiter Side FotofDepth Additional Power Cable Len the Inches Round Square Stainless Steel Lifting Cable 24 24 30 nt 30 37 47 g out 36 53 6] 20 60 147 IS] 2 212 269 it cam wet wen dl Maximum 10'hrdsper hour. Minimum run time - 1 12 minutes. um w M 1 SN -2516 JANUARY 1, 2019 2516 Motor ®etaft 7 Pump Model: 2576 v Phase: a Voltage: l los .1 RPM: 1750 v t HP: [7 - FIA: 5.3 I WEIL 2 Inch Removal System 2613-2 latguide pip" 'packer Simplex A ve cover discharge 23 6.00 1 2,39 (lnler amp Sliding Guide Pipe Mornt weight Number Elmer Brnckel AQ Flat Type Co. Gwee Ap Imn Iran Wrc4ti Cover 42 26 3K2021 Iron Branca o;;hnar Pip wrap 42 26131[9102 316SS 3165S sne;=e.—so Cover 42 1r K;, [me Iron Angle Side 42 2613K6032 Iron le guide pipe bracket Access Flinch Side Guide Pipe-\ Angle 0 Guide Pipe Brae BCB guide pipe bracket Sidc 1 2613K3021 Blind Flmge Imn HCR BCB 42 2613Km21 Guide Pipe Bmckie ll BCB Pipe 42 t Guide pipe 316SS 316SS BCH Discharge Pipe 42 ' romp Duplex - BCB System Sliding Brucker Order Flmr Discharge Guide Pipe Mount Flange Kin Number Elbow Ft., Elbow Bl-lan Type Snb Banc 2613K7021 I. Iron Wpe Discharge Flange Kit - For Floor Elbow Inclines - Flange. Gasket and Hardware Weil =2 bull oval configuration Order Number Material Pipe Type Typee 1613KIK Cyt Iron Threaded Weil 26131[202 Cast Iron Plain End Weil 2613K942 31655 Plain End Wcil r Intermediate Guide Pipe Bracket: 210.666.002 Intenuediale Guide Pipe BenZ71 N Www.weilpump.com SN -2613-2 System Includes: April 9, 2018 • Discharge Floor Hlbow-one . sliding Bmeka-one honor - B 316 Searle,S Lxplosion l`xaofMWen - 316 Srainlcns Srcel . Guide rine Hmeknt-aim Flap,(cover mornp-bolts m winxrell corer or - N'gle 9a' (side morn) bolts In venial side mall or l -13CIi Brad d -mounts to dieelmrhepipe Not Included: • Disrhu,Pipe-(2incb sclmdule 40). Guide Pipe(Iinch wlmdulo 411) Options: • Discharge Flange Kir l'ir Floor Elbow • Inrmnediam Guide Pipe Bmcka • Sub Bose far Flom Elbow • Level Control LiNng Assembly for BCF, Duplex Bracket Removal System: Page I Kept March 23,2017 2613-2 Simplex 23 6.00 1 2,39 (lnler Floor Sliding Guide Pipe Mornt weight Number Elmer Brnckel Bracket Type Co. 26 13 K 1021 Imn Iran Flan Cover 42 26 3K2021 Iron Branca HIM Cevor 42 26131[9102 316SS 3165S Flm Cover 42 26; 3K5]13 [me Iron Angle Side 42 2613K6032 Iron Bran- Angle Side 42 2613K9122 316SS 316SS Angle Sidc 42 2613K3021 Iron Imn HCR ripe 42 2613Km21 Iron ll BCB Pipe 42 2613K9p2 316SS 316SS BCH Pipe 42 Duplex - BCB System Order Flmr Sliding Guide Pipe Mount Welgbt Number Elbow Bracket Bl-lan Type Lbs. 2613K7021 I. Iron Wpe BCH a4 Z7MIron pmme ape BCB 84 Page I Kept March 23,2017 2613-2 it Required 3.00 300 23 6.00 1 2,39 Wed j� Meant4 NPT 2,00 Ounde, Pipes Ease OfWat Well C.'F Sliding� Floor Ellper Breaker 7.12 4.56 Page I Kept March 23,2017 2613-2 WEIL 2Inch Removal System 2613-2 Elbow www.weilpump.com SN -2613-2 Level Control Lifting Assembly with Tail Piece © BCB Duplex Guide Pipe Bracket - Sminlow Steel 3/4" Mounting Pipe let Level Camrals (Nmineludcd) Pressu2 Diapham Level Canhnl Spec. Sheet Style Material Diecha�go Tetheni Flange Level Central INat imh dN) Diameter See SN -82311 Spec. Shat Simple, SubBas, in" 2 inch Floor Elbow has n 2 inch NPT is cut "moral if the NPT Tap is use Sub Base for Duplex Installations Steel Ualva sized or Stainless Steel sub best with stainless steel smds is used to locate and install the 2613 discharge floor elbows in u wet well. Mounting locations match standard Weil 8804/8815 wet well covers and 2616 valves. Three 9/16 holes for bolting to the wet well floor. Waterproof adhesive 3M Marine 5200 could be used instead of bolting, Order Number Style Material Strad Min. Wet Well Sae Diameter 2613K602 Simple, Galvanized in" 24" 2613K922 Sint lex Siff 30455 1/2" 24" 2613K501 ex Galvanized 1/Y' up ee 304 / Level Control Lifting Assembly (Duplex BCH systems only) Does not include level control switches or mounting pipe. See SN -8220 and SN -8230 Order Number 2613KS01 Loval Control Lilting Assembly with Tailpiece Paget 1wl. Month 23.2017 2613-2 WEIL Tethered Level Control 8234 Intrinsically Safe Circuit Float Switch The 8234 switch is required when intrinsically safe relays are used for pump control or high water alarm circuits. Switches are rated 1 amp. An intrinsically safe circuit operates at a low DC voltage and current - typically 9 -volts, 10 milliamps. A small amount of oxidation on the switch contactscan cause unreliable circuit operation. The contacts in the hermetically scaled mercury switch compartment or the gold plated contacts of the 8234 float switch remain corrosion free. This insures trouble free operation. Each tethered switch includes a cord grip and strap mount for mo siting to a 3/4 inch or 1 inch diameter pipe. Mounting Bracket Y4Wd NrP 4� Im6 v ane xtw,. x Mounting Plate e>Dla a at Ma h Q Naw ne alole Q Q 8234 Options 8234 Single Pole old pro). Order Neuter Laugh(Ft) Wt.(Lbs.) 82341[im4 20 4 8234KI006G 40 6 8234KI00BG 8234KI01OG 60 80 8 10 2 wim cord -B1eck/WhiW 8234 Single Pole Mereary Switch Cord proz Order Number Lengh(Ft.) WL(Lhs.) 8214K1 M 20 4 8234KJ:6M 40 6 8234KIOOBM 60 8 'riTR.irdSQ:lE.xs!fi IRR 8234 Double Pole Memury Switch Option Description 314.399.000 Mounting Brecker-Fra sidewa0, suspends 3/4 inch pipe from wet We0 wall. Pipe Na included. 315-445.001 Mmmtiag Plate - Round 8 -inch diameter with fear holes for level consul cable cold grips Suspends 3/4 or 1 inch pipe fmm mounting plate. Pipe not included. Fastens m wet we0 coverwiW fmhners. 304.331.096 Mmmting Pipe -3/4 inch whdule40,10feetiong. Threededmoncend. Formechmicalswitches. 303.935.103 Mounting Pipe- I inch sebedule 40, 10 feet long. Thresded an one and. For mercury swiwbes. Simples Configuration Curd M , Plate Grip HWA/High Wat. FSA Lead/ Start FS2 n Off/Stop FSI /? Duplex Configuration Cord Mounting Plate OriP Wet Well Wet Well Cove KWA/High Water Cover PSA Lag/Standby FS3 Lead/Start FS2 Off/stop �\ FSI How to order: Specify Ord. Numb., Wet Well Depth and Option. F. O. B. Cdarborg (Milwaukee), Wisconsin I ❑R Replaces SN -8234, March 1, 2009 D-35 SN -8234 JUNE 1, 2014 8234 Cord App— OrderNumber Lengh (FL) Wt(Lba.) 823412 2 4 8234K2004 40 6 4wue curd-Bn sacc east R Bue Option Description 314.399.000 Mounting Brecker-Fra sidewa0, suspends 3/4 inch pipe from wet We0 wall. Pipe Na included. 315-445.001 Mmmtiag Plate - Round 8 -inch diameter with fear holes for level consul cable cold grips Suspends 3/4 or 1 inch pipe fmm mounting plate. Pipe not included. Fastens m wet we0 coverwiW fmhners. 304.331.096 Mmmting Pipe -3/4 inch whdule40,10feetiong. Threededmoncend. Formechmicalswitches. 303.935.103 Mounting Pipe- I inch sebedule 40, 10 feet long. Thresded an one and. For mercury swiwbes. Simples Configuration Curd M , Plate Grip HWA/High Wat. FSA Lead/ Start FS2 n Off/Stop FSI /? Duplex Configuration Cord Mounting Plate OriP Wet Well Wet Well Cove KWA/High Water Cover PSA Lag/Standby FS3 Lead/Start FS2 Off/stop �\ FSI How to order: Specify Ord. Numb., Wet Well Depth and Option. F. O. B. Cdarborg (Milwaukee), Wisconsin I ❑R Replaces SN -8234, March 1, 2009 D-35 SN -8234 JUNE 1, 2014 8234 WEIL Duplex Alternating Pump Control Panel 8165 Intrinsically Safe Relay Meets U/L 698A Duplex Type 4 Double Door Dead Front Enclosure • The 8165 is a full featured duplex panel that controls two pumps with U/L explosion -proof motors. • Panel can be operated on 50 or 60 Hera power. • Requkas mode18234 single -pot level switches -these for level connol and one for high water alarm. • Type4enclwumfrindomoreuldomnae. Provides. degree ofpmrectum against fishing rain, splashing warm and hose -directed water, undamaged by the formation ofice on the enclosure. • Exceeds Type 1, 3R and 12 requirements. OUHUt 00RVIEW E.draure sine 24flx24W a8D 0 8165 Control Panel Selection Guide - Determine Phase and Voltage - Determine maximum run currant in amps required by the pump anchor. Panel ludadet • U/L Listed Label - meets U/L 698A • LED Lights, hoar meter, switches, and mar buttons are mounted on inner dram. • One lockable panel disconnect; through -the -atom with door interlock on inner door. The mechanical interlock prevents the door from being opened whin the dlscormect is in the ON position Lock is not provide. • Padlocking hasp- on outer door, padleck not included. • Two lockable pump disconnects, on motor overload protectors. LockisnMprovided. • Electric ISR Alternator, with three position pump selector switch. • Two Contactors-ladushial Duty. • Two Overloads - one pet pump. Ambient compounded bi-metallic (Clessl(finamroverloadcircuirprotecter. inu aveousmagoetic trip for short circuit protection. Single-phase protection far three-phase mamm. Field adjustable within the Amp rouge. • Control main£ormer with fused primary and..dery, fm. tlra x,phase, and single-phase 208 and 230 -volt supply. Single-phase 115 -volt has a fused control circuit • Pumprunswitchm-oneperpurep. Threepomm.'FOA(ted- OBaummade) with spring return ho a1f from tmL • Green lights (2) indicates power to pump motors. • White light indicates control power on. • Red overload lights(2)indicates motor overload condition and pumpisoff. Light remains on andpump remainsaffunfilmsct. • Hammers,(2). Nonmseaingmtt indicdeswmlpump=bme. • Moisture sensmmlay, and pump shut down circuit mounted inside enclosure. Yellow lights indicate moiame, in pump motor. Includes moisture seosar lest butme, • Temperature Sumterchoadt shuts down pump motor when motor over temperature is sensed The temperature limiter circuit automatically resets wheat the motor temperature falls to a normal operating range. Blue light indicates there is a moor over temperature. • hatr nsicaay safe relay and intrinsically safe cimrit for 4level cannot switches. • General Alarm Fault and Pump Run Status isolated contacts. • High Water Alarm System Type 4x. Hold finger mer hole of horn far 1-2 seconds and remove to silence bear (95 dH). - Red HWA light and alamm test button on inner door. - Two isolated contacts me remote monitoring and/or to use as a connection to a phone dialer. • Alarm LED Dome Light - Lexan, Ted flashing on top ofenclosure. Light indicates a general fault condition; overload, high water, moisture sensor m over temp condition. Light mmdn. on, until mora on is aortected. • Control Terminal board, numbered and wired. • Layout and schematic CAD diagrams ate provided. Installer connections at terminal board are clearly marked Motor Order Number A".. Prottecmr Singlo-Phase Slogto-phasc Throw-P6aae Weight Amp Range 115 Vohs ZOVo1rs30 zss�'o, Lbs 1.0-1.6 8165-L-016 8165-D-016 8165-T-016 80 1.6-2.5 8165-L-025 8165-D-025 8165-T-025 80 23-4.0 8165-1-040 8165-1,100 8165-11-040 8165-D-I00—T17TT—jZU- 8165-T-063 80 4.0-6.3 6. - 10.0-16.0 8165-1-160 8165-D-160 8165-T-160 81 16.0-20.0 8165-L-200 8165-D-200 8165-T-200 83 20.0-25.0 8165-L-250 8165-D-250 S165 -T-250 83 25.0-32.0 8165-L-320 8165-D-320 8165-T-320 96 -32.0-40.0 8165-L-000 8165-D-400 8165-T-0OD 96 •40.0-50.0 8165-1,500 8165-D-500 8165-T-500 106 *Includes 2nd disconnect switch and larger enclosure OMONS: 810OK7079 Type 4X 304 Stainless Steel outer enclosure How W Order: Specify the OrderNumber, System Phase and Voltage, and Pump Motor HP. P.O.H. Cedarburg Mlwaukee), Wisconsin X Replaces SN -8165, July 1, 2008 SN -8165 MARCH 1, 2017 8165 WWII. Duplex Alternating Pump Control Panel Intrinsically Safe Relay Meets U/L 698A Type 4 Double Door Dead Front Enclosure Dome Light INNER DOOR VIEW HORN & SILENCE ON oae LPOWOt IOGp WAS UN O51 PIRr@ 1 pllh@ 1 PU49 1 P[IF6 PVGB 1_ pp}g ®�® 8165 8234 Tethered Mounting Plate --,, ` T Cord Grip High Water LSA Lag/Standby LS3 LS2 <% H 8165 MARCH 1, 2017 D-35 SN -8165 8165 Duplex WEIL WI 4/4/2016 10:54 AM ODTERDOORNOTSHOWN H8165 -T1 l Layout 3 -Phase Duplex ISR Panel .dwg $YSIE C__ PoW& I^ -L3 SOPPLY FM v>Ew �--- mss -sense i FIELD NONHAZARDOUS CONNECTIONS Ml M2 5 WIRE SENSOR Connections: RAYdl Add Jumpers to TB2: #21 to 22 & 25; `po #23 to 24 and #26 to 27 Pump I: Red wire to #21 Orange to #23 Black wire to #t0 White wire to #37 Pump 2: Red wire to #21 Orange to #26 Black wire to #10 White wire to #47 Mp Connect ALL Green Wires to Ground. Float Connections may not be changed. Must go on In order and off m revels. order. when c NON HAZARDOUS AREA oforder or' afloat isn't working I INTRINSICALLY SAFE �� wtll sound. CONNECTIONS FOR USE IN The lights on the right side of IS CLASS 1 GROUPS C & D relay will show you which float CLASS GROUPS E,F,&G Out of order or notwmking. ISR 1 tesmuh,accmamrewhh � FIELD CONNECTIONS: an. do4 of do,fix awl I CONNECT EACH WIRE TO MATCHING Elechicordy—eoavemmg NUMBER ON TERMINAL BLOCKS, oWympmelyreaiative 2 non-enmgy am.ing daaieea. 3 Tel OR BOTTOM OF M1&M2. hanneicauy Safe 4 81/8"A41NIMUM Comechons 5 e �`1 HAZARDOUS AREA 8230s 21 White - ___ 4 Level Switch System _____________7_ 7L AGRWhite__j -_{ f 10 _Bllr/R+ht _i f e ansxaNDEY wht f 37 _Blue __{ 'r 27 --ghi { 1 0--- i f� Grd_Green J L533 f^ Grd Groenl Sac START WAt S2NSORCABLE SL2ISOACAHL6 o --I I L52� I wM 91k xlt/wnt Wht a Blk aIWWW j IRsId l- —Bila �F/eId TNI l Rac STOP Wht u �� ll u� ovearms LS� J Moie4ve 5meon MoieEveF MeximumCWlet<opb is 120 Fee I'�p 1 Moore Shea Poop 2 Momr Shell M PIAm w`hm Ae Z ure 'saaa, emv ��hw, `' Cb®ttlMPvrPmpv LmV^Im6 ramivel Iioe VOM1a6e A[Fxlmy Installer to Supply an appropriate power supply A�Emoch Circuit rdele vtepanel ineccoral Cc with Article Codes. National 6lcctdoal m Equivalent) Codes. Fuses (IPJ m .2S XFtm) For Borsch CdaCircuit ProWt.; 1.25 XFull load vve, Motors; Ploy 1 Amp for Coonal Power. IMttedliom (- -)represent Field Cvmectivva. W enlvre: Hlnek-Power [heev_Coeva Had -Control WWk-Commrm(Neotrel) Y<Iltw=LOEtedC®encs Hine=ivtrimlway 9e&Cuwtib Pmvp should rofak w We directive of the Avow vn We P'anP rens. Ch®gerolaGvn of We pumpatrommlpeoel. age wires: 'Cl MdT20v M1 Fm Pom,aP 1. 1. TI sra T2OnMIYN—laP2. wire me Iwtiriduslly Numhred MI &M2=Motor Cvvtumre AREA MPI& Taatotm C'ucvit l4tkWra PHA=Almm Tett 991 @ 882-8p®gAeNm Teel To OH 9=comPmmatcou ❑=Nmvbmcv Tmmicd ltcka(Ml or. TH2). Q-Nombera on Components. -Nmmilly Opao Ca..arcod ovctts. N-Noessay Closed Covmctoncompmenta. Ca%on Cenosavv ofar,YONvdericem the Gomori Power Somoe ortbie Penal wdl (rose Ir�mrtpttope moonmvnlawa wtammy. Mouturesonsor. Hwatecaerathemotor the Semen In6camr Light w.L illum wW and We motor conhol circuit veal open. The motor control circuit will remain open and the tight will remain Euminamd untillitele tbycondilisugs n tp Teetthe senortr Rbydepressorsthetestpush-hmmn. the Rghtwiosah-tminme ,.k. mMoindicat indicator open whca the push -b. ort rcleesN dseivdimter lsc. will go offend the motor control cvcuil wJl (lase. Temp Limiter (Ove Tmapemturs): Ifthe Tetra temperatureofthemomrrises te 130 Tetrads Celsius (266 Degreesd the erme motor control circuit will open and Ne over t®Pa.utuse liFht wJl illamwem. The mawr mvao] scuta wdltromaia open and theay 82 hmwnteduvtil Cffico motmtempenbse amps below 82 Degrees Celsius (I]9 dcgreee FalveMei[). m.wk.-AR RI Aa=wcx wwTea t R4r N R] - e HORN (AD) a�r a o atlmm ZEY m se 17, l 3 s Z I 16 ® ® 8165 H8165 -T1 l Layout 3 -Phase Duplex ISR Panel .dwg $YSIE C__ PoW& I^ -L3 SOPPLY FM v>Ew �--- mss -sense i FIELD NONHAZARDOUS CONNECTIONS Ml M2 5 WIRE SENSOR Connections: RAYdl Add Jumpers to TB2: #21 to 22 & 25; `po #23 to 24 and #26 to 27 Pump I: Red wire to #21 Orange to #23 Black wire to #t0 White wire to #37 Pump 2: Red wire to #21 Orange to #26 Black wire to #10 White wire to #47 Mp Connect ALL Green Wires to Ground. Float Connections may not be changed. Must go on In order and off m revels. order. when c NON HAZARDOUS AREA oforder or' afloat isn't working I INTRINSICALLY SAFE �� wtll sound. CONNECTIONS FOR USE IN The lights on the right side of IS CLASS 1 GROUPS C & D relay will show you which float CLASS GROUPS E,F,&G Out of order or notwmking. ISR 1 tesmuh,accmamrewhh � FIELD CONNECTIONS: an. do4 of do,fix awl I CONNECT EACH WIRE TO MATCHING Elechicordy—eoavemmg NUMBER ON TERMINAL BLOCKS, oWympmelyreaiative 2 non-enmgy am.ing daaieea. 3 Tel OR BOTTOM OF M1&M2. hanneicauy Safe 4 81/8"A41NIMUM Comechons 5 e �`1 HAZARDOUS AREA 8230s 21 White - ___ 4 Level Switch System _____________7_ 7L AGRWhite__j -_{ f 10 _Bllr/R+ht _i f e ansxaNDEY wht f 37 _Blue __{ 'r 27 --ghi { 1 0--- i f� Grd_Green J L533 f^ Grd Groenl Sac START WAt S2NSORCABLE SL2ISOACAHL6 o --I I L52� I wM 91k xlt/wnt Wht a Blk aIWWW j IRsId l- —Bila �F/eId TNI l Rac STOP Wht u �� ll u� ovearms LS� J Moie4ve 5meon MoieEveF MeximumCWlet<opb is 120 Fee I'�p 1 Moore Shea Poop 2 Momr Shell M PIAm w`hm Ae Z ure 'saaa, emv ��hw, `' Cb®ttlMPvrPmpv LmV^Im6 ramivel Iioe VOM1a6e A[Fxlmy Installer to Supply an appropriate power supply A�Emoch Circuit rdele vtepanel ineccoral Cc with Article Codes. National 6lcctdoal m Equivalent) Codes. Fuses (IPJ m .2S XFtm) For Borsch CdaCircuit ProWt.; 1.25 XFull load vve, Motors; Ploy 1 Amp for Coonal Power. IMttedliom (- -)represent Field Cvmectivva. W enlvre: Hlnek-Power [heev_Coeva Had -Control WWk-Commrm(Neotrel) Y<Iltw=LOEtedC®encs Hine=ivtrimlway 9e&Cuwtib Pmvp should rofak w We directive of the Avow vn We P'anP rens. Ch®gerolaGvn of We pumpatrommlpeoel. age wires: 'Cl MdT20v M1 Fm Pom,aP 1. 1. TI sra T2OnMIYN—laP2. wire me Iwtiriduslly Numhred MI &M2=Motor Cvvtumre AREA MPI& Taatotm C'ucvit l4tkWra PHA=Almm Tett 991 @ 882-8p®gAeNm Teel To OH 9=comPmmatcou ❑=Nmvbmcv Tmmicd ltcka(Ml or. TH2). Q-Nombera on Components. -Nmmilly Opao Ca..arcod ovctts. N-Noessay Closed Covmctoncompmenta. Ca%on Cenosavv ofar,YONvdericem the Gomori Power Somoe ortbie Penal wdl (rose Ir�mrtpttope moonmvnlawa wtammy. Mouturesonsor. Hwatecaerathemotor the Semen In6camr Light w.L illum wW and We motor conhol circuit veal open. The motor control circuit will remain open and the tight will remain Euminamd untillitele tbycondilisugs n tp Teetthe senortr Rbydepressorsthetestpush-hmmn. the Rghtwiosah-tminme ,.k. mMoindicat indicator open whca the push -b. ort rcleesN dseivdimter lsc. will go offend the motor control cvcuil wJl (lase. Temp Limiter (Ove Tmapemturs): Ifthe Tetra temperatureofthemomrrises te 130 Tetrads Celsius (266 Degreesd the erme motor control circuit will open and Ne over t®Pa.utuse liFht wJl illamwem. The mawr mvao] scuta wdltromaia open and theay 82 hmwnteduvtil Cffico motmtempenbse amps below 82 Degrees Celsius (I]9 dcgreee FalveMei[). m.wk.-AR RI Aa=wcx wwTea t R4r N R] WEIL WI 4/13/2017 1:25 PM H8165 -T1 l S PANEL NAME Installer to Supply an appropriate power supply PLATE INCLUDES: And Breach Circuit Protection to panel -sysmm volaw in accordance with Article 504 of the National -MotorAuepRas, Electrical Code and Local Codes. -M Panehba,s Fuses (LP -J or Equivalent) For Branch Circuit Protection: 1.25 X Full load amps ofboth 'EOCtO°1Qo` n't1C Motors; Plus 1 Amp fm Control Power. �rnn _ n[�coNNEcr Duplex ISR Panel Awg NON INTRINSICALLY SAFE CIRCUIT .2 � k ed � 2 u 3 u / \ \ \ \ $ - # _ ® o \ § \ 2 /\ ±w ® ) / P:� §) \j 0 \/ Q t a , : G w a 6 A \ § ) / Q a G E ( \ E k (}� / )\// \\\~§ \ \ /\\\\ �\\ {�1i}i)\\ ®2\\\\�®� 00C)C) ) w C) C4 J Q 6 t u) t& m zt \ \ \ Q Ec x {a 76 U U M w r" -1 N M � N M LO O N O p Ur-1 d1 L� r -I N N M " � n 00 � U) C: 0 � � � � � u E � :3 _ Jc: � � } u ® u � ry u � u ® u � QO !� \( \ \\\ FIBERGLASS BASINS $ COVERS 36"IRIuM D,.. STANDARD R. CovEas CAPAcnY FIBEaeL158 WEIGHT FIBERGIAss SABM WEIGHT Flana.. BA91N WEIGHT PART IN U.S. BASIN U.S. W/FlBEaaLA9a AvrF. U.S. WSTEELAHTI FLGAT U.S. No. GA WNW Olay Les AM "F" To PART No. Les. ADD "S" To PART No. les. FB36X036 159 64 103 195 FB36X042 185 71 110 202 F836X048 211 78 118 210 FB36X054 238 86 125 217 FB36X060 264 93 132 224 FB36X066 291 159 198 290 FB36X0M 317 168 207 299 FB36X078 344 177 216 308 FB36X0M 370 186 226 318 FB36XMO 397 S 3Z] 156 ?35 F836X0 G 423 205 244 336 FB36X102F 449 214 253 345 FB36X10B F 476 223 262 354 FB36X114 F 502 232 271 364 PB36X120 F 529 241 281 373 F836X126 F 555 251 290 382 FB36X132 F 582 260 299 391 F836XI38 F 608 269 308 400 FB36XW F 6M 281 320 412 FB36X150 F 661 293 332 424 FB36Xl56 F 687 304 344 436 FBWX162 F 714 316 355 448 FB36X168 F 740 328 367 469 FB36X174 F 767 340 379 471 F836X180 F 793 352 391 483 FS36X166 F 820 364 403 495 FB36XI92 F 846 376 415 507 FB36XI98 F 872 387 426 519 FB36X 134 F 899 399 438 530 F836X210 F 925 411 450 542 1`836X216 F 952 423 462 554 FB36X222 F 978 440 479 571 FB36X228 F 1,005 457 496 588 FB36X234 F 1,031 474 514 606 F536X240 F 1,057 492 531 623 36"IRIuM D,.. STANDARD R. CovEas 12" Thick Said Green Fiberglass Cover -27@5. C36WF 12 gauge Simplex Black Epoxy Steel Cover with C36 -1288A (1) Access Plate and (1) Blank Inspection Plate - 70 Its. 12 gauge Duplex Black Epoxy Steel Cover with M6-12DS k (2) Access Plate aM (1) Blank Inspection Plate - 75 lbs. Standard Round Covera 1f4"thick Solid Steel Cover -901bs. C36W5 For 36" ID Basins 1/4" thick Simplex Black Epoxy Steel Cover with 40 036SSA (1) Access Plate and (1) Blank Inspection Plate - 95 Its. 1f4" thick Duplex Black Epoxy Steel Cover with C36DSA (2) Access Plate and (1) Blank Inspection Plate-1001bs. Steel Single Hatch Door -110115. C36HSS Aluminum Single Hatch Door -45 I1.s. C36HSA wy sone Pec4�4.g aeaer- sea . IBaE RGLASS BASIN SPEC SHEET © a 10 -Contractor must confirm location and size of hole pattern. V Of SIZETYPE TTO f 1PL TYPE— X \ ® vTt PF _ _ _ TorNI TO p — SIZE _ TYFE _ TOP Tn f IiVLET, CISCHARGq ® SOL TYP= TOP TON o- vENr, cGNDUIT, G SIZE TI 101 TO e — PL=. TYP_ _ TOP -0 4 \ / SIZE—_ mE _ ICP Too sI,, Yk TOP T9 c AN I—FLOAIAIION FANGE SPEC FY: o NONE ❑FIRERGASS (ROUND) OFIPERGIASS ENCApsI>_n-E3 ASTM A—SD 9==L (SQL -RE) 40 L__j UY NIP MOUNTING STJDS SPECIFY' 0 NONE ❑ SIMPLEX ■LUP-LX FIBERGLASS BASIN SHORT SPECIFICATION The r used shall be a commercial grade polyester and shall be resins a a lamnte by test or determined by previous serum, to be u cap La Ma for the iclouded cnvmommy.t. The reinforcing material shall be a commercial grade of glass fiber (continuous strand, chopped—strand, continuous mat and/or nonconbinuous mat) having a coupling agent which ui11Loripre and da resin. uit.ble bond betweu� the glass reinforcement The PRP laminate wall thickness shall vary with the suet well height to provide the aggregate strength necessary to meet the tensile and flexural physical propertiesrequirements. The act well FRP wall laminate must be designed to withstand wall collapse or buckling based on a hydiusLatic loading of 92.4 lbs. per you. ft_; a saturated .it weight of 120 Its. per Ed. IN; a soil modulus of 700 the. per eq. fi, and, Lhe pipe diffnese values a specified in ASTM D3953. The wet well FRN laminate n —L be c ..faceted to withstand o sed two times the aeenmed boodle, on any depth of the wet all, The finished Pit' laminate will have a Parcel hardness of at least 90% of the resin nufacturere nes ' specified hurds for the fully c real rBlea Parc at hardness shall be the same for both interior and exterior surfaces. the wet. well top flange shall have an outside diameter at least. 4.0 inches greater than the inside diameter of the wet well, A filar lay air held pattern shall ao—.date the madult., of with at least 0.25 inches iname diter 300 s y stainless elect fasteners. Nou.orroding stainless steelthreaded inserts shall be fully encapsulated with nourcominuore met or chopped—strand glass fiber reinforcement, The inserts shall hove a of'f'set tab to prevent stripping o spinning out when removing and reirsenting cover fasteners, PUMP INFORMATION MFR, Well TYPt U mar—Syss61-- nTel IJODCL'. 2516 Qutc�Removal INUU IFIh1 TOPP =R a osIN F Me IlvmlzaoRa:rt�_ finsia, 10090 1 SOLID STEEL BASIN COVER STAINLESS STEEL HARDWARE STANDARD GASKET TAPE PROVIDED /i C /j Wil\\ 916" DIA. OB � HOLES- �; O- a OD ROUND, COVER �` n SQUARE COVER ALL DIMENSIONS IN INCHES /•����(�14�CU�STRIEC Pelert t0 'IR t D,4 CR py pYI Re /y,/o. •e O6/R6/OS S U O BASIN PART INSIDE OUTSIDE BOLT IMATERIAL NQ STYLE DIM, DIM. CIRCLE THICKNESS <:18-14WS RCJ'1C -- - 14 14 Ga. SQ'UAR_ `8>'B m5 r. scs i?s ins 14 Ga. C18—WS-i RGI'ND- ,s - C24WS RC_pJ::^. 24 ?8TII � C30WS R,:J"JO 30 342.5 .75 tSUUAR= 30,:30 34x34 „25x325 .25 C3F,WS '?r.UV JE 40.25 SQLARCE1 36>361 40,aC ?8 5x385 .25 C420/S RCl1ND 42 46 44.5 .25 SQUAR'- 42x42 1 46x46 44.}x44.71 1b (48W3 ?GUMC 49 54 :;1.0 .t^5 SQUARE 48x48 54x;4 51.0x51.0 .25 ("60W3 R,.^,UNG 5(I nf, 63.0 1 _373 901J0.RF 60x60 66.66 63.0x63.0 .375 C-2ws ROUND 72 78 75.0 .375 SQUARE 72x72 78,-.78 75.0,75.0 .373 ALL DIMENSIONS IN INCHES /•����(�14�CU�STRIEC Pelert t0 'IR t D,4 CR py pYI Re /y,/o. •e O6/R6/OS