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Home My WebLink About3.0 Water Quality Control DataWater Quality Control Division 4300 Cherry Creek Drive South, 82 Denver, Golorado 80246-1530 GDPH E.WQEnqReview@state.co.us 303-692-6298 Engineering Section Colorado Department of Public Health andEm'ironment and Llft Stations Regulation 22 Application Form Section 22.7 of Resulation 22:Sewers Not Elioible for Certificati on e" pioiett ario s*item imormation Svstein Name Roarinq Fork Water & Sanitation District .Piiiaer fitta Eastbank Lift Station Countv':l Garfield Pate. Fee Paid o1 paylpQnt attached .. .: I '. .' .Attached invoice Number and Check Nrrmhar wus4171029174 SGM.lnc. Louis Meyer CO License Number 20797 A!_dress 118 West Sixth Street, Suite 200 Glenwood Sprinqs, CO 81601 Email ..LouisM@som-inc.com (970)945-1004 Fax Roarino Fork Water & Sanitation District Tonva Uren. District Administrator PO Box 1002 Glenwood Sorinos. CO 81601 Emdil info@rfwsd.com 'Phone @70t945-2144 Fax ii. Prrilect informiition Location bxlstlno or oronsedsltel Prooosd Ptoteet Camcllv grlel tocation description New location, Southwest of Cty. Rd. 154, Aproximately 114 mile south of the intersection of Cty. Rd. 154 and Co. Hwv. 82 Maximum Month Average Hydraulic Capacig in million oallons oer div fMGD't 0.102 MGD Lggal tlesaiption (e.o., Torvnshio. Rande)Rural Peak Hour Hydraulic Capacity in million gallons per day (MGD)0.382 MGD Coiintri rrfield Latitude 39.4833571 Organic Capacity (lbs. BOD5/day) - TreaUnent Facilitv Onlv lbs. BODs/dayLonditude07.2945647 Wll a State oifederal grant or loan be sought to finance any portion of the project (e.9., State Revolving Fu.1d)? No x Yes u lf yes, please list projbct number Prolect Schedule and Cost Esti Estimited Birl oodhinti Dale'March 15,2017 Estimaid Completion Date June 30, 2017 estmiteo Proie<t i:mi $180.000 Revised December2013 Section 22.7: Applic,alion Form Erge 1 of7 Colorado Department of Public Health and Environment Water Quality Control Division 4300 Gherry Creek Drive South, 82 Denver, Colorado 80246-1 530 CD PH E.WQE ngReview@state.co.us 303-692-6298 Regulation 22 - Domestic Wastewater Step 2: Application Form Section 22.7: lnterceptor Sewers Not Eligible for Certification and Lift Stations Stations Regulation 22 Application Form Section 22.7 of Requlation 22:Sewers Not Eligible for Certification and Laft Prolect and Svstem lnformation Proiect Title Eastbank Lift Station Svstem Name Roaring Fork Water & Sanitation District C.rrrrnlv Garfield Interceotor/Llft Station Desion lnfomation a) Name and address of wastewater treatment facility providing treatment (Receiving wastewater facility must fill out "Receivino Wastewater Entitv Certification" ) Roaring Fork Wastewater Treatment Facility; 3790 CR 109, Carbondale, CO 81623 Site lnformation 2.Vicinity maps of facility location which includes the followlng: a) 1 mile radius map: habitable buildings, location of public and private potable water wells, an approximate indication of the tooooraohv. and neiohborino land uses Provided with report. See Appendix A. 3.Site Location Tanlng a) Present zoning of the site location? Rural b) Zoning within a one (1) mile radius of the site? For New Lift Stations Only. Provided with report. See Appendix A 4.Floodplain or Natural Hazards a) ls the facility located in a 1OO-year floodplain or other natural hazard area? lf so, what precautions are being taken? The lift station structure is not within the 1O0-year floodplain. b) Has the floodplain been designated by the Colorado Water Conservation Board, Department of Natural Resources or other aoencv? lf so. olease list aoencv name and the desionation. N/A Land Ownership a) Who owns the land upon which the facility will be constructed? Please attach copies of the document(s) creating authority for the applicant to construct the proposed facility at this site. Robert Macgregor; Eastbank, LLC Llft Sta0on Facilitv Onlv 6.Please describe the period during which service area build-out will occur. Substantial growth is anticipated, likely approaching buildout in 20 years. l.Please describe the flows exoected in the first five vears and ten vears of ooeration. The RE-1 schoolwill be the primary flow contributor in year 1. Within the first 5 years, some additional contribution is expected from light commercial and affordable housing developments to account for a projected peak hour flow of 50 gpm. Low-density residential development is expected to begin within 10 years, bringing to the projected peak hour flow to near 100 gpm. Revised December2013 Section 22.7: Application Form bge2olT 8.Will the orooosed lift station reolace an existino lift station? Yes n No x lf Yes, please describe the current flows and loadlngs that will be switched to the proposed lift station. N/A 9.Describe emeroencv back-uo svstem in case of lift station and/or oower failure. An on-site generator will provide backup power. Proiect lnformaUon 10.a) What entity is financially responsible for the construction of the facility? RE-1 SchoolDistrict 11.a) What entity has the financially responsibility for owning and long term operating expense of the proposed facility? Roaring Fork Water and Sanitation District 12.a) What entity has the responsibility for managinq and operatinq the proposed facility after construction? Environmental Process Control, under contract with Roaring Fork Water and Sanitation District Additional Factors 13.Please identi! any additional factors that might help the Water Quality Control Division make an informed decision on your site location aoolication. Revised December2013 Seclion 22.7: Applialion Form PgF,e3of 7 Water Quality Control Division 4i}00 Cherry Creek Drive South, 82 Denver, Colorado 80246-1 530 C DPH E.WQEnoReview@state,co.us 303-6926298 Engineering Section Colorado Departnrent of Public Health t end Envimumcnt and Lift Sta$ons 2. Recomrrendataofl of Revlew Agenciee As required in SEction 2?7(2 aN 3), the applicatioo and the engineering report musl be submittrad to all appropriate local governmenb, 208 planning agencies and State agencies for review and cornment prior to subrnittal to the Division. By signing belotr,, the entity or agency: 1) ac*norledges receipt of the proposed site location applicatbn, 2) has revioted the proposed site locatton application and may elect to provide comments, and 3) has provided a recommandatjon to the Division. The recommendation should be based on the consistency of the proposed site location application with the local comprehensive plan(s) as they relate to water quality and any adopted water guality management plans(s). Please note: lf a does not recommend approval then the authority must attached a leller describing the reason for their decision or commenl on next pago. Applicant Certification and Review Agencies Recommendation Section 22.7 ol Reoulation 22: lnterceotor Sswers Not Eliqible for Certification A. Prolect and Swtem lnformadon Svstem Name Roarino Fork Water & Sanitation Distric{ Proied Title Eastbank Lift Station Countv Garfield I certdy that I am familiar with the requirEmenl ot Regulalion 22 - Site Location and Wastewalar Treatment Works, and have posted the site in accordancs with the Regulations.An engineering report, as described /rr.4 Th€ systern legal re$esentati!,e is the tegary responsiue agent and dec-Eion-mal0pgduthority (e.9., preskJent of a board, public u,orks director, owner). The Consultirg Engineer is no't ihe legal representative and gryl sign lhis torm. 6hn t/tt6nrtAl Garfie,ld 6Dej- Revised December2013 Section 22.7: Application Form kre4ot7 Signature of Other State or Federal Agencies, lf facility is located on or adjacent to a site that is owned or managed by a federal or state aqencv. Role Date Typed Name /Aoencv Siqnature Recommend Aporoval? I Yes I Ll LVo I L l Signahrre of Other Basin Water Quality Authority, Watershed Association, Watershed Authority, etc., lf facllity ls located ln a Water Qualitv Conhol Commisslon Watershed Protection Control Area. Role Date Tvoed Name / Aoencv Sionature RecommendAoproval? I Yes I E I ItIo I E Gomments: Revised December2013 Section 22.7: Appliealion Form Eage 5 of7 Water Quality Control Division Engineering Section €00 Cherry Greek Drive South, 82 Denver, Colorado 80246-i 530 GDPHE.WQEnqReview@state.co.us 303-692-6298Colorado Depaftmenl of PuhlicHeakh andF-nvimnment Lrft WastewatEr Receivlng Entity Certiflcation Sec{lon 22.7 ot 222 Sewers Not Eliolble for Certification and Stations Prdect and Svstcm lnformrfl on Svsbm Nxne Roarino Fork Waier & Sanitation District Proiecf Tllle Eaetbank Lift Station Counlv lGarfieu Wastqrreisr - Certiflca6on of Avallable Treatnent Receiylna waatesaier treaffiont entitv lnfotmatlon Receivino urastelvater sgffncnl entitv and facilitv Roarino Fork Wasteurater Facilitv County Garlieft CDPS discharge permit number and expiration date CO-0044750 | coosdischarsepermitcapacity I Ll'J Site location approml number and date (please attacfi a coov of aDoroval l€tterl SA 3464 | site tocation appro\Ed capacity I Ii['J Proooged iicilitv caoactW imoacts on recelvlno wr3tetrtnter treatmcnt facilitv lorolected at bulldqrt or z0{,saru) Proposed project hydrgulic capacitf maximum month average 0.102 million gallons per day Proposed proJett hydraulic Sacr'tf pcak hour 0.382 million gallons perday ProDosed oroiect oroanic caoacitv: maximum monh awraoe 170 bs BODr/dav Proposed proiect will increase the r€ceMng treafnont tacility's hvdraulic badino caDacitv b (% of total caoecitv):57.6To'as peroent of Master Planned Cepacity (0.321 MGD)7o Prcposed prpftxt ni[ increase lhE reoeMrq treatneni facility's oroanic loadno capacitv to (% of total caoacitv);42.8%'as percnetof Master Planned Capacity (0.321 MGD)% Trc.lment Certtftcaton (22.7 (f l(O {l}l I cefffu ftat the recaivins wasEwatsr beatment facilitv will treat the wasbwater from th€ prooosod wastewder facilitv oniect Yee, will provide treafnent I EI I No. will not orovide featment I LI Caoacltv Gertlf,eatlon (22.7 lrll0 lllll I certify tfrat t€ rBceMr€ rvasbwater treatnent facility h not presently recaiving wastes (hydraulic and organic / loads) in excess olthe abole lisbd sit6 location approral and discharge permit to treat the proFded dischapl from the new inbrceDrtor seuer or from the neu/ or ercanded lift sbtion. as listed abow (ini6al in box). I '/a4 OR \ ,-./ I c€rlify thatlhe BceMng wBste$ratertreatTent facility ctoes not €un€ntly haw the capaoty to serue the propoaed proje<i flona bui ig urder construstion, orwill be in a phased construction of nevv or expanded hcilitieo and will have the necessary capaclty to treat Ste proiectad discharge from the new interceptor sevrer or fiorn tha netArorexDonded lift stetion. as lbted abvs (initial in box). Note:Prqec$onS sf flotv tnd loading to th€ trcatmeot ,aci{ty wer th€ period during which bulld out of the scfllce area niil occur or nrenty y6are, wruch€t,er ls les$, as rtt{, a3 qrrrent and future danl capacity information must be provided to d€monshate the plan lor maintainlng adequate treatnert capacity. Any proposed treatnent planl phaoed construcffon must be shou,n h lhe Water Quality Mansgement Plan {reftrence. silach). or br, roormrirte Dlennlm and enoirieerino sltdieB (refereftE- attarfi) Gomollancc Statu. CordficddcnIZLT (tXO 0ll)) I carfify that ttle lBceMr€ wa$swat€r treaunenl facility has not be€n in violation of any effluent limitations in its rlirnhrrn aefmii frrr tha lret lu6 marc linilial in tnvl -lafrJ. I certify that fle recoMrlg wastewater treatnent facility ls not operating und6r a Notioa of Molation and/or Gease / and Deeist fuer from the Divbion resultino hom disrfiame oermit violations linitial in borl t #t Note:I t]r€l€ narre D€,gn €muent violalions or if the rBoefving wasto\,vater treatm€nt facllity B operating under a Notice ot ViolauoillndJsr€GlEe arld DB3F| Or(hr forn tlp Dhtbbn, please provide addiuonal deocripfion of the situation and the trsarnent er{ityr propoeed corecltur measulgs lo acfiisvg consistent co'ndiance. The Divlsion will evaluate information provk ed and determine if approd sfro(rld be granled, oranied wilh conditions- ordenhd- Revised December 201 3 Section 22.7: Application Form Ecge 6 ol7 nted above is accurate and Revised December2Ol3 Section 22.7'. Applicalion Form Pr€,e7 ol7