The URL can be used to link to this page

Home My WebLink AboutDWQ-2024-006024McWane Ductile – Utah Cooling Water Intake Structure Permit Application Requirements Attachment 1 Form 1 Section 7 Site Maps -USGS Aerial -USGS Topographical -Facility Drawing .,, USGS ""-"'-• -- U.S. OEPARTMEtfT OF TH£ INTEA.IOFt U.S. G£0l.0GlCAL SURVE:Y .......,. - SCAlf 1:24000 ... · ------ '11'1 - •--o',._,_...,. PROVO QUADRANGLE UT AK-UTAH CO. 7,5-MIHUTt:SUI.CS __ __ --... PROVO, UT 201<1 111·•~-..... ..., ... .. , ... .,...,.. UTAH LAKE'/,/ (EXCEED SAND TD ~tffl,,:YM.HRl1' ,-o,n-.;~~U.""'4~,i.,,oo,_.,. ,,.,,, IWSGS U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY -hlr•I/Ullfllll- •37""'"[ "'SS"""'N ~;;~_Ii?E~;~;;urv.y TN,moob ... , ..... _,_,......,bo -Oll>Hlottlrir.-><>~.-•,_,_,.,,11,1•-....,.,!loMmoy_be_,,,Obtalop,tffll!u .... boloN ffltffinlpriYote!onds. LakeShore INNo6au/M., (;usTopo Prow,Bay SCALE1:2400'.I COl<TOIJltJ<l"tRVM.10,tIT N(lm<--YEm(..U.D;.Tl,IMOf1"311 ™'"""w"'"'°""'"''°'°"to,,o"""'"" Nl<klnal"-ual"""'-U'.ITopo,n><\•:tl .. ndard. PROVO QUADRANGLE UT AH -UT AH COUNTY 7.5-MlNUTE SERIES ·111.6250'"°·1250' .,. __ ----~--*_.., __ °'""'"""""''-~"'U-r .. ,...,,.,...,_<Oo'>olll_andrffitl<"""~ PROVO, UT 2023 IRONTON CANAL DIVISION OF McWANE INC.PROVO, UTAH McWANE DUCTILE STORMWATER POLLUTION PREVENTION PLAN STORMWATER SOURCE AREAS FIGURE 2 CREATED OUTFALL SW-VI AND MOVED OUTFALL SW-IV (12/20/10 HG) MOVED OUTFALL SW-1 AND ADDED NEW STORM DRAIN (08/03/2011 HG) REVISED DRAINAGE AREA AND EFFECTIVE RUNOFF (04/13/2012-HG) ADDED INFILTRATION POND (09/13/12 HG) REMOVED SW-III (05/07/14 HG) REMOVED SW-V AND SW-VI, REVISED DRAINAGE AREA, FACILITY NAME CHANGE (04/20/15 HG) ADDED NEW POLES BUILDING AND STORM DRAIN LINES, MOVED SW-IV, REMOVED SW-I OUTFALL(03/31/2023 OC) SW-II SW-IV LANDFILL PIPE STORAGE ROLL OFF STAGING AREA POLES MILLION GALLON POND PIPE STORAGE NEW POLES BUILDING POLE STORAGECASTING MELTING WORKS OFFICE GUARDHOUSE MA C H I N E S H O P & G A R A G E WAREHOUSE RECEIVING FINISHINGSH I P P I N G SH I P P I N G SP E C I A L LI N I N G S OUTFALL SW-II DRAINAGE AREA OUTFALL SW-IV DRAINAGE AREA STORM DRAIN PIPING FLOW DIRECTION STORM WATER OUTFALL Cooling Water Intake Structure Attachment 2 Form 1 Section 9 Intake Structure -Drawings -Diagrams -Photos CCCCC oooooooolllliiiinnngggg WWWa ttteeeerrr IIInnnn ttttaaaakkkkkeeee SSSS ttttrrrruuuucc ttuu rre MMMMMcccccWWWWWaaaannnneeee DDDDuccctiiillleee UUUttaaatttth,,FFFeeebbbbrrrruuaaarryyyy 22200022444 70 ft NN .:,t I ' . I :$.! Q D t ' I ._, ~--1- [J==: =41==-. -. I I -z.1· ~ -~-~-1't ====-==t:'.'::===~-----'lc-+---+-- . ' I 1 I ' I I ' f --, C .,. • N I•·:" ,f ,' ....J• -l.. l Iii ' , ,:., ~"f· f ~ ~fl 1~ Wr1~~..t-.U ~, ';t, '1,11'.f;, ST~t. j(,fi-jei bl CT::: • '10 ;,<'j· d'1, 01' 3/"' ~-2.o"l(q1ft1-'I(,_ - I ' I i: !! u I,,~ C, _,, . - ' tJ ,. ' I -. II II ' - Ii II c-' .. w ,._ .. . , - A,-A PACIFIC STATES CAST IRON PIPE CO. OIVISION OF McWANE CAST IRON PIPE CO ll PLJJIIT, PROVO. UTAH W_ATE!l. WA'/'5.I .Sf'!Zq-~ CkEK -~-'\~"-GC4i~ PLJrvi11~ IN~~T -f"1J;(~ Scl:eE.l-.,i 1hTA1;))2. f>.),1<11!;,tg REVISIONS ORAWN.f-I,. .l'J OAT£--7~e APPROVED APeROYtO 4 APPROVE'O 3 8 12" 19" 3 9 12" 20" 12" 12" 4 1 3 2 4916" 658" 14" A 18" 316" DETAIL A NOTES:ALL WELDS TO BE 3/8" FILLET WELDS UNLESS 1.OTHERWISE SPECIFIED.GRIND AND DEBUR ALL SHARP CORNERS.2.PAINT ALL FABRICATED COMPONENTS WITH ONE 3.COAT PRIMER & ONE COAT INDUSTRIAL GRAY PAINT. REFERENCE DRAWINGS G0070014: PUMPS INLET~ FILTER SCREEN ROTATOR BULKHEAD & GATES ESTIMATED WEIGHT: REVISIONS REV.DESCRIPTION DATE APPROVED 0 INITIAL RELEASE 02/13/2024 matthew.prusak ITEM NO.QTY.DESCRIPTION LENGTH MATERIAL 1 2 BAR 1/8" X 1 1/2"39 1/2"ASTM A36 Steel 2 1 1/2"-#13F EXPANDED METAL ASTM A36 Steel 3 1 Ø 5/8" ROUND 13 15/16"ASTM A36 Steel 4 2 BAR 1/8" X 1 1/2"17"ASTM A36 Steel PROVO, UTAHDIVISION OF McWANE INC.McWANE DUCTILE PROJECT NUMBER REMOVE ALL BURRS AND BREAK ALL SHARP EDGES.UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE SUBJECT TO THE FOLLOWING TOLERANCES: ±.005±.01 ±1/16 .XXX.XX FRACTION SCALE1:8 CHECKEDChristopher Ream 02/13/2024DATEDRAWN ANGLE ±0.1 Spring Creek Cooling Water Inlet Screen G007953CALL DIMENSIONS ARE IN INCHESUNLESS OTHERWISE NOTED. ECR NUMBER GENERAL PLANT, WATER WAYS matthew.prusak SHEET 1 OF 1 REVISION 0 Attachment 3 Form 1 Section 9 40 CFR 122.21(r) Additional Information - Narrative (1) - Biological Characterization Study (3)(iii) & (6) - Water Intake Volume (3)(iv) - Water Balance Schematic MCWANE DUCTILE UTAH – AN EXISTING MANUFACTURING FACILITY 40 CFR 122.21(r) Application Requirements for Facilities with Cooling Water Intake Structures 40 CFR 122.21(r)(1)(ii) Existing Facilities (H) See official USFWS threatened and endangered species list for facility. 40 CFR 122.21(r)(2) Source Water Physical Data There is one McWane Ductile Utah cooling water intake structure, as defined at 40 CFR 125.83, subject to the requirements of 40 CFR 122.21(r). (i) The cooling water intake structure of the McWane Ductile Utah (MDU) facility withdraws water from the Ironton Canal, a diversion from Spring Creek and a tributary of Utah Lake, at location S 1322 ft. W 4070 ft. from NE corner of Sec 20 T7S R3E SLBM, UTM of 446179.584, 4450070.206, in accordance with water rights. There are no other withdrawal points from waters of the United States. See figures, aerials, and engineering drawings. Temperature and other field data are found in facility 2018 application. (ii) The Ironton Canal is a man‐made water diversion. It is approximately 23 feet wide and four feet deep at the intake structure location. The intake structure pulls water by gravity alone through dual screens and is therefore believed to not significantly influence water in the canal further than approximately two feet distant. (iii) Locational maps are attached. 40 CFR 122.21(r)(3) Cooling Water Intake (i) The cooling water intake structure consists of two 12‐inch diameter circular intakes (east intake and west intake), approximately 4.0 feet apart, that merge then flow to a 20‐inch pipe containing water flowing from the “million‐gallon reservoir” to the MDU facility. There are accessible valves which can be used to close the intakes. The entire cooling water intake structure is encapsulated by a screen (0.5” to 1.0” mesh) fully extending to the canal bed and above the canal water level, even at high water levels. Inside of the encapsulating screen, each intake has two separate screens of 40” by 19” with 0.5” to 1.0” mesh which fully block the intake. The center of each intake is approximately 2.0 feet below the top of the screen. . Photos and engineering diagrams are attached. (ii) The east intake is at N40°11’58.45” W111°37’55.69”. The west intake is at N40°11’58.47” W111°37’55.74”. (iii) The cooling tower intake structure operates during facility production hours. Generally, this is 10 hours per day. The facility operates year‐round, but there were 189 production days in 2023. Both intake points operate simultaneously. Intakes are fully screened, with flow adjusted by operating each intake’s valve. Flow quantity calculations are included. (iv) A flow distribution and water balance diagram are included. (v) Engineering drawings are included. 40 CFR 122.21(r)(4) Source Water Baseline Biological Characterization Study MDU obtained an official threatened and endangered species list from USFWS in February 2024. It is included with this package. There are no aquatic threatened, endangered, or fragile species that are likely to occur on MDU property. The nearest species of concern, the June Sucker (Chasmistes liorus) fish, has designated critical habitat along the primary shoreline of Utah Lake. Although no known formal field studies have occurred to document the biological community in the vicinity of the cooling water intake structure, no June Sucker fish have been observed in recent years. An estimated 90% of observed fish are adult non‐native common carp (Cyprinus carpio) and the balance are species including but not limited to white bass, largemouth bass, and channel catfish. In the vicinity of the cooling water intake structure, the common carp are top and bottom detritus feeders while other species appear to largely migrate through. According to the Utah Division of Wildlife Resources, “carp spawn during the spring and summer, usually in shallow water. Large numbers of eggs (large females can produce well over 1 million eggs) are released into the water and hatch in one to two weeks.” Amphibians and reptiles are only very rarely observed here, likely due to facility activities. Thus, the carp are the species most susceptible to impingement and entrainment. The Ironton Canal‐ Lower has a No Evidence of Impairment listing in the Utah Department of Environmental Quality Final 2022 Integrated Report: 305(b) and 303(d). MDU has taken active measures to minimize impingement and entrainment. First, the entire cooling water intake structure is encapsulated by a screen (0.5” to 1.0” mesh) fully extending to the canal bed and above the canal water level, even at high water levels. The facility can partially raise the level of the canal in the facility vicinity by partially blocking a culvert further downstream on our property. MDU uses the culvert to maintain water levels within range of the intake screens. Screens may be removed for cleaning or repair but are only to be removed during non‐operational hours when inflow is minimal. These measures do not affect water quality for the aquatic species. 40 CFR 122.21(r)(5) Cooling Water System Data There is one McWane Ductile Utah (MDU) cooling water intake structure, as defined at 40 CFR 125.83, subject to the requirements of 40 CFR 122.21(r). The cooling water intake structure of the MDU facility withdraws water from the Ironton Canal, a diversion from Spring Creek and a tributary of Utah Lake, at location S 1322 ft. W 4070 ft. from NE corner of Sec 20 T7S R3E SLBM, UTM of 446179.584, 4450070.206, in accordance with water rights. There are no other withdrawal points from waters of the United States. The canal intake structure serves as a primary source of cooling water for the production process of ductile pipe and poles. The intake structure operates concurrently with plant production, or 10 to 12.5 hours per production day in 2023. There were 189 production days in 2023. The structure is field‐constructed and was specially engineered for MDU. Engineering diagrams suggest a construction date of 1988. Canal water is pulled by gravity into two submerged and screened 12‐inch ports, which merge into a single 12‐inch pipe. This pipe merges with a 20‐inch pipe that draws water from the plant “million‐gallon reservoir”— a cooling pond for post‐ production non‐contact cooling water that is also fed by stream, spring, and well water to which MDU holds water rights. The 20‐inch pipe enters the plant where water is then pumped to either the plant cupola shell, tuyere system, or casting machine systems for non‐contact cooling. Process water is supplemented by municipal make‐up water, added within the plant. After use in plant systems, water may be returned to the million‐gallon reservoir for cooling. Reservoir water will then either be reused in the plant for further non‐contact cooling or discharged via a permitted and monitored outfall (Outfall 001) to the Ironton Canal. It is estimated that, year‐round, canal water withdrawals are approximately five times that of metered city water usage used as supplemental process water. This amounted to approximately 104 million gallons in 2023, or 198 gallons per minute (gpm). However, higher proportions of canal water are used in summer because canal intake water is cool relative to reservoir and city water, which assists in the cooling process. The maximum canal water use month for 2023 is believed to have been May, when approximately 15,867,071 gallons were withdrawn. When limited to production hours for May 2023, this equals 1,202 gpm. If rounded up to 1,300 gallons per minute, this equals 1.87 million gallons per day (mgd). Engineering diagrams, intake maximum flow calculations, data of 2023 plant water use from the Ironton Canal and a water flow diagram are attached. MDU has taken active measures to minimize impingement and entrainment. First, the entire cooling water intake structure is encapsulated by a screen (0.5” to 1.0” mesh) fully extending to the canal bed and above the canal water level, even at high water levels. Inside of this screen, each intake has two separate screens of 39.5” by 20” with 0.5” to 1.0” mesh which fully block that intake. The facility can partially raise the level of the canal in the facility vicinity by partially blocking a culvert further downstream on our property. MDU uses this culvert to maintain water levels within range of the intake structure screens. Screens may be removed for cleaning or repair. 40 CFR 122.21(r)(6) Chosen Method(s) of Compliance with Impingement Mortality Standard As detailed in the previous section, data supports the assertion that the facility does not meet the criteria set forth in 40 CFR 125.91(2) of the intake structure having a design intake flow of greater than 2 mgd. Therefore, the facility does not believe itself to be subject to the requirements of 40 CFR 125.94 and 40 CFR 122.21(r)(6). Nevertheless, the facility believes it has a de minimis rate of impingement as described at 40 CFR 125.94(c)(11). 40 CFR 122.21(r)(7) Entrainment Performance Studies There have been no known entrainment performance studies performed at the cooling water intake structure or at comparable structures at other facilities. The age and site‐specific and field‐constructed nature of the structure reduces the relevance of performance studies at all other known facilities, which are not representative of conditions at MDU. 40 CFR 122.21(r)(8) Operational Status The plant operates continuously; however, units that use cooling water currently operate during a 12 hr/day, 3 days/week production schedule. MDU previously operated 10 to 12.5 hr/day for 4 to 6 days/week in 2023. MDU may return to these schedules at a currently undetermined time, in accordance with market demand. The cupola, tuyere, and casting machine units described previously have an active operational status. These units are anticipated to remain active. MDU is currently considering the installation of an additional casting machine comparable in size and scope to the ones currently in operation. There are no other new units, which may utilize canal water, planned at MDU within the next 5 years. February 07, 2024 United States Department of the Interior FISH AND WILDLIFE SERVICE Utah Ecological Services Field Office 2369 West Orton Circle, Suite 50 West Valley City, UT 84119-7603 Phone: (801) 975-3330 Fax: (801) 975-3331 In Reply Refer To: Project Code: 2024-0046563 Project Name: McWane Ductile Utah Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed, and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological Project code: 2024-0046563 02/07/2024 2 of 6 evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: https://www.fws.gov/sites/default/files/documents/endangered-species-consultation- handbook.pdf Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts, see https://www.fws.gov/program/migratory-bird-permit/what- we-do. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures, see https://www.fws.gov/library/collections/threats-birds. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.gov/partner/council-conservation- migratory-birds. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Project code: 2024-0046563 02/07/2024 3 of 6 Ƒ Attachment(s): Official Species List OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Utah Ecological Services Field Office 2369 West Orton Circle, Suite 50 West Valley City, UT 84119-7603 (801) 975-3330 Project code: 2024-0046563 02/07/2024 4 of 6 PROJECT SUMMARY Project Code: 2024-0046563 Project Name: McWane Ductile Utah Project Type: Stormwater Discharge with NPDES Permit Project Description: Provo, Utah Project Location: The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@40.201749,-111.63440826671311,14z Counties: Utah County, Utah Project code: 2024-0046563 02/07/2024 5 of 6 1. ENDANGERED SPECIES ACT SPECIES There is a total of 3 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. BIRDS NAME STATUS Yellow-billed Cuckoo Coccyzus americanus Population: Western U.S. DPS There is final critical habitat for this species. Your location does not overlap the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/3911 Threatened INSECTS NAME STATUS Monarch Butterfly Danaus plexippus No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9743 Candidate FLOWERING PLANTS NAME STATUS Ute Ladies'-tresses Spiranthes diluvialis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/2159 Threatened CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S) MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. 1 Project code: 2024-0046563 02/07/2024 6 of 6 IPAC USER CONTACT INFORMATION Agency: Private Entity Name: David Reese Address: 2550 S Industrial Parkway City: Provo State: UT Zip: 84606 Email david.reese@mcwaneductile.com Phone: 8016234232 Cooling Water Design Intake Max Volume/Rate (40 CFR 122.21(R)(3)(iii) 15,867,071gallons withdrawn from canal in max month of withdrawal from 2023;DĂǇͿ 721,231gal per production day - 22 production days in DĂǇ 2023 72,123gal per production hr on DĂǇ prod. days - 10 production hours per day 1,202.05gpm - max 1300 rounded 60 sec / min 1440 min / day 1000000 gal / MG 7.48 gal / cf 2.90 cfs Max design flow rate;ďŽƚŚŝŶƚĂŬĞƉŽƌƚƐĐŽŵďŝŶĞĚͿ 1.872 MGD Potential Cooling Water Intake Would Trigger CFR §125.91(a)(2) - says §125.94 to 99 would apply If > 2 MGD Month Jan-23 Feb-23 Mar-23 Apr-23 May-23 Jun-23 Jul-23 Aug-23 Sep-23 Oct-23 Nov-23 Dec-23 2023 Withdrawal - Ironton Canal 12,839,892 9,435,452 11,843,172 3,724,296 15,867,071 6,654,919 13,937,828 15,440,146 7,358,351 5,171,032 1,281,412 756,866 104,310,437 all numbers in gallons CM #5 Cooling Tower CM #5 Sump C M # 5 C M # 4 C M # 3 C M # 2 C M # 1 8BTUFXBUFSCastingFloor Washdown Groundwater CM #1/#2 Cooling Tower CityWater MeltingBreak Room CastingFloorBathrooms Roof1200 GalSoluble Oil Tank CityWater MeltingDeck Hose BlackingTank Annealing OvenBreakroom Casting FloorHose Cupola Shell Tuyeres CityWater Ironton Canal Million Gallon Pond Groundwater Well #1 Well #3 Spring #2 Boardman Springs Pond Bypass Evaporation Header Hotwell Intake Structure Canal/Pond Water for Non-Contact Cooling City Water Non-Contact Cooling Return Water