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Cel D5 It GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Nam System Location Present AddresseRZ `4; ( 00 15 ca 7-1-R Legal Description of Assessor's Parcel No ✓ `'-15 SYSTEM DESIGN Permit 4468 A)ss-e-ssso{r's Parcel�jNo�.y �..) ( 7 OL n 1✓ r}liOfl 5 l This does not constitute a building or use permit. Phoneli75 -25 ! ( 01 'CO Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer �-g ��, Septic Tank Capacity �,V,\ �.. 1 LLQ''•vY`, 1 / 4 3J ` g'a1 y />,�,�, Septic Tank Manufacturer or Trade Name t i �' S j' AL-'igZv -k 41) ' "'r Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specif ications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 t Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970.945.5212 / Fax: 970-384.3470 / Inspection Line: 970-3845003 wed w,vgrfl C14-001111 ,COM STAFF U$E ONLY Permit Fagr Pero Fee: Parcel No:(ihislnrmrerm in mantle mine mese=offne 97149451131) q/ 7 5 ,o1• 00 i i5 2 Septic Job Addams: Of en address has not boon sealed, pia Pmich Ch Itortor Sheet Marne & Chiller end lgpl iLSpson 00 i r CJ& 2-46" 3 Da LP. 219. Lot Slee: Int No; Mock No: Sabi/ Exemption: 4 Owner, tptWedyoener) &/ftPlElb CoLA,wrY Wang Address ('O.l30x�rzc fIf[�c© F/6Se Ph' 97o)G25-ZS/6 Alt Ph: (9.70)'f3-6--229% S Conhacbr. P. Art l 20 -TEC `�j 5 INC' Melting AddressGo/dPaa -4974 /SA$i .t_ cI r0 RO4®3 Ph(303j z/6--2390 All Ph: 0.20) Z/7-539/ 6 Engineer: Ai /hvp-r./L7-0)J Mating Address DEM ZSo PANEL 5c, G 206 ten g✓, '!c'3) 733-¢70ZAlt a; Ph: 02a1 z.c/- 9358 7 ./CE PERIM REQUEST FOR: 4 New lnataletlon ( ) Whitton ( ) Repair 8 WASTE TYPE: ( )Dwelling ( )Transient Use ( )CanmamSorindusbi ( Non- Dawdle wastes (Willer -Describe Skiing (f_/5/EPTrC . 9 BUILDING OR SERVICE TYPE' Number of bedrooms Garbage Grinder( )Yes ( )No 10 SOURCE 5 TYPE OF WATER SUPPLY: ( )WELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN If supplied by COMMUNITY WATER, give nave of supper, A'/A 11 DISTANCE TO NEAREST COMMUNITY SEWER Was an effort made to connect to the Communly 6yufim? SYSTEM:,_ / A,t Ave; YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth tole Ground Maar Table Percent Ground Slope 13 TYPE OP INDIVIDUN. SEWAGE DISPOSAL SYSTEM DSOs) PROPOSED: ( peptic Tonic ( )Aeration Meet ( )Vault ( )VstPdvy ( )Composting Toilet ( )RcyoIin, Pottle Use ( )Recycling, other use ( IPdRivy ( )IndneretionToilet ( )ChemicslToilet ( )Other- Describe .... 14 1 FINAL DISPOSAL BY: ( )Absorption bench, Bed or Pit ( )Underground ( )WestawMefpond ( other-Desmlbe _ , Dispersal ( )Above (hound Dispersal ( )Evepobwtsphetion ( )Sand Star AnPMpro no p to /t it Hl,TOyZ — £AsC on., so/9 OS 15 1VIII effluent be discharged directly Into water of the state? ( )YES fNO 16 PERCOLATION tbst RESULT: (b becomphled by Registered Profesamal Engineer, lithe Engineer mesas ParoMcm Tem) Minute per inch in holeNo.1 Minutes per Irish in hole No.3 No. Minutes per inch inMeNo,2 Minutes per inch in hole Name, eddrese & telephone of RPE who made Name, address a telephone of RPE responsible toll abeorptlon test for design of the system: 17 Appnoeotacknoeiedgesthatthecarnpletenessoftheeppkationisconditionaluponsuchfurthermandatoryendadditionaltoutandreportsesme'berequiredby the local heath department to be made end furnished by the applicant or by the local health depatner4 for purposed of the evaluation of the application; end the issuance of are Remit le subject to such tonne end conditions as deemed neceasery to insure companies with rules end regulations made, information end repels submitted herev.th and required to be submitted by the !psi] cent we or sill be represented to be true and correct to the best of my knowledge and belief end ere designed to be relied on by the lord Opal/tient of health in evaluating the scene for purposes of Issuing the permit applied for herein. I further understand dist any fdsificedon or misrepresentation may result in the denial of the application or revocation of any permit granted based upon sdd application and legal on for pce) as provided by v ,� - 6//6/6fr OWN SIGNATURE DATE STAFF U$E ONLY Permit Fagr Pero Fee: Total itis: Auliding Perndt#: Septic Pe 't #:Issue 1-MLO(bte: Da LP. 219. APPROV`! �.` DATE Srac,—Vet,0-1-10 Gt 44 K*r A R A- ,"T. Z00 Ca XVA Bp:Jo 800g/61/90 AUTHORIZATION TO DISCHARGE TREATED WASTEWATER EFFLUENT UNDER THE GARFIELD COUNTY BOARD OF HEALTH INDIVIDUAL SEWAGE DISPOSAL SYSTEMS REGULATIONS PERMIT CONDITIONS FOR DOMESTIC WASTEWATER TREATMENT SYSTEMS THAT DISCHARGE TREATED EFFLUENT TO THE GROUND SURFACE OR ATOMSPHERE In accordance with the Garfield County Board of Health Individual Sewage Disposal Systems (ISDS) Regulations and in compliance with Section 25-10-104(2), (3), and (4) C.R.S., these permit conditions shall govern all aspects of permits, performance, location, construction, alteration, installation, and use of individual sewage disposal systems of less than 2,000 gallon per day design capacity that will reuse treated effluent through applications that discharge treated effluent to the ground surface or atmosphere. This ISDS permit specifically authorizes the permittee to discharge treated domestic wastewater in accordance with permit requirements and conditions set forth in this document. All discharges authorized herein shall be consistent with the terms and conditions of the permit. A. GENERAL: Those systems which discharge effluent directly to the ground surface or atmosphere and employ aerobic or other secondary wastewater treatment principles may be permitted by Garfield County only if designed and stamped by a registered professional engineer. All system components must meet or exceed the minimum component design criteria as outlined in Section VIII.A of the Garfield County ISDS Regulations. There shall be no discharge of treated effluent to waters of the State of Colorado without an appropriate discharge permit from the WQCD. Treated effluent may not be discharged in a manner which allows drainage or discharge off of the property of origin. Surface applications of treated effluent may only be at a rate that prevents ponding and runoff. This permit does not allow the use of treated effluent for any industrial process or construction activity. B. MINIMUM EFFLUENT QUALITY REQUIREMENTS 1. Effluent discharged into the atmosphere or upon the ground surface in areas which the possibly exists for occasional direct human contact with the discharged effluent must meet the following effluent limits and the discharge areas must be fenced off. Parameter Limits Applied at point of sampling BOD5 (mg/I) Twenty (20) when averaged over any three (3) consecutive samples TSS, mg/1 Forty (40) when averaged over any three (3) consecutive samples Fecal Coliform (# 100 ml) Twenty-five (25) when averaged over any five (5) consecutive samples and no single sample result for fecal Coliform shall exceed 200 per 100 ml 2. Effluent discharged into the atmosphere or upon the ground surface in areas so restricted as to protect against the likelihood of direct human contact with the discharged effluent must meet the following minimum effluent limits. Applicant must provide appropriate and adequate information with the ISDS permit application as to all design considerations that will be taken to avoid human contact with effluent. Parameter Limits Applied at point of sampling BOD5 (mg/1) Twenty (20) when averaged over any three (3) consecutive samples TSS, mg/1 Forty (40) when averaged over any three (3) consecutive samples Fecal Coliform (# 100 ml) Five -hundred (500) when averaged over any five (5) consecutive samples and no single sample result for fecal Coliform shall exceed 5000 per 100 ml C. SAMPLING COMPLIANCE To determine compliance with standards contained in Section 13 above, samples shall be taken at least once per week but no more frequently that once per day. Collection and analysis of effluent samples must be conducted by an independent third party that is knowledgeable in proper sampling techniques and analytical methods. Results of any analysis must be submitted to the Garfield County ISDS Program representative within 5 working days after the sample analysis is complete. Exceedence of effluent discharge limits requires permittee to immediately cease discharge of effluent to the ground surface or other reuse applications until such time as effluent limits are again met as confirmed by the local ISDS Program representative. During periods of no discharge due to exceedance of effluent limits or other reasons, the effluent must be either contained in onsite tankage for 1 recirculation through the treatment system or removed by the contracted systems cleaner and disposed of at an approved septage disposal facility. D. METHODS OF ANALYSIS — SAMPLING POINTS: All effluent samples shall be analyzed by a laboratory certified by the State of Colorado to conduct such analyses, in accordance with the methods prescribed in the most recent edition of"Standard Methods for Examination of Water and Wastewater" (American Public Health Association). The point of sampling shall be a location at which the treated effluent is representative of the final discharge from the system. E. RECORDS The permittee shall establish and maintain records. Records must be submitted to the regulatory authority a minimum of monthly or as otherwise directed by the regulatory authority. In addition, within 24 hours of discovery, the permittee shall report to the regulatory authority, any violation of the permit conditions. Required records shall include, but not be limited to, the following: • The date, type, exact place, and time of sampling or measurements; • The individual(s) who performed the sampling or measurements; • The date(s) the analyses were performed; • The individual(s) who performed the analyses; • The analytical techniques or methods used; • The results of such analyses; • Any system repair or maintenance performed including the reason for said repair or maintenance; • Weekly accounting of how the treated effluent was used (e.g. irrigation, dust mitigation on-site, area dust mitigation). F. RELOCATION OF SYSTEM, CHANGE OF EFFLUENT USE The permittee shall inform the Garfield County ISDS Program in writing of any intent to construct, install, or alter any process, facility, or activity that is likely to result in a new or altered discharge either in terms of location or effluent quality no less than 5 working days of the planned move or the occurrence of the new or altered discharge, and shall furnish the Garfield County ISDS Program such plans and specifications which the Garfield County ISDS Program deems reasonably necessary to evaluate the effect on the proposed discharge. Relocation of the treatment facility constitutes a new installation and thus requires a new permit. A permit application, site plan of the new location and any associated fees must accompany notification of the planned relocation or modification of the system. G. REMOVED SUBSTANCES Solids, sludge's, or other pollutants removed in the course of treatment or control of wastewaters shall be transported and disposed of in a manner such as to prevent any pollutant from such materials from discharging to the ground surface or entering waters of the State. For all domestic wastewater treatment works, the permittee shall dispose of sludge in accordance with State (Regulation No. 64) and Federal (Section 405(d) of the Act) regulations. The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting the public health or environment. Permittee shall maintain a copy of a service contract and any pumping and disposal records from the contracted systems cleaner and submit such information when requested by the Garfield County ISDS Program. H. PERMIT VIOLATIONS Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit. Permit violations will be subject to enforcement provisions as outlined in Section IV.H, IV.I and IV.N of the Garfield County ISDS Regulations". Violations of the permit are the sole responsibility of the Permittee. ACCESS TO THE SITE For the purpose of inspection and enforcing applicable rules, regulations, terms and conditions of any permit issued, the local health officer or his/her designated agent is authorized to enter upon private property at reasonable times and upon reasonable notice for the purpose of determining whether or not operating sewage treatment systems are functioning in compliance with this permit. J. OPERATOR REQUIREMENTS To ensure effective operation and maintenance of the wastewater treatment system the Permittee is, encouraged but not required to provide a Colorado Class C Certified Wastewater Operator for each permitted wastewater system utilizing reuse of the treated effluent. Any operator of a permitted system, whether certified or not, shall be thoroughly trained by a manufacturer's representative in the operation and maintenance of any system of which they a responsible for overseeing and shall insure the efficient operation of all mechanical and electrical component parts prior to and during continued use. 2 AUTHORIZATION TO DISCHARGE TREATED WASTEWATER EFFLUENT UNDER THE GARFIELD COUNTY BOARD OF HEALTH INDIVIDUAL SEWAGE DISPOSAL SYSTEMS REGULATIONS PERMIT CONDITIONS FOR DOMESTIC WASTEWATER TREATMENT SYSTEMS THAT DISCHARGE TREATED EFFLUENT TO THE GROUND SURFACE OR ATOMSPHERE In accordance with the Garfield County Board of Health Individual Sewage Disposal Systems (ISDS) Regulations and in compliance with Section 25-10-104(2), (3), and (4) C.R.S., these permit conditions shall govern all aspects of permits, performance, location, construction, alteration, installation, and use of individual sewage disposal systems of less than 2,000 gallon per day design capacity that will reuse treated effluent through applications that discharge treated effluent to the ground surface or atmosphere. This ISDS permit specifically authorizes the permittee to discharge treated domestic wastewater in accordance with permit requirements and conditions set forth in this document. All discharges authorized herein shall be consistent with the terms and conditions of the permit. A. GENERAL: Those systems which discharge effluent directly to the ground surface or atmosphere and employ aerobic or other secondary wastewater treatment principles may be permitted by Garfield County only if designed and stamped by a registered professional engineer. All system components must meet or exceed the minimum component design criteria as outlined in Section VIII.A of the Garfield County ISDS Regulations. There shall be no discharge of treated effluent to waters of the State of Colorado without an appropriate discharge permit from the WQCD. Treated effluent may not be discharged in a manner which allows drainage or discharge off of the property of origin. Surface applications of treated effluent may only be at a rate that prevents ponding and runoff. This permit does not allow the use of treated effluent for any industrial process or construction activity. B. MINIMUM EFFLUENT QUALITY REQUIREMENTS 1. Effluent discharged into the atmosphere or upon the ground surface in areas which the possibly exists for occasional direct human contact with the discharged effluent must meet the following effluent limits and the discharge areas must be fenced off. Parameter Limits Applied at point of sampling BOD5 (mg/1) Twenty (20) when averaged over any three (3) consecutive samples TSS, mg/1 Forty (40) when averaged over any three (3) consecutive samples Fecal Coliform (# 100 ml) Twenty-five (25) when averaged over any five (5) consecutive samples and no single sample result for fecal Coliform shall exceed 200 per 100 ml 2. Effluent discharged into the atmosphere or upon the ground surface in areas so restricted as to protect against the likelihood of direct human contact with the discharged effluent must meet the following minimum effluent limits. Applicant must provide appropriate and adequate information with the ISDS permit application as to all design considerations that will be taken to avoid human contact with effluent. Parameter Limits Applied at point of sampling BOD5 (mg/1) Twenty (20) when averaged over any three (3) consecutive samples TSS, mg/I Forty (40) when averaged over any three (3) consecutive samples Fecal Coliform (# 100 ml) Five -hundred (500) when averaged over any five (5) consecutive samples and no single sample result for fecal Coliform shall exceed 5000 per 100 ml C. SAMPLING COMPLIANCE To determine compliance with standards contained in Section B above, samples shall be taken at least once per week but no more frequently that once per day. Collection and analysis of effluent samples must be conducted by an independent third party that is knowledgeable in proper sampling techniques and analytical methods. Results of any analysis must be submitted to the Garfield County ISDS Program representative within 5 working days after the sample analysis is complete. Exceedence of effluent discharge limits requires permittee to immediately cease discharge of effluent to the ground surface or other reuse applications until such time as effluent limits are again met as confirmed by the local ISDS Program representative. During periods of no discharge due to exceedance of effluent limits or other reasons, the effluent must be either contained in onsite tankage for 1 recirculation through the treatment system or removed by the contracted systems cleaner and disposed of at an approved septage disposal facility. D. METHODS OF ANALYSIS — SAMPLING POINTS: All effluent samples shall be analyzed by a laboratory certified by the State of Colorado to conduct such analyses, in accordance with the methods prescribed in the most recent edition of"Standard Methods for Examination of Water and Wastewater" (American Public Health Association). The point of sampling shall be a location at which the treated effluent is representative of the final discharge from the system. E. RECORDS The permittee shall establish and maintain records. Records must be submitted to the regulatory authority a minimum of monthly or as otherwise directed by the regulatory authority. In addition, within 24 hours of discovery, the permittee shall report to the regulatory authority, any violation of the permit conditions. Required records shall include, but not be Limited to, the following: • The date, type, exact place, and time of sampling or measurements; • The individual(s) who performed the sampling or measurements; • The date(s) the analyses were performed; • The individual(s) who performed the analyses; • The analytical techniques or methods used; • The results of such analyses; • Any system repair or maintenance performed including the reason for said repair or maintenance; • Weekly accounting of how the treated effluent was used (e.g. irrigation, dust mitigation on-site, area dust mitigation). F. RELOCATION OF SYSTEM, CHANGE OF EFFLUENT USE The permittee shall inform the Garfield County ISDS Program in writing of any intent to construct, install, or alter any process, facility, or activity that is likely to result in a new or altered discharge either in terms of location or effluent quality no less than 5 working days of the planned move or the occurrence of the new or altered discharge, and shall furnish the Garfield County ISDS Program such plans and specifications which the Garfield County ISDS Program deems reasonably necessary to evaluate the effect on the proposed discharge. Relocation of the treatment facility constitutes a new installation and thus requires a new permit. A permit application, site plan of the new location and any associated fees must accompany notification of the planned relocation or modification of the system. G. REMOVED SUBSTANCES Solids, sludge's, or other pollutants removed in the course of treatment or control of wastewaters shall be transported and disposed of in a manner such as to prevent any pollutant from such materials from discharging to the ground surface or entering waters of the State. For all domestic wastewater treatment works, the permittee shall dispose of sludge in accordance with State (Regulation No. 64) and Federal (Section 405(d) of the Act) regulations. The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting the public health or environment. Permittee shall maintain a copy of a service contract and any pumping and disposal records from the contracted systems cleaner and submit such information when requested by the Garfield County ISDS Program. H. PERMIT VIOLATIONS Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit. Permit violations will be subject to enforcement provisions as outlined in Section IV.H, IV.I and IV.N of the Garfield County ISDS Regulations". Violations of the permit are the sole responsibility of the Permittee. ACCESS TO THE SITE For the purpose of inspection and enforcing applicable rules, regulations, terms and conditions of any permit issued, the local health officer or his/her designated agent is authorized to enter upon private property at reasonable times and upon reasonable notice for the purpose of determining whether or not operating sewage treatment systems are functioning in compliance with this permit. J. OPERATOR REQUIREMENTS To ensure effective operation and maintenance of the wastewater treatment system the Permittee is encouraged but not required to provide a Colorado Class C Certified Wastewater Operator for each permitted wastewater system utilizing reuse of the treated effluent. Any operator of a permitted system, whether certified or not, shall be thoroughly trained by a manufacturer's representative in the operation and maintenance of any system of which they a responsible for overseeing and shall insure the efficient operation of all mechanical and electrical component parts prior to and during continued use. 2 Page 1 of 1 Andy Schwaller From: Jim Rada Sent: Tuesday, May 05, 2009 5:22 PM To: Andy Schwaller Subject: RE: Septic Permit at Landfill-Envirotec System Attachments: Jim Rada (jrada@garfield-county.com).vcf Andy, The system is not operable at the moment. Hopefully it will be up and running some time in the future. Jim Kada, RENS Environmental Health Manager Garfield County Public Health 195 W 14th Street Rifle, CO 81650 Phone 970-625-5200 x8113 Cell 970-319-1579 Fax 970-625-8304 Email jrada_@garfield-countwom Web www.garfleld_county_com From: Andy Schwaller Sent: Friday, May 01, 2009 10:24 AM To: Jim Rada Subject: Septic Permit at Landfill-Envirotec System Jim, We have an open permit for the above. Do you have the final sign off by the engineer in your file? I believe it is Ken Hamilton. Thanks, Andy 5/8/2009 Twat —-�- KC Hamilton Engineering, Inc. June 3, 2008 Revised June 4, 2008 EnviroTec Systems, Inc. Attn: Karl Troestler 4973 Isabel) Court Golden, CO 870403 Subject: OWS Design, Proposed Wastewater Treatment and Reuse System West Garfield County Landfill Wastewater Lagoons Garfield County, Colorado Job No. 08-103 Mr. Troestler, As requested, KC HAMILTON Engineering, Inc. (HAMILTON) prepared an onsite wastewater system (OWS) design for the subject site. The OWS design was prepared for ISDS permit submittal to Garfield County. The OWS has been designed to provide treated water that is reusable per the County ISDS regulations. The body of this report, the notes on the figures, manufacturer guidelines of the products installed, and the current County ISDS regulations should be considered the technical specifications for this project. 1.0 - PROPOSED OWS 1.1 — General Description: An on-site wastewater system to provide treated wastewater that can be reused per Garfield County ISDS regulations, Article IX, Section C is proposed. The treated wastewater will be reused for dust control and in areas where occasional human contact is possible. The wastewater source will be three existing sewage lagoons located at the subject site: two east lagoons and one west lagoon. Wastewater will be primarily drawn from the west lagoon (Lagoon), the wastewater from the other two lagoons maybe transferred to the west lagoon for treatment. It is proposed to treat up to 1,999 gallons per day (gpd) on average with a peak treatment capacity of 2,999 gpd. It is estimated the sewage strength to be on the order of 750 to 1,000 mg/I for BOD5 and 500 mg/I for TSS. The sewage lagoons receive sewage from 'man camps' associated with oil well drilling in the area, as well as septage from near by residences. The lagoons are design as evaporative lagoons. A partial site plan is presented on Sheet 1.0. It should be noted that specific testing of the lagoon liquid has not been provide, and that the sewage strength values (BOD5 and TSS) are assumptions. If the sewage strength is anticipated to be greater, Hamilton should be notified in order to re-evaluate the suitability of this design. It is proposed to use a Membrane Bio -Reactor (MBR) with flat sheet membranes suitable for micro- filtration. The proposed MBR is a new product by Bio-Microbics, Inc. and is known under the trade 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 KC Hamilton Engineering, Inc. Job No. 08-103, June 4, 2008 Page 2 name Bio -Barrier. The membranes are provided in modules and rated for a treatment capacity of 500 gpd/module with mixed liquor suspended solid concentrations (activated sludge concentrations in the aeration basins) in the range of 2,000 mg/I to 8,000 mg/I. The MBR treatment system will be sized by Bio-Microbics based on the assumed sewage strength and the preferred treatment capacity of the Landfill Personnel. A letter from Bio-Microbics describing the Bio -Barrier process is presented in Appendix A. 2.0 — PROPOSED EFFLUENT LIMITS Per the County ISDS regulations, the treated wastewater should meet the effluent limits: 1. The geometric mean for fecal coliform shall not exceed a density of 25 per 100 milliliters (ml) over five (5) consecutive samples, and no sample shall exceed a density of 200 per 100 ml. 2. The arithmetic mean of the 5 -day standard bio -chemical oxygen demand (BODS) shall not exceed 20 mg/I over three (3) consecutive samples. 3. The arithmetic mean of the standard total suspended solids (TSS) shall not exceed 40 mg/1 over three (3) consecutive samples. Sampling and testing of the treated wastewater to determine compliance should be performed at least once per week. 3.0 - PROPOSED OWS DESIGN The proposed OWS design is discussed below. A copy of a sizing letter from Bio-Microbics for the use of the Bio -Barrier MBR system is presented in Appendix A. A site plan with the proposed OWS layout is presented on Sheet 1.0 and 1.1. 3.1 — Horizontal and Vertical Elevation Control: The contractor or owner shall confirm that all piping can be installed and minimum pipe slopes and tank burial requirements can be met prior to OWS construction. The area planned for the OWS should be elevated with the import of fill to achieve the minimum pipe sloping and tank burial depths, as necessary. 3.2 — Existing Utilities: The contractor or owner shall confirm underground utility locations prior to excavation per State statute. 3.3- Lagoon Skimmer: A floating skimmer in the West Lagoon (see Sheet 1.0) shall be a prefabricated product suitable for use with wastewater. Flow rate from the skimmer should not exceed 17 gpm for a skimmer inlet diameter of 2 -inches, and 30 gpm for a skimmer inlet diameter of 2.5 inches. A Faircloth Skimmer® by J.W. Faircloth & Sons, Inc. or similar devise is recommended, The Lagoon skimmer should be installed per the manufacturer guidelines. The skimmer should extend into the Lagoon approximately a quarter to a third of the Lagoon width. Manufacturer information for the Faircloth skimmer is presented in Appendix B. Piping between the skimmer and rigid Supply Pipe shall be both solid and flexible PVC as recommended by the manufacturer and suitable for use in wastewater. The pipe connection to the rigid Supply Pipe should be the quick connect style with a cam and groove fastener at the connection point with rigid pipe. A check valve shall be installed between the skimmer and rigid Supply Pipe connection to prevent backflow from the Lagoon Pump (Pump #1) and loss of 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 KC Hamilton Engineering, Inc. Job No. 08-103, June 4, 2008 Page 3 prime. 3.2 - Supply Pipe: The supply pipe from the Lagoon to Treatment Building shall be at least 2 - inch diameter schedule 80 PVC pipe with solvent welded joints. A minimum pipe slope of 1% down to the Lagoon is required. The pipe should be properly bedded with 3/8 -inch minus pea gravel, and have a minimum burial depth of two feet. The backfill should consist of granular materials that are easily compacted. CDOT flowable backfill is an alternative backfill material 3.4 — Lagoon Pump (Pump #1): The lagoon pump shall be UL listed for wastewater. The pump shall be an end -suction, self priming pump and rated for a Net Positive Suction Head (NPSH) of at least 15 feet with a flow rate that will not exceed the maximum flow rate of the skimmer. The pump shall be rated to handle at least 1 -inch solids. The pump shall be rated for 230 VAC. A pump over 1.5 HP should have a 'soft -start' control. The pump shall be controlled by a programmable timer in the control panel with a timer over -ride control (pump -off) float switch in Settling Basin. A control valve should be installed on the intake side of the pump to allow for the inflow to be throttled to reduce surface vortices at the skimmer intake. A ball valve/vacuum release should also be installed to allow the Supply Pipe to be drained when the OWS is out of service. The pump should be installed per the manufacturer guidelines and securely fastened to the Treatment Building floor. All electrical connections shall be made by or under the supervision of a licensed electrician. 3.5 — Settling Basin: A settling volume of 1500 gallons was recommended by Bio-Microbics in front of the Bio -Barrier MBR system. A 1500 -gallon single -compartment septic tank is proposed. A typical tank diagram is presented on Sheet 2.0. The tank should be approved for use with OWS by the County. The tank shall be installed level. The tank shall be bedded and backfilled with 3/8 -inch minus pea gravel to prevent pipe settlement. The tank shall be installed in a water tight condition. Concrete or Plastic PVC risers are recommended. A minimum of 12 inches of cover soils are recommended. Manufacturer information for the proposed tank is presented in Appendix B. 3.6 — Wastewater Filtering: The settled wastewater from the Settling Tank must be filtered with a 1/16" screen. Three SANITEE ST416 filters by Bio-Microbics are recommended. Each filter is rated for a flow of 1,000 gpd, for a total flow of 3,000 gpd, or a factor of safety of 1.5 based on the average daily flow of 1,999 gpd. The SANITEE filters shall be installed at the outlet of the Settling Tank and per the manufacturer guidelines. A PVC Cross installed on the outlet pipe may accommodate the three filters. Manufacturer information for the SANITEE is presented in Appendix B. 3.7 — Aeration Basins: Two 1500 -gallon single -compartment tanks are proposed. The tanks should have a cross-over connection near the bottom. All pipe gaskets shall be rated for the intended burial depth and internal water pressures. The tanks shall have custom lids with openings for an insulated plastic lid for access to the Bio -Barrier modules, and a standard septic tank access opening at the inlet end of the tank. Plastic PVC risers with insulated lids are recommended for the inlet end of the tank. 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 KC Hamilton Engineering, Inc. Job No. 08-103, June 4, 2008 Page 4 3.8 — Bio -Barrier Modules: The Bio -Barrier modules are rated for a daily flow of 500 gpd/module. A factor of safety of 2 was selected to determine the module quantity based on the average daily flow of 1,999 gpd. Number of Bio -Barrier Modules = 1,999 gpd _ 500 gpd/module x 2 = 8 Bio -Barrier Modules Eight (8) Bio -Barrier modules will provide a factor of safety of 1.3 for peak -day flows of 2,999 g pd. Four (4) modules are proposed to be installed in each of the two 1500 -gallon tanks. The Bio - Barrier modules shall be installed per the manufacturer guidelines and per recommendations from Bio-Microbics. A manufacturer's diagram of a Bio -Barrier module is presented in Appendix B. 3.8a — MBR Aeration: The aeration system shall be sized by Bio-Microbics to provide: adequate mixing of the activated sludge, BOD removal, total nitrification, adequate oxygen transfer at operating MLSS concentrations, site altitude, wastewater temperatures in the range of 50 to 65 F, and the required roughing air flow for cleaning of the MBR membranes. Blowers, air piping and diffusers will be sized and provided by Bio-Microbics and be provided with the Bio -Barrier system. Blowers should be rated for 230 VAC. The Bio -Barrier equipment shall be installed per the manufacturer guidelines. 3.8b — Permeate Pump (Pump #2): A permeate pump shall be installed and connected to the Bio -Barrier modules, The permeate pump shall not induce a vacuum pressure of greater than 4 psi. A throttling valve and vacuum pressure gauge should be installed on the suction side of the pump in order to monitor and control the vacuum pressure applied to the membranes. The pump system should be rated for use with wastewater or have corrosion resistant components that are in contact with permeate liquid. The pump shall be rated for 115 or 230 VAC. The pump shall have a variable speed drive to control the motor speed in response to pressure sensors on the suction side of the pump. 3.8c — Permeate Piping: Permeate piping will be at least 3/4diameter plastic tubing. All tubing shall be securely fastened to the modules and to a common manifold. The manifold pressure shall be monitored. Four (4) tubes shall be installed and connected to two Bio -Barrier modules. Each tube shall have a turbidity meter and a solenoid valve. In the event of high turbidity, the solenoid valve will close. 3.8d — Sludge Wasting Pump (Pump #3): Sludge wasting shall be by a submersible effluent pump. The pump shall be rated for at least 1/2" solids, be at least 3/4 -HP, 230 VAC, and have a minimum flow rate of 30 gpm with a TDH of 15 feet. The sludge wasting shall be controlled by a programmable timer in the control panel. It is estimated the sludge wasting will be 10% of the MLSS per week. 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 KC Hamilton Engineering, Inc. Job No. 08-103, June 4, 2008 Page 5 The pump shall discharge to the Over -Flow Pipe. The pump shall be installed per the manufacturer guidelines. 3.9 — Aeration Tank Insulation and Additional Heating: The aeration tanks shall be insulated with at least 2 -inch of extruded polystyrene ('blue -board') with a total R -Value of about 10. The insulation shall be attached to the sides of the tanks with a suitable adhesive. The supplemental heating unit should be able to provide at least 55,000 Btu per day, have corrosion resistant components that will be in contact with the wastewater. A heating element made of copper -nickel alloy is typically suitable for corrosive liquids. The heater shall be electric and rated for 230 VAC. The heater shall be UL listed for use in heating swimming pool water. The heating unit shall be installed per the manufacturer guidelines. The heater shall have separate pump to circulate activated sludge from an aeration tanks, through the heater unit, and return the liquid to the other aeration tank. A centrifugal end - suction pump is recommended. The liquid intake pipe shall installed with the intake approximately 12 inches of the basin floor. The return pipe shall discharge at least 12" below the lowest water level in the basins. The piping shall be able to be drained in the event the OWS is placed out of service. 4.0 — EFFLUENT DISINFECTION Ultraviolet lamps are proposed to provide disinfection of the permeate liquid before it flows to the storage tank. The UV lamps and housing shall be rated for use with wastewater. 4.1 — Lamp Output: The UV lamps shall provide at least 30,000 microwatts/cm2/second at 70% lamp output. The wastewater must be in contact with the lamp for at least 7 seconds. The lamp should be rated for at least 3 -log removal of bacteria (99.9%). 4.2 — Lamp Housing: The housing must have ports to drain the UV Lamp vessel. The influent and effluent pipes shall be located above lamp housing to prevent the lamp from becoming dry when in operation. The lamp assembly shall have a mechanism to clean the lamp with out removing the lamp from the housing. 4.3 — Lamp Monitoring: The lamp shall be monitored for both intensity and for operation. An alarm shall be activated in the event of a lamp failure and low intensity. Lamps should be replaced or cleaned with acid, and/or re-evaluated in one year after installation and when the intensity reaches 65%. 4.4 — Installation: The lamp, lamp housing, alarms and monitors should be installed per the manufactures guidelines. The lamps should be protected from freezing. 4.5 — Lamp Operations and Maintenance: The UV lamp shall be operated and maintained within the parameters of the manufacturers guidelines. Two lamps should be considered by the owner to account for a lamp failure and to insure continuous disinfection. Supplemental disinfection of the storage tank with a liquid disinfectant may be necessary in the event of prolonged lamp outage. At a minimum, a spare UV lamp bulb shall be kept onsite at all times. 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 KC Hamilton Engineering, Inc. Job No. 08-103, June 4, 2008 Page 6 5.0 — WATER STORAGE It is understood an existing steel storage tank located at the Landfill will be refitted and installed below grade to store the treated wastewater. The existing tank shall be inspected for damage and repaired as necessary. Openings shall be sealed as required. The tank shall be cleaned of debris. The tank shall be protected with a wooden or concrete lid and be designed by others. The lid should be adequately sealed to minimize vermin from entering the tank. The tank lid shall have an access way for the withdrawal of the water. Protection of the tank against buoyancy has not been determined for this project, nor has the structural integrity of this tank been evaluated. 6.0 — OWS CONTROLS The OWS shall be controlled by a custom control panel. The control panel enclosure shall be rated for NEMA 4X. The control panel shall have the following: 1. Heater for moisture control. 2. Wall mounted. 3. External power cut off on the panel or on the main power connection. 4. Programmable logic unit. 5. Motor -Start Contactors with soft start for larger HP motors. 6. Toggle switches for all motors with OFF, Automatic and Manual operation. 7. Equipment circuit breakers. 8. Current sensors. 9. Audible, visual and remote telemetry alarms. 10. Remote telemetry fro access to the logic unit and for alarm notification. 11. Surge protection. 12. Auto Reset in the event of a power failure. The contractor shall provide an operations schedule for all equipment to be controlled by the panel and include: timer settings, performance monitoring, and alarm conditions. 7.0 — FLOW MONITORING The OWS shall have an inline flow meter, either odometer style or electronic with a totalizer and instantaneous low rates. The flow meter shall be installed between the permeate pump and UV disinfection lamp, and installed per manufacturer guidelines. 8.0 - OWS - PROTECTION The OWS area should be protected from traffic, particularly for at -grade structures. Bollards, fencing shall be installed as preferred by the owner to protect the OWS. 9.0 — SITE GRADING The area in the vicinity of the OWS shall be graded to prevent water ponding and divert run of away from the OWS. 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 KC Hamilton Engineering, Inc. Job No. 08-103, June 4, 2008 Page 7 10.0 — OWS BUILDING The OWS Building shall be provided by the contractor or owner. The building can be a pre - manufactured product. The building shall conform to local building codes, and be insulated and be heated. A concrete floor is recommended. All pipe penetrations should allow for vertical movement of the slab. The floor slab shall be reinforced to prevent cracking. The concrete shall be rated for external flatwork such as sidewalks and driveways with a nominal aggregate size of 1" or less. 11.0 — ELECTRICAL REQUIREMENTS The electrical requirements have not been fully determined as of this writing. The equipment should operate on either 230 or 115 VAC, 60 Hz, single-phase power. All electrical connections should be made by or under the supervision of a licensed electrician. 12.0 — PRODUCT SUBMITTAL The contractor shall provide product submittals as required by the owner for review and approval. 13.0 - LIMITATIONS The design report has been prepared with the available information for the subject project. There will be some design aspects of the OWS that will determined at the product submittal and construction phase of the project. If you have questions please call. Prepared by: Kenneth C. Hamilton, P.E. Project Engineer Attachments: Figures 1.0 through 3.0, Appendices A and B. 1 copy sent 3 copies sent to Garfield County KCH/kch 250 Pearl Street, Ste 206, Denver, Colorado 80203 Phone: 303-733-4702 APPENDIX A JOB NO. 08-103 4" Sch 40 coupling connection 1 2" Faircloth Skimmer® Cut Sheet J. W. Faircloth & Son, Inc. www.FairclothSkimmer.com 1" Vent with Yellow tip 2 Y2" pvc float Inlet 5 Aluminum straps uspending inlet 27" 2 1 '/2" Sch 40 SOLID pvc barrel or"arm" SUPPLIED BY USER 3 27" 2 Patent N: 5,820,751 1 Y" hose, ss clamps 2" threaded male fitting on outlet end 2" inlet extension 4 2" HEAD on center of inlet and orifice Skimmer shown in floating position 1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be anchored to the bottom at the connection so it is secure. Coupling can be removed and hose attached to outlet using the threaded 2" fitting. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom side with a 2" threaded coupling or reducers; on a concrete structure with a hole or orifice at the bottom, use a steel plate with a hole cut in it and coupling welded to it that will fit over the hole in the concrete and bolted to the structure with sealant; grout a 4" pvc pipe in a hole in the concrete to connect the skimmer. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 6' so the inlet can be pulled to the side for maintenance. If more than 8' long weight may have to be added to inlet to counter the increased buoyancy. 4. Inlet tapers down from 2" maximum inlet to a 1 '/z" barrel and hose. Barrel is smaller to reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The inlet orifice can be reduced using the plug and cutter provided to control the outflow rate. 5. Inlet is 4" pipe between the straps with aluminum screen door for access to the inlet and orifice inside. ?, 4 S- MSC9 A1 6. Capacity 3,283 cubic feet per day maximum with 2" inlet and 2" head. Inlet can be reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin volume and drawdown time required. 7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc. 2inchCut TM 11-07 November 14, 2007 4" Sch 40 coupling connection 1 2.5" Faircloth Skimmer@ Surface Drain Cut Sheet J. W. Faircloth & Son, Inc. www.FairclothSkimmer.com 1 1/2" Vent with Green tip 2 ''A" pvc float Inlet 5 Aluminum straps suspending inlet 29" 2 1 Y" Sch 40 SOLID pvc barrel or "arm" SUPPLIED BY USER a 29" 2 Patent #: 5,820,751 1 Yz' hose, ss clamps 2" threaded male fitting on outlet end 2 1/2" inlet extension 4 2.5" HEAD on center of inlet and orifice Skimmer shown in floating position 1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be anchored to the bottom at the connection so it is secure. Coupling can be removed and hose attached to outlet using the threaded 2" fitting. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom with a 2" threaded coupling or reducers; on a concrete structure with a hole or orifice at the bottom,use a steel plate with a hole cut in it and coupling welded to it that will fit over the hole in the concrete and bolted to the structure with sealant: grout a 4" pvc pipe in a hole in the concrete to connect the skimmer. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 6' so the inlet can be pulled to the side for maintenance. If more than 8' long weight may have to be added to inlet to counter the increased buoyancy. 4. Inlet tapers down from 2'/2" maximum inlet to a 1'/z' barrel and hose. Barrel is smaller to reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The inlet orifice can be reduced using the plug and cutter provided to control the outflow rate. 5. Inlet is 5" pipe between the straps with aluminum screen door for access to the 21/x' inlet and orifice inside.-4C'C'33.5_c 19 6. Capacity 6,234 cubic feet per day maximum with 21/" inlet and 2.5 head. Inlet can be reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin volume and drawdown time required. 7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc. 2-5inchCut TM 11-07 November 11, 2007 8450 Cole Parkway „ Shawnee, KS 66227, Phone: 913-422-0707 Fax: 913-422.0808. email: onsite@biomicrobics.com . www.biomicrobics:com 800-753-FAST(3278) June 2, 2008 Kenneth Hamilton, P.E. KC Hamilton Engineering, Inc. 250 Pearl Street, Unit 206 Denver, CO 80203 Subject: Garfield Landfill Wastewater Pond BioBarrier MBR treatment system (3000 gpd) Dear Ken, Per your request, the following are basic design and operating parameters for the BioBarrier MBR: 1) Water temperature in the aeration tank should be greater than 10 °C. 2) Vacuum pressure applied to the membrane should not exceed -4 psi, 3) The filtrate pump flow rate should be maintained below 220 gpd (3.7 gpm). This maximum flow rate is for 8 total modules in service. The maximum filtrate flow by the pump should be decreased if fewer membrane modules are in operation, 4) Based on 1500 gallons settling and 3000 gallons of treatment zone, we expect that 10 percent of the mixed liquor in the aeration tank should be removed per week to maintain the MLSS concentration below 8,000 mg/L. 5) Recommended MLSS concentration is between 2000 mg/L and 8000 mg/L. 6) Under normal conditions the permeated effluent should have CBOD concentration of less than 5 mg/L and turbidity of less than 0.4 NTU. If you have any additional questions or concerns, please feel free to call, ncerely, Reza Shams, Ph.D. Vice President, Advance Process Technology Bio-Microbics, Inc. APPENDIX B JOB NO. 08-103 mNUNO „wameldOa LU NUI SCALE _ aco 0 0 0 \/ < o0 LLI z / \ 0 \ u 0 0 DESCRIPTION 090-35SEP3 \ \ \ m / \ 4" SANITEE LID CO ƒ \ \ « m z 0 0 / 0 o= O® \ < 0 \ 0 Uri \atO 1.0 0 o zo pea eta 0 0 N N Q m� To O N — N 0 DRAWING NUMBER 4 Z DO NOT SCALE -'0' j `% OZUwUZ0 ZgZSZ-0 N F W W Z W od Z W UW + 121 —<Q+1 n 0 0 U CO 0 O N 0 N 0 m 0 U_ 0 c atzu 000 �>5 o`no zcz oa0 a0I OrcU 0Z 13Og Zk' 000 z Uza 000 poi uow bt: 00 0 'a a,.,N DezDe-a 1:11100D0 tn000 00¢ Zm zOM aZ 00U 7.113 a o 0 Z�a 6'O 0 ZO0wO -0 0.2z� zOw �z? Item# 1500T-1CP 1500 Gallon Tank One Compartment - Top Seam Top View 132" 20" Clear Access (Big Hole Lid & Riser) r Butyl Rubber / Sealant 5" Section \FBoo Ie View 833 4" +Meets ASTM C-1227 spec including the new C-1644-06 for resilient connectors • 4000 psi concrete • Delivered complete with internal piping • PVC or concrete risers available • Can be ordered with a pump or dosing siphon installed VALLEY PRECAST, inc. 129" 0) a) co (.4 Digging Specs Invert Dimensions Length Width Height 13' Long x 8' Wide Inlet Outlet 56" below inlet 56" 53" 132" 68" 68" Net Capacity Net Weight Lid Tank Total 1,509 gallons 3,600 lbs 10,760 lbs 14,360 lbs Water & Wastewater • Systems • Products • Service (719) 395-6764 Fax: (719) 395-3727 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com 28105 County Road 317 P.O. Box 925 Buena Vista, CO 81211 vex un?" w n 0 0 0 00 cr c O 0 Z.41,-;› �zz; o 0c0 v 0Z 0 uAb 0 op om of Eo *0 O CO z %/E/O/h "U 0 07 r ,r ,i IIrsoll 6 ter rrrr1 rrrrrrrrr rrrrr1 rrrrr� tee G © Goo 's 00'10 .b HOS ONIN3d0 m O PP oPO oZ o DESIGNED BY, K U DRAWN BY' leal CHECKED BY' geti DATE'6/2/Oa No. Revision Date WASTEWATER REUSE WEST GARFIELD LANDFILL GARFIELD COUNTY, COLORADO SETTLEING TANK DETAILS KC Hamilton Engineering, Inc. 250 Pearl Street, 9236 Conner, Colorado 80203 Phone:720-261.9358 Fax:303.733-002 Email, kchengineering@msn.corn 011 JO MIA Mild 0 in Ami )6k2j1M OT Wrwz0 O-1 00 Q p O _OZ9 omaolomo 5f1, o_ , 00 m~ PNm mm $0@ z005 3m xcm z 0 0 cu, 0 O m 0 0 9 m o >INV1 JO M3IA 3l1dOad NNV1 JO MDA ON3 NN OPENING FOR 4' DIA CROSS-OVER PIPE 129 nnnn / z GI 0 t.=0 0 m \OPENING FOR 4' ETA. CONDUIT FOR PERMEATE TUBING Ts 0 NO G r.a 9 fA 00 00 o mc3 a 11 0 z a 0 0 1311110'MO .V HO3 $NIN3dO O 0 m0w o Z w0 DESIGNED BY. KGB DRAWN BYt KCB CHECKED BYt I CQ3 DATD6/2/DH No. Revision Date WASTEWATER REUSE WEST GARFIELD LANDFILL GARFIELD COUNTY, COLORADO AERATION TANK DETAILS KC Hamilton Engineering, Inc. 250 Pearl Street. &206 Denver. Colorado 80203 Phone', 720-261-9358 fax: 303-7334702 Emalt: kchenglneerin9@jmsn can / \OPENING FOR 4' ETA. CONDUIT FOR PERMEATE TUBING 0 z a 0 0 1311110'MO .V HO3 $NIN3dO O 0 m0w o Z w0 DESIGNED BY. KGB DRAWN BYt KCB CHECKED BYt I CQ3 DATD6/2/DH No. Revision Date WASTEWATER REUSE WEST GARFIELD LANDFILL GARFIELD COUNTY, COLORADO AERATION TANK DETAILS KC Hamilton Engineering, Inc. 250 Pearl Street. &206 Denver. Colorado 80203 Phone', 720-261-9358 fax: 303-7334702 Emalt: kchenglneerin9@jmsn can to x Z O 4 O o Z W Q DESIGNED BY. KCH DRAWN BY, KGH CHECKED DY, KCH DATE. 6124/08 No. Revision Date WASTEWATER REUSE WEST GARFIELD LANDFILL GARFIELD COUNTY, COLORADO TYPICAL OWS PROFILE KC Hamilton Engineering, Inc. 250 Pearl Suomi, tl 200 Denver, Colorado 20203 Phone: 720-261.8358 Fax: 303-733-4702 Emelt: kciienpin8Oring@ms50001 £FIVE O+b(N.1N1 {NW al@ Edld.e k3 DESIGNED BY.KCH DRAWN BYe KCB CHECKED BY. RCN DATE.G/24/08 No. Revision Date WASTEWATER REUSE WEST GARFIELD LANDFILL GARFIELD COUNTY, COLORADO TYPICAL OWS PLAN VIEW... KC Hamilton Engineering, Inc. 250 Peal sUeot, a 206 Denver. Cotorote 80203 Phone: 720-261-9358 Pax: 303-733-4702 Email: Ncnenpineentp®mrtn.COm AH 113A08dd\ DESIGNED BY KCE DRAWN BY KO CHECKED DY. CLCD DATE. 6-82-08 o£O No. Revision Date WASTEWATER REUSE WEST GARFIELD LANFILL GARFIELD COUNTY, COLROADO SITE PLAN KC Hamilton Engineering, Inc. 250 Pearl Street. # 206 Denver. Colorado 80203 Phone: 720-261-9358 Fax: 303-733-4702 F.maO: kchen8ineDing@msn.com Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property_ Search 1 Assessor Subset_Quenf. 1 Assessor Sales Search Clerk 8z Recorder Reception Search Basic Building. Characteristics 1 Tax Information Value Detail I Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs 1 Mill Lev_yRevenues Detail Parcel Detail Tax Area 019 Account Number R190552 Parcel Number 217520100187 2007 Mill Levy 45.771 Owner Name and Mailing Address GARFIELD COUNTY 108 8TH STSTE213 GLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:20-6-94 DESC: SEC 17: LOTS 18,20,22 & 24. SEC 20: LOTS 1,5,8 & DESC: 11. SEC. 21: LOTS 1 & 2. PRE:R180010 AND/THRU:& TO:R190551 BK:1830 PG:234 RECPT:704012 BK:1704 PG:449 RECPT:677680 BK:1704 PG:447 RECPT:677679 BK:1049 PG:0941 Location Physical Address: 450 246 COUNTY RD RIFLE Subdivision: Land Acres: 259.57 Land Sq Ft: 0 11 11 I http://www.garcoact.corn/assessor/Parcel.asp?AccountNumber=R190552 6/26/2008 Parcel Detail Page 2 of 3 Section 11 Township 11 Range 20 6 94 2008 Property Tax Valuation Information Additional Value Deta Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information No Tax Records Found Mill Levy Revenues Detail Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County_IIome Page http://www. garcoact. com/assessor/Farce 1. asp?AccountN umber=R 1905 5 2 6/26/2008 Actual Value Assessed Value Land: 0 0 Improvements: 0 0 Exempt: 300,000 87,000 Total: 300,000 87,000 Additional Value Deta Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information No Tax Records Found Mill Levy Revenues Detail Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County_IIome Page http://www. garcoact. com/assessor/Farce 1. asp?AccountN umber=R 1905 5 2 6/26/2008 Parcel Detail Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R190552 6/26/2008