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Home My WebLink About992914.tiff Revised 4/30/96 ACTIVE TAPS TAP FEE AGREEMENT THIS AGREEMENT, made and entered into this K ,Qc1 day of l/ ^^11�( 4 , 19 01 , by and between the CENTRAL WELD COUNTY WATER DISTRICT,hereindfter called the District, and Envirocycle,LLC and hereinafter called Customer, WITNESSETH: WHEREAS, District has been organized as a legal body and is known as the Central Weld County Water District, and WHEREAS, Customers are taxpaying electors within said District, or desiring to join said District, or and, WHEREAS, Customers are desirous of acquiring one water tap of 1 'A inches in diameter from the said District, NOW, THEREFORE, in consideration of the premises and the terms of this agreement, it is mutually agreed as follows: 1. Customer agrees to pay the tap fee of$ 54,583.00 Fifty-four Thousand Five Hundred Eighty-three and 00/100 Dollars. 2. The description of the premises for which this tap is being purchased is as follows: Lot B of Recorded Exemption No. 1055-31-2-RE2367,recorded May 7, 1999 as Reception No. 2692540, being a part of the N V2 of Section 32,Township 4 North, Range 65 West of the 6th P.M., Weld County, Colorado. 3. This agreement, when approved by the Board of Directors, shall become a legal and binding contract upon all parties hereto. 4. Customer further agrees to execute any and all easements needed by District at no expense to District, across Customer's property for the installation of the meter pit and appurtenances constructed by District. District shall be responsible for restoring surface area back to reasonable condition at District cost. 5. Customer further agrees to execute any and all easements needed by District at no expense to District, across Customer's for the purpose of installing the District's service line and meter pit constructed by District. District shall be responsible for restoring surface area back to reasonable condition at District cost. 6. Customer further agrees to the following special provisions: N/A c , 7. Customer further agrees to abide •by the rates established and the rules and regulations of the 0 District. 1N WITNESS WHEREOF, the parties hereto have hereunto and hereunder set their signatures the day and year first hereinabove written. CUSTOMER SIGNATURE CENTRAL WELD COUNTY WATER DISTRICT (Property Owner) Envirocycle, LLC BY BY:X li! \, ATTEST 1c24-fruai!N i 6a Authorized Representative 992914 i . A - j iF ' 0/ q i 9I si /04-9/9? , %' il/d).frc ' i. s. 111 .. _ /0 id-q /97 .55/at a L;e-d- GEOTECHNICAL ENGINEERING REPORT PROPOSED INJECTION WELL FACILITY WELD COUNTY ROADS 39 AND 40 WELD COUNTY, COLORADO TERRACON PROJECT NO. 21995089 August 5, 1999 Prepared for: Enviro-Cycle, LLC PO Box 117 LaSalle, Colorado 80645 Attn: Mr. Jim Daniel Prepared by: Terracon 1289 First Avenue Greeley, Colorado 80631 c lrerracon 1 lerracon P.O.Box 1744.1289 First Avenue August5, 1999 Greeley,Colorado80632-1744 (970)351-0460 Fax:(970)353-8639 Enviro-Cycle, LLC PO Box 117 LaSalle, Colorado 80645 Attn: Mr. Jim Daniel Re: Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 Terracon has completed a geotechnical engineering exploration for the proposed injection well facility to be located at the intersection of Weld County Roads 39 and 40. This study was performed in general accordance with our proposal number 2199p078 dated July 7, 1999. The results of our engineering study, including the boring location diagram, laboratory test results, test boring records. and the geotechnical recommendations needed to aid in the design and construction of foundations and other earth connected phases of this project are attached. The subsurface soils at the site consisted of silty sand fill and native silty sand. Where encountered, siltstone/sandstone bedrock underlies the native silty sand at depths 7 to 131/2 feet. The results of our field exploration and laboratory testing indicate that the soils and bedrock at the site have non to low expansive potential. The soils at the anticipated foundation bearing depth have low to moderate load bearing capability. Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, we recommend that the proposed structures be supported on a spread footing foundation system. Slab on grade may be utilized for the interior floor system provided that care is taken in the placement and compaction of the subgrade soil. A standard septic system is feasible at the site. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. Arizona t• Arkansas ■ Colorado I• Georgia ■ Idaho IN Illinois • Iowa ■ Kansas ■ Kentucky • Minnesota ■ Missouri • Montana Nebraska ■ Nevada ■ New Mexico ■ Oklahoma ■ Tennessee ■ Texas • Utah ■ Wisconsin I• Wyoming Quality Engineering Since 1965 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services, please do not hesitate to contact us. Sincerely, TERRACON , c,o PPOPEssiatq c� Prepared by: Reviewed by:cl. /CA- ' i----)G III'- 1 ij/' k iLX PFVQ°° Doug Le gre .G. .:, ciJio- William J. Attwooll, P.E. Office Manag r/Senior Ge Senior Geotechnical Engineer Copies to: Addressee (3) iii TABLE OF CONTENTS Page No. Letter of Transmittal ii INTRODUCTION 1 PROPOSED CONSTRUCTION 1 SITE EXPLORATION 2 Field Exploration 2 Laboratory Testing 2 SITE CONDITIONS 3 SUBSURFACE CONDITIONS 3 Soil and Bedrock Conditions 3 Field and Laboratory Test Results 4 Groundwater Conditions 4 ENGINEERING ANALYSES AND RECOMMENDATIONS 4 Geotechnical Considerations 4 Foundation Systems 5 Floor Slab Design and Construction 6 Pavement Design and Construction 7 Septic System Construction 8 Earthwork 9 General Considerations 9 Site Preparation 9 Fill Materials and Placement 10 Additional Design and Construction Considerations 12 Exterior Slab Design and Construction 12 Surface Drainage 12 GENERAL COMMENTS 13 TABLE OF CONTENTS (Cont'd) APPENDIX A Site Plan Logs of Borings APPENDIX B Laboratory Test Results APPENDIX C General Notes Unified Soil Classification GEOTECHNICAL ENGINEERING REPORT PROPOSED INJECTION WELL FACILITY WELD COUNTY ROADS 39 AND 40 WELD COUNTY, COLORADO TERRACON PROJECT NO. 21995089 AUGUST 5, 1999 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed structures to be located at the injection well facility on Weld County Roads 39 and 40. The site is located in the northwest quarter of Section 32, Township 4 North, Range 65 West of the 6th Principal Meridian. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • subsurface soil and bedrock conditions • groundwater conditions • foundation design and construction • floor slab design and construction • pavement design and construction • septic systems • earthwork • drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PROPOSED CONSTRUCTION As we understand it, the site will have two support buildings and several large concrete pads for the injection well facility being drilled on site. The support buildings will be serviced by an individual sewage disposal system. Approximately 500 feet of Weld County Road 40 from the intersection of Weld County Road 39 to the east will be paved. Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 SITE EXPLORATION The scope of the services performed for this project included a site reconnaissance by an engineering geologist, a subsurface exploration program, laboratory testing and engineering analyses. Field Exploration A total of 10 test borings were drilled on July 9, 1999. The borings were drilled to approximate depths of 3 to 15 feet at the locations shown on the Site Plan, Figure 1. Two borings were drilled within the footprint of the proposed structures, two borings were drilled along WCR 40, and six borings, including a soil profile boring, were drilled in the area of proposed septic system. Percolation tests were conducted in general accordance with Weld County requirements. All borings were advanced with a truck-mounted drilling rig, utilizing 4- and 6-inch diameter solid stem augers. The borings were located in the field by pacing from property lines and/or existing site features. Ground surface elevations at each boring location were obtained by measurements with an engineer's level from a temporary bench mark (TBM) shown on the Site Plan. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used to determine each. Continuous lithologic logs of each boring were recorded by the engineering geologist during the drilling operations. At selected intervals, samples of the subsurface materials were taken by pushing thin-walled Shelby tubes, or by driving split-spoon samplers. Penetration resistance measurements were obtained by driving the split-spoon into the subsurface materials with a 140-pound hammer falling 30 inches. The penetration resistance value is a useful index in estimating the consistency, relative density or hardness of the materials encountered. Groundwater conditions were evaluated in each boring at the time of site exploration, and four days after the drilling. Laboratory Testing All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were classified in accordance with the Unified Soil Classification System described in Appendix C. Samples of bedrock were classified in accordance with the general notes for Bedrock Classification. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated 2 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 to determine engineering properties of the subsurface materials. Boring logs were prepared and are presented in Appendix A. Laboratory tests were conducted on selected soil and bedrock samples and are presented in Appendix B. The test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. All laboratory tests were performed in general accordance with the applicable ASTM, local or other accepted standards. Selected soil and bedrock samples were tested for the following engineering properties: • Water Content • Atterberg Limits • Dry Density • Percent Fines • Consolidation • Expansion • Compressive Strength SITE CONDITIONS The site currently has a deep injection well being drilled on the southeast corner of the site. Two existing oil well pumps are also located on the property, one is near the injection well and the other is located on the southwest corner of the site. The site is vegetated with native grasses. Drainage is fair to the northeast. The site is bordered to the north by Weld County Road 40 and west by Weld County Road 39. Agricultural fields and pasture border the site to the east and south. A small marshy area was observed at the northeastern corner of the site. SUBSURFACE CONDITIONS Soil and Bedrock Conditions As presented on the Logs of Boring, silty sand fill was encountered to depths of 1 to 21/4 in borings 3 and 4. Approximately 6 inches of road base material was encountered at the surface of borings 1 and 2. The material underlying the road base and fill is silty sand. The silty sand extends to siltstone/sandstone bedrock that was encountered in the deeper borings at depths of 7 to 131/2 feet. 3 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 Field and Laboratory Test Results Field test results indicate that the sand soils vary from loose to in relative density. The bedrock varies from weathered to hard in hardness. Laboratory test results indicate that the soils have non to low expansive potential and low to moderate load bearing capabilities. Percolation testing conducted in the area of the proposed soil absorption bed are summarized as follows: Percolation Test.Results Test Hole: . Depth i; Soil Percolation Rate (inches)` Classification (minutesfinch) 5 36 SM 10 6 36 SM 20 7 36 SM 15 8 36 SM 30 9 36 SM 12 10 36 SM 22 Field test results indicate the soils in the area of the proposed septic system have fair percolation characteristics. Groundwater Conditions Groundwater was encountered in Test Borings 3 and 4 at an approximate depth of 14 feet in the at the time of field exploration. When checked four days after drilling, groundwater was measured in these two borings at approximate depths of 9 to 14 feet. These observations represent groundwater conditions at the time of the field exploration, and may not be indicative of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. ENGINEERING ANALYSES AND RECOMMENDATIONS Geotechnical Considerations The following foundation systems were evaluated for use on the site: • spread footings bearing on undisturbed soils and/or engineered fill; 4 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 Design and construction recommendations for foundation systems and other earth connected phases of the project are outlined below. Foundation Systems Due to the presence of non- to low-swelling soils on the site, spread footing foundations bearing upon undisturbed subsoils and/or engineered fill are recommended for support for the proposed structure. The footings may be designed for a maximum bearing pressure of 1,500 psf. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. Uncontrolled fill on the site should not be used for support of foundations without removal and recompaction. Terracon has performed density testing for several areas at the site and the engineered fill is acceptable for structures to be built upon. Exterior footings should be placed a minimum of 30 inches below finished grade for frost protection and to provide confinement for the bearing soils. Finished grade is the lowest adjacent grade for perimeter footings. Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equal total settlement is recommended; however, proportioning to relative constant dead- load pressure will also reduce differential settlement between adjacent footings. Total settlement resulting from the assumed structural loads is estimated to be on the order of 3/4 inch or less. Differential settlement should be on the order of 1/2 to 3/4 of the estimated total settlement. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Foundations and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. Foundation excavations should be observed by the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. 5 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 Floor Slab Design and Construction Some differential movement of a slab-on-grade floor system is possible should the subgrade soils become elevated in moisture content. To reduce potential slab movements, the subgrade soils should be prepared as outlined in the earthwork section of this report. For structural design of concrete slabs-on-grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or engineered fill consisting of on- site soils. A modulus of 200 pci may be used for floors supported on at least two feet of non- expansive structural fill meeting the specifications outlined below. Additional floor slab design and construction recommendations are as follows: • Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. • Control joints should be provided in slabs to control the location and extent of cracking. • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. • In areas subjected to normal loading, a minimum 4-inch layer of sand, clean-graded gravel or aggregate base course should be placed beneath interior slabs. For heavy loading, reevaluation of slab and/or base course thickness may be required. • If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to minimize potential vapor rise through the slab. • Floor slabs should not be constructed on frozen subgrade. • Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1R are recommended. 6 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 Pavement Design and Construction Design of pavements for the project have been based on the procedures outlined in the 1986 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO). The required total thickness for the pavement structure is dependent primarily upon the foundation soil or subgrade and upon traffic conditions. Based on the soil conditions encountered at the site, the anticipated type and volume of traffic and using a group index of 0 as the criterion for pavement design, the following minimum pavement thicknesses are recommended: Recommended Pavement Thicknesses (Inches) Traffic Area Alternative Asphalt Aggregate Plant-Mixed Portland Concrete Base Bituminous Cement Surface - Course Base Concrete Total Weld County A 4 8 12 Road 40 B 3 4 7 C 6 6 Each alternative should be investigated with respect to current material availability and economic conditions. Aggregate base course (if used on the site) should consist of a blend of sand and gravel which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. Aggregate base course and select subbase should be placed in lifts not exceeding six inches and should be compacted to a minimum of 95% Standard Proctor Density (ASTM D698). Asphalt concrete and/or plant-mixed bituminous base course should be composed of a mixture of aggregate, filler and additives, if required, and approved bituminous material. The bituminous base and/or asphalt concrete should conform to approved mix designs stating the Hveem properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in plant-mixed bituminous base course and/or asphalt concrete should meet particular gradations. Material meeting Colorado Department of Transportation Grading C or CX specification is recommended for asphalt concrete. Aggregate meeting Colorado Department of Transportation Grading G or C specifications is recommended for plant-mixed bituminous base course. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt 7 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 material should be placed in maximum 3-inch lifts and should be compacted to a minimum of 95% Hveem density (ASTM D1560) (ASTM D1561). Where rigid pavements are used, the concrete should be obtained from an approved mix design with the following minimum properties: • Modulus of Rupture @ 28 days 550 psi minimum • Strength Requirements ASTM C94 • Minimum Cement Content 6.0 sacks/cu. yd. • Cement Type Type I-II Portland • Entrained Air Content 4 to 8% • Concrete Aggregate ASTM C33 and CDOT Section 703 • Aggregate Size 1 inch maximum • Maximum Water Content 0.49 lb/lb of cement • Maximum Allowable Slump 4 inches Concrete should be deposited by truck mixers or agitators and placed a maximum of 90 minutes from the time the water is added to the mix. Other specifications outlined by the Colorado Department of Transportation should be followed. Longitudinal and transverse joints should be provided as needed in concrete pavements for expansion/contraction and isolation. The location and extent of joints should be based upon the final pavement geometry and should be placed (in feet) at roughly twice the slab thickness (in inches) on center in either direction. Sawed joints should be cut within 24-hours of concrete placement, and should be a minimum of 25% of slab thickness plus 1/4 inch. All joints should be sealed to prevent entry of foreign material and dowelled where necessary for load transfer. Septic System Construction Field test results indicate that a standard septic system and leach field (soil absorption bed) is feasible for construction on the site at the location of percolation test holes 5 through 10. However, because the septic system will service a commercial facility, Weld County requirements state the septic must be designed by an engineer. The system should be designed in accordance with applicable state and county requirements and should be located at the minimum distances from all 8 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 pertinent ground features described in Weld County regulations. An average percolation rate of 20 minutes per inch is recommended for design purposes. No groundwater or bedrock was encountered in the soil profile boring located at the proposed soil absorption bed. Accordingly, the leach field may be constructed to a depth of four feet from existing site grade. Earthwork General Considerations The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. Site Preparation Strip and remove existing vegetation, debris, and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions which could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after completion of grading operations. The site should be initially graded to create a relatively level surface to receive fill, and to provide for a relatively uniform thickness of fill beneath proposed building structures. All exposed areas which will receive fill should be scarified to a minimum depth of eight inches, conditioned to near optimum moisture content, and compacted. If unexpected fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. 9 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively stable. However, the stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. Fill Materials and Placement Clean on-site soils or approved imported materials may be used as fill material. Imported soils (if required) should conform to the following unless approved by the project geotechnical engineer: Percent fines by weight Gradation (ASTM C136) 6" 100 3" 70-100 No. 4 Sieve 50-100 No. 200 Sieve 50 (max) • Liquid Limit 30 (max) • Plasticity Index 10 (max) 10 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Recommended compaction criteria for engineered fill materials are as follows: Minimum Percent Material JASTM D6981 Scarified subgrade soils 95 On-site and imported fill soils: Beneath foundations 95 Beneath slabs 95 Beneath pavements 95 Miscellaneous backfill (non-structural areas) 90 On-site and imported granular soils should be compacted within a moisture content range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. Additional Design and Construction Considerations Exterior Slab Design and Construction Exterior slabs-on-grade, exterior architectural features, and utilities founded on, or in backfill may experience some movement due to the volume change of the backfill. Potential movement could be reduced by: • minimizing moisture increases in the backfill • controlling moisture-density during placement of backfill using designs which allow vertical movement between the exterior features and • adjoining structural elements • placing effective control joints on relatively close centers Surface Drainage Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features which could retain water 11 Geotechnical Engineering Report Injection Well Facility Terracon Project No. 21995089 in areas adjacent to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walls. Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations which may occur between borings or across the site. The nature and extent of such variations may not become evident until construction. If variations appear, it will be necessary to reevaluate the recommendations of this report. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concemed about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. In the event that changes in the nature, design, or location of the project as outlined in this report, are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes, and either verifies or modifies the conclusions of this report in writing. 12 WELD COUNTY ROAD 40 i No 1 No.2 X t XX. x X X X Na 7 s No.100,9 No.6 No.9 S No.5 S No.8 5 r. X m No.3 0 o NR• n N PROPOSED O c OFFICE z PROPOSED p FENCE LINE C 0 ea IBM=NORTHWEST CORNER OF FENCE SURROUNDING THE `, EXISTING OIL PUMP , ELEV.=100.0 '`S 1 , V 10 No.4 5 V :` �'--- PROPOSED PUMP HOUSE V X BORING LOCATION PLAN N PROPOSED INJECTION WELL FACILITY WELD COUNTY ROADS 39 AND 40 WELD COUNTY,COLORADO F..w4• DML Projea 21995089 �^�^ '%➢ 0e4ee BY. lierraten saw, 1'=100' Checked 1289 FIRST AVENUE Darn 8-4-89 Ap pwa4By DML GREELEY.COLORADO 80831 Den By OPAL DIAGRAM IS FOR NLOCATIONNEBALLOCATIONA AF N.c FFunNo. I AND 19 NOT INTENDED FOR CONBIRUCTION TION PURPOSES LOG OF BORING No. 1 Page 1 of 1 CLIENT ARCHITECT/ENGINEER Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado I Proposed Injection Well Facility SAMPLES 1 TESTS c7 C 1 s j F rc I ru m v u, Ce z o L z �zw F 17z, a DESCRIPTION > zc H Q oz cHz n. U ' a. . U O U C :'-¢ 24 F-O rs. FCf 0.5 6' ROAD BASE 1 SMI 1 SS 18" 28 7 NV/NP/16 I SILTY SAND Brown to tan, moist, medium dense — 2 SS 12" 16 191 5 7.0 WEATHERED SILTSONE/SANDSTONE Tan to gray, moist Soh/poorly cemented 3 SS 12' 20 20 10.0 10 BOTTOM OF BORING THE STRATIFICATION LINES REPRESEN T THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: LN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL None W'D"Y 1brraeon BORING COMPLETED 7-9.99 WL RIG CiV4E-55 FOREMAN JJK VL Hole Filled in A.B. APPROVED DML JOB# 21995089 LOG OF BORING No. 2 Page 1_of 1_ , CLIENT ARCHITECT/ENGINEER Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility SAMPLES 1 TESTS F^ ' F W O 4 >' u. W in ZS 2t u - 2 x x i Z El- -TZu.) DESCRIPTION >„ m > Zul Z FW `. n O rnQ 'OZ - Z vi2 ❑- U OCc. CJW I-' ' cc vi = - tu H, >-C• Z 4" �W J O = Z -- ce to CI: ❑e =,n a�s p 5 6" ROAD BASE SM, 1 SS 18" 46 51 NV/NP/10 SILTY SAND Brown to tan, moist Loose to dense 2 SS 12"' 5 I 9 , 5 3- SS 12 3 i 19 10.0 10 BOTTOM OF BORING I 'I THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LLv ES BETWEEN SOIL AND ROCK TYPES'. IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL ' = None W.D.I T lierracon BORING COMPLETED 7-9-99 WL RIG CME-55 FOREMAN Inc `VL Hole Filled in A.B. APPROVED DML JOB# 21995089 LOG OF BORING No. 3 Page lul' I_ CLIENT I ARCHITECT/ENGINEER Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado I Proposed Injection Well Facility SAMPLES TESTS C7 — — .' I 'Et' I ft_ C " r r; .-1 (X I i Z --H L-4 DESCRIPTION _ } w� j F I Zz a Z _� n C ' . I4 cnC Cw -:n .: � r w ' �� I av i zH�,uiccu. 3cc� 0 Approx. Surface Elev.: 96.0 ft. — = Z E- CC cn^ . C°" =coa vnaa. %-? FILL -Silty Sand SM, 11SS118" 7 6 — 1 Rust to tan. moist, loose i a 2.5 93.5 I I ' SILTY SAND SM: 2 ST 12"1 3 127 1525 0 Brown to tan. moist to wet to dense Loose 3 SS' 12"' 10 I 3 4 ST 12" 13 125 1785 5ISS ! 12" 5 191i 10 = 8 13.5 2.5 _ il WEATHERED Y. SILTSTONE/SANDSTONE 6 SS 12" 30 21 15.0 Tan to gray, moist 81.0 15 • Moderately hardicemented BOTTOM OF BORING il. � �I THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL - 14.0' WD..= 14.0' A.B. l ��rracon BORING COMPLETED I 7-9-99 RIG CME-55 FOREMAN JJK t L Water Checked 4 Days A.B. APPROVED DML I JOB a 21995089 J e 4. LOG OF BORING No. 4 Page I of l CLIENT 1 ARCHITECT/ENGINEER Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility .-.1 SAMPLES TESTS C7oy h I W C It L uF. cG ti z 1�- = DESCRIPTION S N w > z<n C zz _ w O d t U F, >., U W W v) = >. 1 rL O C U z rz, .. Approx. Surface Elev.: 93.5 ft. C] = Z H 1 ae ri°a 2 Xa, `"a FILL - Silty Sand SMI 1 SS 118"1 7 9 1.0 Brown, moist. loose 92.5 7 SILTY SAND 1 Brown to tan, moist to wet Loose to medium dense SM 2 ST 112"I 9 105 1025 j 3ISS ; 12" 9 18 5 j 4 T1 8.5 85.0 S '1 12" 12 . 121 1120 WEATHERED t 5 SS 12 29 18 '; SILTSTONE/SANDSTONE Tan to gray, moist 10 Moderately hard/cemented 4 d 12.5 81.0 SILTSTONE/SANDSTONE Tan to gray, moist 1 Moderately hard/cemented _ 6ISS 12"' 46 221 15.0 78.5 15 BOTTOM OF BORING THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL 14.0' W.D.'Y 90' A.B. BORING COMPLETED 7-9-99 WL I err acon RIG CI4E-55 FOREMAN J.IK WL Water Checked 4 Days A.B. APPROVED DML JOB# 21995089 , LOG OF BORING No. 5 Page l of l CLIENT ARCHITECT/ENGINEER Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility SAMPLES TESTS s Fes- C] m > H w Z^ LLJ H 2 a a Z TF V DESCRIPTION w�PC L. Z3 F Q �Z U a- U Hp O >"CI. Utu-rc it vl >. m 2.-1 0 U Z w) 0 ' Approx. Surface Elev.: 93.5 ft. a = Z • ee &Dec 2 Cc. =inG 0,5 TOPSOIL 6" 93.0 SM, SILTY SAND Tan. moist, loose 3.0 90.5 BOTTOM OF BORING THE STRA IIEICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LLNES BETWEEN SOIL AND ROCK TYPES, IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL 1None N•D•'� None A B' BORING COMPLETED 7-9-99 WL I err acon RIG CME-55 FOREMAN JJK I t L Water Checked 4 Days A.B. APPROVED DML JOB# 21995089 • LOG OF BORING No. 6 Page 1 of 1 CLIENT 1 ARCHITECT/ENGINEER Enviro-Cycle. LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado I Proposed Injection Well Facility I a SAMPLES TESTS O B > -a OO >- - Z z N - DESCRIPTION --. c m 5 z, - a zz O ¢L. O. Yra. I F -1 ' = a.—IO U Z v I 0 Approx. Surface Elev.: 93.5 ft. Ca 0 Z H ot coon 1 Oa wIa "' 0,5 TOPSOIL 6" 93.0 ISM] I - -- fI SILTY SAND 1 I Tan, moist, loose 1 I 3.0 90.5 BOTTOM OF BORING 1 I LINES i it BOUNDARY THE STRATIFICATION LINES REPRESENT THE APPROXIMATE O BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7--9-99 WL - None W•D•'3-7 None 4 B � 'J � BORING COMPLETED -9-99 err aeon WL I RIG Cy4E-55 FOREMAN JJg t L Water Checked 4 Days A.B. APPROVED DML JOB# 21995089 LOG OF BORING No. 7 Page l of 1 CLIENT ARCHITECT/ENGINEER Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado i Proposed Injection Well Facility SAMPLES TESTS C C . ! F m - ' — DESCRIPTION x v' 1 m > Z`n I.. q zz 0- O o_ F. v' I a C . Hp O CU- Zay. i i W CUn Y, u7 1 O = Z H PG CC4= 2 Oa 'Ov'a C7 Approx. Surface Elev.: 93.5 ft. '''' 1 0.5 TOPSOIL 6" 93.0 SM SILTY SAND Tan, moist, loose -I , I �� 3.0 90.5 1 —I BOTTOM OF BORING I 1 ii THE STRATIFICATION LINES REPRESENT THE APPROXLMATE BOUNDARY LINES 1 BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL T. None V.D.'S None A.B. BORING COMPLETED 7-9-99 WL lie rr RIG CAE-55 '.FOREMAN JJK L Water Checked 4 Days A.B. APPROVED DML I JOB a 21995089 4, s • LOG OF BORING No. 8 Page 1 of 1 CLIENT ARCHITECT/ENGINEER Enviro-Cvcle. LLC SITE Weld County Roads 39 and 40 j PROJECT Weld County, Colorado Proposed Injection Well Facility SAMPLES I r TESTS OO E- I F- Le — ut. 2 - ;a.> . a Z z= U DESCRIPTION z v > 'I a F ! p zz a. a a 4 c OJ HC 3 'n. U a w o: L rn J } La as O CCU z � 0 Approx. Surface Elev.: 92.0 ft. o a z I-- &pm z Oa via OS TOPSOIL 6" 91 5 SMI 1 SILTY SAND Tan, moist, loose I� 3.0 89.0 BOTTOM OF BORING I I� THE STRATIFICATION LINES REPRESENTAPPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: LN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL ',7 None W.D. Y None A.B. 1 ��rr aeon BORING COMPLETED 7-9-99 WL RIG CME-55 FOREMAN JJK 44. L Water Checked 4 Days A.B. APPROVED DML JOB a 21995089 • F. • LOG OF BORING No. 9 Page 1 of 1 CLIENT ARCHITECT/ENGINEER Enviro-Cycle. LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility SAMPLES i TESTS 0 I ! b\ H W OJ H C° > w w Z�- I U a Z L,. I a DESCRIPTION = Ca E—i Z3 cn }� j z�� W c4 = } U FO O I C ZC[L O Approx. Surface Elev.: 91 5 ft. 0 Z E— = �m Ga wFia ,__ 0.5 TOPSOIL 6" 91.0 ISM, I I — - SILTY SAND Tan, moist, loose _I —. I ai 5 1 SS 12 8 13 8.0 83.5 I BOTTOM OF BORING I I I THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES , I I BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7 9 99 WL None W.D. = None A.B. BORING COMPLETED 7-9-99 WI" lierracon RIG CME_55 FOREMAN Inc WL Water Checked 4 Days A.B. APPROVED DML JOB a 21995089 J I 4. LOG OF BORING No. 10 Page 1 of 1 CLIENT ii ARCHITECT/ENGINEER Enviro-Cycle, LLC _ SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility I SAMPLES TESTS c� 6 I ' ' ' O ! = rI w u y 2 ce x ' a z KF DESCRIPTION m > ZF F zz _ OW Q : a7 J —, a- 1 O I I...O 3 >- 1., U a u. a _ n > w i a.� O aU Z"c•I C Approx. Surface Elev.: 92.0 ft. = = Z F" j '"�° tea. �`"a -1 0.5 TOPSOIL o" 91.5 SM. • f--- SILTY SAND Tan, moist, loose 3.0 59.0 i • BOTTOM OF BORING • • • • • • • • • • • • • THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU,THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL None W.D. Y None A.B. BORING COMPLETED 7-9-99 WL -� _ _ err acon RIG CME-55 I FOREMAN JJK t L Water Checked 4 Days A.B. APPROVED DML JOB a 21995089 J le 1 , 1 � 1 1 Water Added s w N S 4 O I D I 1 1 A T ,. D 1 1 • 81 1 1 101 1', 1 1 1 10 0.1 APPLIED PRESSURE,TSF Specimen Identification Classification DD MC% •I 4 3.0 1 Silty Sand 100 11 t PROJECT Proposed Injection Well Facility - Weld JOB NO. 21995089 County Roads 39 and 40 DATE 8/4/99 CONSOLIDATION TEST Terracon Greeley, Colorado el CL1 E. Cig GEOTECHNICAL ENGINEERING REPORT PROPOSED INJECTION WELL FACILITY t WELD COUNTY ROADS 39 AND 40 1 WELD COUNTY, COLORADO TERRACON PROJECT NO. 21995089 August 5, 1999 .] Prepared for Enviro-Cycle, LLC .J PO Box 117 LaSalle. Colorado 80645 Attn: Mr. Jim Daniel J Prepared by: Terracon 1289 First Avenue JGreeley, Colorado 80631 I lierracon WELD COUNTY ROAD 40 No.1 No.2 ] 1 ,. No.7 No.10 ] No.6 ,4 No.9 4 1 No.54 No.84 rn No.3 ra a . - PROPOSED OC OFFICE z 0 PROPOSED p FENCE LINE D C w IBM=NORTHWEST CORNER OF c` FENCE SURROUNDING THE �1 EXISTING OIL PUMP , ELEV.= 100.0 ' � �v 1 tl ® No.4 4 Ile A -- PROPOSED PUMP HOUSE 1 , i\ 1 BORING LOCATION PLAN 1 \ PROPOSED INJECTION WELL FACILITY WELD COUNTY ROADS 39 AND 40 ._ WELD COUNTY,COLORADO 1 y^ Pc* NPT• DML ,�re rr �w g q F'4e°N° 21995089 9 Dee9roE 8Y s6 ^.ra 8 5a. 7'.100' • _ Clacked BY 1289 FIRST AVENUE DRs 8-4-99 Area BY: DML GRES.EY,COLORA0080831 Craw BY. DML DIAGRAM IS FOR GENERAL LOCATION ONLY. ..,n is.ant iurcuncn m a CONSTRUCTION PURPOSES F00 Nam Figa it J LOG OF BORING No. 5 Page 1 of 1 CLIENT ARCHITECT/ENGINEER EHviro-Cycle. LLC - 1 SITE Weld County Roads 39 and 40 1 PROJECT Weld County. Colorado Proposed Injection Well Facility 0 SAMPLES TESTS J F V O mI F T j DESCRIPTION = W 5 Z n F C zZ c4 coO ' ' Lai cn a )- L. c� 5 I Cv ZF� C ! Approx. Surface Elev.: 93.5 ft. 0 0 Z E- _ cn 5 Co_ w a 7 ' 0.5 TOPSOIL 6" 93.0 SM I it 1 I I SILTY SAND Tan, moist, loose II — 3.0 90.5 BOTTOM OF BORING 1 Ili II, i J , 7 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. 1 WATER LEVEL OBSERVATIONS BORING STARTED 7.9_99 WL None WD•'T. None A.B. 1 �C«,�CD� RIG CME-55 FOREMAN JJK BORING COMPLETED 7.9_99 WL •� WL Water Checked 4 Days A.B. APPROVED DML JOB# 21995089 • J1 1 I ' LOG OF BORING No. 6 Page 1 of l CLIENT I ARCHITECT/ENGINEER Al Enviro-Cycle. LLC SITE Weld County Roads 39 and 40 PROJECT Weld County. Colorado Proposed Injection Well Facility J SAMPLES TESTS O d F F } W h ZT U a. 2 i% ' C L\. cc Z ,. F _ DESCRIPTION = m — Z5 p �� • 1 a pF- U ' C En 1Y•rz U C Lu cn : = �1 >- _ aj 1 CGL ZFccn C7 Approx. Surface Elev.: 93.5 ft. 0 0 Z — — V1en 2 i Ga. =um. 1 0.5 TOPSOIL 93.0 SMI I 1 SILTY SAND Tan, moist. loose I 3.0 90.5 BOTTOM OF BORING 7 • 1 1 1 1 , -1 .1 I THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITC.THE TRANSITION MAY BE GRADUAL. 1 WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 • WL - None W.D. 7 None A.B. 1 �� RIG CME-55 FOREMAN JJh BORING COMPLETED 7-9-99 Iwt.��'L Water Checked 1 Days A.B. APPROVED D1 IL JOB# 21995089 -� LOG OF BORING No. 7 Page 1 of 1 CLIENT ARCHITECT/ENGINEER 1 Enviro-Cycle, LLC SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility J o SAMPLES TESTS O : 1 i F by �- c F ;c O _ L^ - ❑F Grl i Z_ U DESCRIPTION = N ' w w Zv �� z Q 1 dO p a,V Z';n O i Approx. Surface Elev.: 93.5 ft. O Z F- ee cnm 2 am.. Wit^- 1 0.5 TOPSOIL 6" 93.0 _NMI 1 L. SILTY SAND Tan. moist. loose 3.0 90.5 1 BOTTOM OF BORING I 1 I J 7 J 1 7 ' l I l , 1 I i THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. I WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL - None WD•'/-: None A.B. lie rr�enn RIG CME-55 FOREMAN Inc BORING COMPLETED 7-9-99 1 WL WL Water Checked 4 Days A.B. APPROVED DML JOB 21995089 • ...1 LOG OF BORING No. 8 Page 1 of 1 CLIENT i ARCHITECT/ENGINEER 1 Enviro-Cycle. LLC • SITE Weld County Roads 39 and 40 j PROJECT Weld County, ColoradoF Proposed Injection Well Facility JSAMPLES TESTS J ci o li ;e F o m } I 7) zx U cv c z z H u.F DESCRIPTION x m j zN = 0 Zz - Z r OV 14.1 a3 _ �v ZFc O ' Approx. Surface Elev.: 92.0 ft. o Z F- c1 cnc 2 Co. =enc. 1 ! 0.5 TOPSOIL 6" 91.5 1 H SM I SILTY SAND i Tan, moist, loose i —a 3.0 89.0 JBOTTOM OF BORING 1 3 1 ' J l d l .1 1 a THE STRATIFICATION LINES REPRESENT THE APPROXBIATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. i WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 ' wl_ = None IV.D. V None A•B•' BORING COMPLETED 7-9-99 �. W.L _ i �err acr�n RIG C _55 .FOREMAN JJK lUL Water Checked 4 Days A.B. APPROVED D�IL JOB�' 21995089 J1 . i .. . • LOG OF BORING No. 9 Page 1 of 1 CLIENT ARCHITECT/ENGINEER 1 Enviro-Cycle, LLC - SITE Weld County Roads 39 and 40 PROJECT Weld County, Colorado Proposed Injection Well Facility 1 1 f— 1 SAMPLES TESTS .v^.. 0F c�L CCIA DESCRIPTION 2 N m j Z'n C I zZ 1 J Approx. Surface Elev.: 91.5 ft. C ] I Z F icetn= M Oa =ina J ;.,1 0.5 TOPSOIL6" 91.0 SMI j II SILTY SAND . Tan, moist, loose ! J I I 1 .1 5—J. I I IISS1 12, 8 13 i. ! 8.0 83.5 j BOTTOM OF BORING 1i I I 1 I 1 1 l 1 I I 1 I 1 1 _ THE STRATIFICATION LINES REPRESENT THE APPROXLMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN-SITU.THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 WL None W.D.IT None A.B. BORING COMPLETED 7_9-99 J WL erracon RIG CNIE-SS FOREMAN JJK WL Water Checked 4 Days A.B. APPROVED DMIL JOB# 21995089 • 7 1 J ' LOG OF BORING No. 10 Page 1 of 1 CLIP.NT I ARCHITECT/ENGINEER ] Enviro-Cycle. LLC SITI: Weld County Roads 39 and 40 PROJECT Weld County. Colorado Proposed Injection Well Facility ^ ^ ! SAMPLES TESTS 7 3 ; '� F co v ; III c " z Z` i ] v DESCRIPTION 2 m I j Zy ? w El— ] s m c 0 `3 °u ° am w cn I a I >- w a..: - CU ZF7 1 U Approx. Surface Elev.: 92.0 ft. C Z 1 F c cn= 2 Ca. wIa 1 ] j 0.5 TOPSOIL o" 91.5 SMI _ SILTY SAND !I Tan, moist, loose 1 1 3.0 89.0 BOTTOM OF BORING J J 7 7 1 1 r 1 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES IN-SITU.THE TRANSITION MAY BE GRADUAL. IWATER LEVEL OBSERVATIONS BORING STARTED 7-9-99 wL None MD-'V None A.B. �e rr�� RIG CME-j5 FOREMAN ,IJIi BORING COMPLETED 7-9-99 I WL WI- Water Checked 4 Days A.B. APPROVED DML JOB# 21995089 711.111.111.....1111.1.1111........ Init : WELD COUNTY HEALTH DEPARTMENT (970) 304-6415 RECEIPT *************************************************************************** Receipt Number: 99001871 Amount : 315 . 00 09/16/1999 14 : 05 Payment Method: CHCK Notation: 1190 User: VHAMILTO Owner Name : ENVIRO-CYCLE LLC Applicant Name : DANIEL JIM MGR Permit No : SP-9900477 Parcel No : 1055 32 Site Address : Location: 19094 WCR 40 LASALLE CO 32-4-65 • Total Fees : 315 . 00 This Payment 315 . 00 Total ALL Pmts : 315 . 00 Balance : . 00 *************************************************************************** Account Code Description Amount 256041400-4221-400 New Septic Permit 315 . 00 256041400-4221-400 Repair Septic Permit . 00 256041400-4221-400 Vault Permit . 00 256041400-4221-400 Site Evaluation . 00 256041400-4730-400 Potable Water Sample . 00 Description: MODULAR OFFICE • Commercial (Y/N) : Y Residential (Y/N) : Acres : 78 . 00 Number of Persons : 5 Basement Plumbing (Y/N) : N Number of Bedrooms : Bathrooms-> Full : 3/4 : 1/2 : 1 Water Public (Y/N) : Y Utility Name : WELD CENTRAL Water Private (Y/N) : Cistern (Y/N) : Well (Y/N) : Water Permit No : NOTICE Applicant acknowledges receipt of the individual sewage disposal system guide and that the completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Health Department to be made and furnished by the applicant or by the Weld County Health Department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10, title 25, CRS as amended. The applicant certifies that the proposed system will not be located within 400 feet of a community sewage system. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are, or will be, represented to be true and correct to the best of my knowledge and belief, and are designed to be relied on by the Weld County Health Department in evaluating the same for purposes of issuing the permit applied for herein. I. further understand that any falsification or misrepresentation may result n the denial of the appli tion or revocation of any permit granted based upon said application and in legal action for perju y as provided by w This pplication expires one year from the signature date. / , ?—/6 - q . OWrR/APPLICANT Date y (� DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555N. 17A"AVENUE GREELEY,COLORADO 80631 ADMINISTRATION(970)304-6410 e I PUBLIC HEALTH EDUCATION AND NURSING(970)304-6420 FAX(970)304-6416 Ek. ENVIRONMENTALHEALTHSERVI 5 FEASX((�)3044--66411 JOLORADO THIS PACKET PROVIDES THE FORMS NEEDED TO APPLY FOR A PERMIT TO INSTALL AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM WHEN ALL REGULATORY REQUIREMENTS CAN BE MET. ALL PERMIT APPLICATIONS MUST BE SIGNED BY THE OWNER/AUTHORIZED AGENT. NO PERMIT APPLICATIONS WILL BE ACCEPTED BY MAIL. PROCESSING TIME: Please allow FIVE (5) working days to process your application. APPLICATION FORMS/FEES: The following forms must be submitted to schedule your inspection. A PERMIT WILL NOT BE ISSUED UNTIL THESE ITEMS ARE SUBMITTED. ( 1. COMPLETED INFORMATION PAGE WITH APPROPRIATE FEE. (.)2. ENGINEERING: Soil tests, geological report, engineered design less than six (6) months old(if necessary), AND site plan. TWO signed and stamped originals are required. () 3. PARCEL NUMBER: This can be obtained from the Assessor's office at (970)304-6433 ext 3650. ( ) 4. AUTHORIZATION FORM: Completed if applicant is not the property owner. 055. MAP TO PROPERTY. V\6. SEPTIC PERMIT FEE OF $315.00 Prior to permit issuance, a site inspection will be made. Please be sure the SITE is marked, and the location of the WELL or CISTERN and ABSORPTION SYSTEM are also marked with stakes or flagging. If we can't find your site, we cannot process your application! If you have any questions regarding the permitting process for individual sewage disposal systems, please call (970)304-6415. SEP-20-1999 21: 12 P.01 star, FAX TRANSMISSION vine WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 NORTH 177"AVE.. GREELET, CO 00631 ADMINISTRATION FAX: 970-304-64 16 PHONE: 970-304$4 I 0 HEALTH EDUCATION & NURSING FAX: 970.304-64 16 PHONE: 970-304 6420 ENVIRONMENTAL HEALTH FAX: 970-3044541 I PHONE: 970-304-64 1 5 To: 4i. Date: et-20-99 Fax: so-3 85.3—i gc5(a Pages: .2 Phone: 3c53 8S1-'4 9 to 5 From: �o1_V- c,e.7m..4451<< Subject: COMMENTS: V.1-4a"fik _eCONFIDENTIAL This facsimile is intended only for the use of the individual or entity to which it is addressed and may contain information that is Privileged. confidential. and exempt from disclosure under applicable law. If the reader of this facsimile is not the intended recipient nor the employee or agent responsible for delivering the facsimile to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error,please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. • ENVIRO-CYCLE 1190 PO BOX 189 STERLING,CO 80751 23-7/1020 970-522-8470 PAY �/ ,./ //'�^7f ,� JT, (�� `n DATE ,n / /�/�1 Q T R THE W�& da I�-K.f'� A.��I'I (46 Ct �P�/5 OO.ORDER OF / I LIOC� (----ThroLLARS Err Newest Sank ComeCu,NA NOAIPlST BANKS (4970 1383NOM bset aNIMN. Ss.veg.Colorado S)751 AA Cr— FOR II00i1#90110 ': i0 2000076i: 46 i80067 25v WELD COUNTY DEPARTMENT OF PUBLIC HEALTH 1555 NORTH 17TH AVENUE, GREELEY, AND ENVIRONMEN4 PHONE (970) 304-6415 FAX (970) 304-6411CO 1 Permit # : SP-9900477 Sec/Twn/Rng; Status: BOH-HOLD Permit Type :: CNEW c=commercial, R=residential + NEW, REPair, VauLT Parcel No: 1055 32 Applied: 09/16/1999 Location: 19094 WCR 40 LASALLE Issued: Legal Desc : CO 32-4-65 Finaled: APPLICANT DANIEL JIM MGR PO BOX 117, LASALLE CO 80645 Phone : 970-396-0871 OWNER ENVIRO-CYCLE LLC PO SEPT-ENGR TOTAL XENGINE ENGI 117,NEERING CO 80645 Phone : 970-396-0871 444 SEPT-INSTL SIMON STBACKHOEH 2ND TSERVICELE COLORADO 80645 Phone : (970) 284-924 1702 1ST AVE, GREELEY CO 80631 Phone : (970) 352-7821 Description: MODULAR OFFICE Commercial (Y/N) : Y Residential (Y/N) : Number of Persons : 5 Acres : 78 . 00 Basement Plumbing (Y/N) : N Number of Bedrooms : Water Public (y/N) : Y Bathrooms-> Full : 3/4 : 1/2 : 1 Utility Name : WELD CENTRAL Water Private (Y/N) : Water Permit No: Cistern (Y/N) Y (Well /N) : Percolation Rate : 20 . 0 Limiting Zone: >08 ft 00 in Desc : Ground Slope : Dir: Soil Suitable Engineer Design Req' d (Y/N) : Y (y/N) : Y In 100 Yr Flood Plain (Y/N) : N Minimum Installation Septic Tank: 1000 gal Absorption Trench: 432 sq. ft . Actual Installation Absorption Bed: Septic Tank: /off sq. ft . r) gal Absorption Trench: -- Design Type : -------- - ---- Absorption Bed: � � sq ft . i- t.% sq. ft . The issuance of this NOTICE ----------- -- permit does not imply compliance with other state, county or local regulatory or building requirements, nor shall it act to certify that the subject system will operate in compliance with a y adopted persuant to Article 10, Title 25, CAS as pplic ab le state, amended, except for the purpose of establishing final coun[approval of installed and local regulations system for issuance of a local occupancy permit persuant to CRS 1973 25-10-111 (2) Phis permit is not transferable. The Weld County Health Department reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final ins :ompleted system by the Weld County Health Department. pection of the /n Environmental Specialist Date te 4 b w v s � T v �� W u) N j 2 L. a N ce a �, 5 � ca > H ZM 13C o 0 c .to Q .09 Zo � = ul _ ›. as45 W an r an a) . . SI Q W a a C N CW 2 W W W W = = vat aa) 3 �; ij . o O W W ++ O O c JWMM UQ � ' a) = zoo F. (5F. af ° 0 c a. WNN O iiC CD S. f\ O a) O E" = W x in '„ u Q W WN0u. N � ›; Q` 1- i3 = ao~ea a " O y = U O oZ s13 — 2 2 ° t. W !- In o0 ° �y E Q� >. In O V s- v Z r 7 M • a) E a O In = E V �a a) 0 = ON v„ W > 4, �C •. . :_ N — 1 c = in02 = wa °�' u I C u c a- D I S Total Engineering Service, Inc. as 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 September 16, 1999 Ms. Pam Smith Environmental Protection Services Weld County Health Department 1555 N. 17th Avenue Greeley, CO 80631 Re: Engineer Designed Septic System La Salle Injection Well Facility Enviro-Cycle, LLC WCR 39 & WCR 40 Dear Pam: Please find enclosed and engineered design septic system for the above referenced site. A representative of Terracon Consultants performed percolation tests on August 5, 1999. The average percolation rate was found to be 20.0 minutes per inch. See enclosed report. The average percolation rate meets the County regulation rates for a standard system. However, the system is being provided for a commercial endeavor. Therefore an engineer designed system is required. The system has been sized for fifteen-day workers, even though a maximum of ten-day workers is expected. The ISDS was designed to use a 1000-gallon two- compartment septic tank and a minimum of 216 effective square foot absorption trench using a minimum of 14 standard Infiltrator® units. The system can handle the flow. See enclosed calculations. The absorption bed will be constructed with standard H-10 Infiltrator® units installed in accordance to the manufacturer recommendations. inillillillilli11111111111111111111HtekEngineering Service, Inc. 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 Ms. Pam Smith September 16, 1999 Page Two A minimum of one-foot (1') and no more than three feet (3') of fill material will then be placed over the units. The Engineered Designed System was designed in accordance to Weld County Individual Sewage Disposal System Regulations The owner will have to meet the required distance criteria as shown in Table II in the Weld County Regulations, enclosed. I hope your Department will view the design favorably and issue a permit. Sincerely, TOTAL ENGINEERING SERVICE, INC. :2;;;; .g,A, AP Tom Cope, B.E. 9 24995 • President "`SONAL E �o N `O'\ cc: File 99-168 "i'1pu;A l\\ Jim Daniels, Enviro-Cycle, LLC © Total Engineering Service, Inc. 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 CALCULATIONS INDIVIDUAL SEPTIC DISPOSAL SYSTEM ESTIMATED FLOW 15 Day Workers @ 15 gpd/Person = 225 gpd Maximum Daily Flow = 338 gpd SEPTIC TANK (338 gal/day)(day/24 hrs)(30 hr Req. Det.) = 423 gpd USE: 1000 Gallon Tank ABSORPTION TRENCH A =Q(t)0 5 Q = 338 gpd 3.5 t = 20 mpi A= (338)(20)0.5 3.5 A = 432 sq. ft. INFILTRATOR EVALUATION Reduce area by 50% A=215.9 sq. ft. Affective Area/Infiltrator= 15.6 sq. ft Infiltrators required: 215.9 sq. ft = 13.8 units 15.6 sq. ft/unit USE: 3 Units wide x 5 units long rNOTE INSTALL M . 14 H-10 STANDARD INFILTRATOR UNITS IN ACCORDANCE TO MANUFACTURER RECOMMENDATIONS. 71 Distribution Box Z ° 111.1.11..I—MOM IMIIMI. I III. a N III I CC; CO 1000 Gallon _—_� Septic Tank— 311 ' I I 37.25' MIN I '3e`I ,I I I l III' ' PLAN z II-III-III= NTS IN —III—I I1- — I 11- Finished Grade III— I I III—�- It Riser Rings \\\\I 1 12" max badflll over 'wed. manholes coverer ,t � of peoein Inlet II Plastio sweep -1- Ur Vent - T 1 1`- or Baffle e Invert rL II%?T? rFrf Yr rium"'Rat Tv- rCT'rf? 1 _ I _ L S1 S TAT T T 'S 'TT TD Txw— Water Level ' r - Outlet Ow t IC rt i} or IT Crows _1 1_ z --� Tank divider Sludge 7 Sludge -r SEPTIC TANK UNITING ZONE A—A' ` NTS NTS l 99188SEP( / ENVIRO - CYCLE, LLC LA SALLE WELL INJECTION FACILITY WCR 39 & WCR 40, LA SALLE, COLORADO .) DATE: 9/16/99 SCALE: 0 Total Engineering Service, Inc. NTS ©© NNNNNNNNNNN NNNNN NN PRoJ. No: 99- 168 3310 STATE STREET EVANS, COLORADO 80620 (970) 339-5215 DRAWN BY: T.M.C. SHEET 1 ( HF( KFn RY T.M.C. OF 1 Tabe1 1 Table of Minimum Horizontal Distances in Feet between Components of a Sewage Disposal System and Pertinent Ground Features t Y c I. Y 9 a e c ,fl 7 c = Q p CO y e Y Y lz L ^ n. IL e " Y • On— 7 V L° 7 ►1 rn 7 C O -• m fn L Y w O a T e p V7 C_ Y D •C L Y O V L y m a a• u a e a ' E G a0 - l —• os a - C G b - .. e F = a w 7 I. v a y a e - u 9 Y W L O q - L C to1. p L. C = > y y a O W •; u G i F e e — e h u — C = °' „7 a Ye > > E �° o Cl) , L e h < 'c a U) Springs, Wells, or Suction Lines 50 50 50 60 60 100 100 100h "citable Water Supply Lines 10 10 10 10 10 25 25 25i Cistern 25 25 25 25 25 25 25 25 Dwelling or Occupied Building 0 5a 15 15 15 15 15 20 Property Lines 0 10b 10 10 10 10 10 10 Subsoil Drains 10c 10c 10 10 10 25 25 25 Lakes and Ponds 50c 50c 25 25f 25f 25 25 100h [ntermittent Streams (d), Stream ►r Water Courses, Irrigation 50c 50c 25 100f 100f 100 100 100 )itch (f) and (g) ;wale or Gulley (e) 10c 10c 10 10 10 15 15 25 a. Components which are not watertight should not extend into anticipated root system or nearby trees. Distance shown shall not apply to treatment plant. b. Distance shown shall not apply where effluent discharge is not required to be contained on the premises of origin. c. Crossings may be permitted where pipelines are constructed of sufficient strength to contain flows under pressure. d. Waterway or stream is defined as a feature which drains a watershed greater than one square mile. e. Swale or gully is narrow ravine or shallow depression which carries water after a period of precipitation to include snow runoff and has limited water sources and a drainage basin of one square mile or less. 1 The Department may allow a lesser distance for fully lined systems in instances where the flood zone is not a factor for consideration. g. The Department may allow lesser distances which meet State Guidelines where irrigation ditch laterals not serving as public water sources and where such lesser distances would not cause pollution or be detrimental to the septic system. 3 I Geotechnical Engineering Report 1 Injection Well Facility Terracon Project No. 21995089 1 material should be placed in maximum 3-inch lifts and should be compacted to a minimum of 95% Hveem density (ASTM D1560) (ASTM D1561). 1 Where rigid pavements are used. the concrete should be obtained from an approved mix design with the following minimum properties: i • Modulus of Rupture @ 28 days 550 psi minimum • Strength Requirements ASTM C94 • Minimum Cement Content 6.0 sacks/cu. yd. • Cement Type Type I-II Portland — • Entrained Air Content 4 to 8% • Concrete Aggregate ASTM C33 and COOT Section 703 1 • Aggregate Size 1 inch maximum • Maximum Water Content 0.49 lb/lb of cement I • Maximum Allowable Slump 4 inches Concrete should be deposited by truck mixers or agitators and placed a maximum of 90 minutes J from the time the water is added to the mix. Other specifications outlined by the Colorado 7 Department of Transportation should be followed. Longitudinal and transverse joints should be provided as needed in concrete pavements for 1 expansion/contraction and isolation. The location and extent of joints should be based upon the final pavement geometry and should be placed (in feet) at roughly twice the slab thickness (in inches) on center in either direction. Sawed joints should be cut within 24-hours of concrete placement, and should be a minimum of 25% of slab thickness plus 1/4 inch. All joints should be • sealed to prevent entry of foreign material and dowelled where necessary for load transfer. d Septic System Construction Field test results indicate that a standard septic system and leach field (soil absorption bed) is feasible for construction on the site at the location of percolation test holes 5 through 10. However, because the septic system will service a commercial facility, Weld County requirements state the septic must be designed by an engineer. The system should be designed in accordance with applicable state and county requirements and should be located at the minimum distances from all 1 8 J • .. -.----:----, . . , . . • .;:. . . , . .. . , - _ --,.-..- - - •••• '• , . .. •II 4 4 4 ''' ilk, , , • ,,, -,,*‘..',::' MO Il „f. . - .• ,,.. •• , II . . .r. ;J. ...": Ill t ..• _,..._ - ir H 1 L.. .. • -• rit . ".; ti),? 1 .7..,:4,ift- af.,;1 ef..4:•,,,,b.,14'!:;.:t Ali 17V:::''11,. • LA, :. ,,- r \ 160' 4 4 108.5' so- o 48.5' d a Qwp D d d ° 100 a AREA L d d OpNE PIE 800 a a CM✓f1E TANK ° 5' DEEP A A' d d U 1 a L d 20' o d d 764' a �-- 58' 1 ° r 'DICK CO/CIEIE PAD ° µRERAN1Y0.C. EACHwAY d A d SLOPED TO TANK SxS wMN IN. 4• J-HOCKS• 4.0.C. y µ•ito.0 EAOI WAY 1.1.-�. ,. Imo;C /4 O 4'UC �' i' �\\U11111111111 soil�� ii€a"l�� IT: PEA CRAWL �...�"011) RF"i''"�. p•1r ac — r mow a It ABOW ��• Q •° •••, fj.�� EACH NAY Ti II: %OWED PPE BPS 44 •.,Q' 1O It LINER • ,/e7. If "•u 4vPvc t=.n=0=11..0 �m PIPE : 24995 DETAIL A — A' '.FJ; „. . \461%.. NTS 4/6t KC t‘..‘ } ///070,00011100 Off Loading ( OFF LOADING AREA ENVIRO - CYCLE, LLC r LASALLE INJECTION SITE DATE: 9/3/99 SCALE: Total Engineering Service, Inc. 1 �• © © NNNNN=NONSA�N STREET NNNNN PRa. No: 99-168 50 EVANS, COLORADO 80620 DRAWN BY: T.M.C. SHEET 1 L. (970) 339-5215 CHECKED BY: T.M.C. OF 1 970 522 6486 Aug-26-99 12 : 49P Cervi Ranch/Omni West 970 522-6486 P . 01 AUG-26-99 THU 11 :4( WLUKRUU LINING INI. tNA NU. JUJOYIoIou rpVc PVC SPECIFICATIONS SHEET ' Typical Property Test Method 10 mil 20 mil 30 mil 50 mil ' 60 mil Gauge(nominal) 10 20 30 50 60 Thickness ASTM D1593 9.5 19 28.5 I 48 58 Specific Gravity ASTM D792 1.2 1.2 1.2 Ir 1.2 1.2 Tensile Properties I ASTM D852 fit,R ` Break Strength , Method A(MD&TD) 25 48 73 121 145 Elongation at Break _ Method A(MO& TD) 350 350 350 �' I 425 450 Modulus at 100% Method A(MD&TD) 11 23 _34 50 60 Tear Resistance, lbs./in. ASTM D1004, Die C 3.2 6.5 8.5 13 15 Low Temp pass ASTM D1790 -23°C -26°C -29°C C -29°C -29°C Dimensional Stability ASTM D1204(MD&TD) 4 4 3 1 sjcii 3 3 Water Extraction ASTM D3083 0.15 0.15 0.15 •' `f 0.2 0.2 Volatile Loss ASTM D1203(A) 1.5 0.9 0.7 _0 ':'. 0S 1 D.5 Resistance to Soil Burial ASTM D3083 k; Breaking Factor 5% 5% 5% 5° "I 5% 5% Elongation at Break 20% 20% 20% 2o. 20% 20% 100% Modulus 1 20% 20% 20% 2' 20% 20% Water Vapor Transmission j ASTM D814, max —5.0 X 10'9 0' 'ec— Hydrostatic 1 ....', 1 Resistance, Ibs.lin2 ASTM 0751 (A) 42 68 _ 100 I 1 ; 150 180 Minimum Specifications for Facto Fabricated Seams: 44r Peel Strength, Ibs/in. 10 12.5 15 I 15 15 - Shear Strength, lbs./in. 20 38.4 58.4 I ,`• 96 116 4 01\rhis ...•::'-.. C$ rado Linigg 1062 Singing Hills Road • Parker, Colorado 80138 (303) 841-2022 • (800) 524.8672 • FAX (303) 841-5780 � fit' '•� yy hYw'`" ` '�a lit " `y a'. 444r .4,444 L—.•1k ter.`i''' x • ailli :Ilk.' 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' - ' '•tnir, ' • '''•r i . f.', i : • '' 1,1 . ••,friiiiroir I , , it)iii, 1 ..,fir 1. e, TIT .t.,hi-1 ‘ if .1 11"1:t. :Fa, • it. r ,i: i !Au , 11:' '..z .• / S , yii, r 4 40% a / , 7 , • r I.* Orr i . , . , .. .. . . . , A ' \ . ., • , . . / d i k . _ .. • '44 , -0, •-, i, 9, J., 're• . ye , f %; 0 .0- f, • ',4 ' d 4, ,,.... ,..t. • • i .i. , ( ...• IV ii\ DUN-f AIN VIEW WEWELDING Quote Number: alleQuote Date: t '. s , 1 -` - 504 Mt View Ave Page: Longmont, CO 80501 303-776-7S45 Fax 303-776-4315 Ship To: ;'-TTPT: 0' Ili LAJTIL Quoted to:CASH LIT IL i 'L R 303 5q /-- l 6 3y Ro43/ Customer ID Good Thru Payment Terms Sales Rep L ] , , :. - - - - L�• sF00 Quantity I r Extension ceantit Item Description i nit Price ,IT _ . -i. .. -,,i ,1 r_- I ._ I II_ t I. Ili- I 4 1 ' I 7, r . ydrt 1 yf&i��11' �L/� ci .7 c? 1 y � „. I iiedeAt. /07..3, 1 47/ 0° i 1 1 1 1 Subtotal , " , Sales Tax '1 I: _ . -1 ,1 Total 1 . 4 1'tC 5. . Nov-01 -99 08:37A Cervi Ranch/Omni West 970 522-6486 P .03 3 State of Colorado F.,447 `°"""""`r ., Oil and Gas Conservation Commission .g gj • 1120 Lincoln Scut.Stine 801,Denver.Colorado 80203: 13031894-2100 Fa:8942109 PERFORMANCE BOND BOND NO: 929 118 154 . This bond is a perpetual . instrument which shall remain in force and effect until all obligations have been met and the bond is released by the Colorado Oil and Gas Conservation Commission. OtiCC Open.Na: FATS No: KNOW ALL PERSONS BY THESE PRESENTS,That we, ENVIROCYCLE LLC of the County of Logan in the State of Colorado as principals, and CONTINENTAL CASUALTY COMPANY as surety.authorized to do business in the State of Colorado, are hek hereby and firmly bound unto the State of Colorado.In the penal sum of($ 50.000.00* j, Fifty Thousand and no/100- Dollars,lawful money of the United States.for the faithful payment of which we hereby bind ourselves, our heirs,executors, administrators and assigns. The condition of this obligation Is that whereas the above bounden principals propose the following oil and gas operation on lands situated in the State of Colorado. Type of Bond Coverage Location Complete for IndMdual Ronde Li Plugging — Blanket wellg raende� 8 32-1 _ ra in Surface Individual Owner of lands s4 n off eoe Ind-heetrneet noddy is located: ❑ Plugging 1 well Seismic ❑ Surface for 1 well Ot'QV,See,Twy,ring.Meridian: ❑Irrigated MQ Not SP(' 32 - T4N - R65 6rh P.M. 11 £&P Waste Fealty ❑Non-irrigated Downstream Gas J Excess Inactive Wells Weld L� Felonies county NOW,THEREFORE, If the above bounden principals shall comply with all Of the provisions of the laws of the Slate of Colorado and the rules, regulations and requirements of the Oland Gas Conservation Commission of the State of Colorado,with reference to property plugging of sad well or wells;with reference to land damages and the restoration of the land,as nearly as possible,to its condition at the beginning of the lease;with reference to seismic operations the proper surface restoration and plugging of any shot holes,then this obligation is void;otherwise,the same shall be and remain in full farce and effect Witless our hands,this 15th day of October , 1999 . • Principal: E7VIROCYCLE LLC •iSigned: �(C Address: P. 0. Box 169 \� i Name Printed: 4hiiii 0cYCIC, ti-c- Nike Co-vi City: Srer' in; - State: CO , Zip: 80751 Phone: Witness our hands,this 15thday,ef Octo r 1999 Surely CYkNTTNFNmAL CASUALTY CQMPANY Signed: ,Suc.a. ,- ) a , G y Address: P. 0_ Roe 17369 (- f`\_. Name Printed: Susan M. Perry, c:ttv—in-Fact City: ror.ney a-4s16 titer Zip: 80717 Phone: npprwea: Bono Release Director,Oil and Gas Conservation Commission Approved: Director.0e and Gas Conservation Commission Deted; Release Date: Noy-01-99 OB_38A Cervi Ranch/Omni West 970 522-6486 P .04 • POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That CONTINENTAL CASUALTY COMPANY,an Illinois corporation,NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,a Connecticut corporation.AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA,a Pennsylvania corporation(herein collectively called'the CCC Surety Companies"),are duly organized and existing corporations having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make,constitute and appoint D.T.Johnson,Susan M. Perry,Larry Richaroson Mary Ann Gray, Christian B. Downey, Madeleine T. Hall, Individually of Englewood,Colorado their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign.seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- and t0 bind them thereby as fully and to the same extent as If such Instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney,pursuant to the authorty hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Laws and Resolutions, printed on the reverse hereof,duty adopted, as indicated,by the Boards of Directors of the corporations. In Witness Whereof,the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 15th day of September , 1999 . O'UsWrr �a CONTINENTAL CASUALTY COMPANY (J) NATIONAL FIRE INSURANCE COMPANY OF HARTFORD C AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA £� wr••"+n •, • Marvin J.Cashion Group Vice President State of Illinois,County of Cook,ss: On this 15th day of September , 1999 ,before me personally came Marvin J. Cashion,to me known,who, being by me duly sworn,did depose and say: that he resides in the City of Chicago,State of Illinois, that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY,NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument;that he knows the seals of said corporations;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority and acknowledges same to be the act and deed of said corporations. i *OFFICIAL SEAL' • • t Com b a ypw 9//t Matta Pula en of Maio j CutX� ••••••••••e•••N••nee e•• My Commission Expires September 17, 2001 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis,Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 15th day of October 1999- to CONTINENTAL CASUALTY COMPANY Atl- t, iR , /11iwa' NATIONAL FIRE INSURANCE COMPANY OF HARTFORD V'' • AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA J SEAL;Y 1102 lee/ • fie C-412la Mary A. Ribikawskis Assistant Secretary (Rev.10i'1/97) tgliVEST July 1999 �5 I`' L ` ENVIRO-CYCLE LLC -7 0" f `n�CL Td P OBOX117 J I�'OQ LA SALLE, CO 80645 rr 1 T..l�' t � Dear Customer: U S WEST® is pleased to acknowledge your July 7, 1999, request for service. Your request has been assigned order number N23801854. We are committed to providing your service on the date you requested. However, in the event installation of your basic telephone service is delayed by U S WEST for 30 days or more you may qualify for bill credits and/or service alternatives. If you have any questions, don't hesitate to call us at 1-800-603-6000. U S WEST® 0 Prinled on Recycled Paper RG,29-0102 (11-95) LETTER OF INTENT The Federal Communications Commission (FCC)provides guidelines for telephone serving arrangements. This letter serves as documentation of the intended building use, and of the service configuration to be provided by U S WEST Communications. Serving CO NNX• Date: Building Owner or Designea Building Address: (Postal Address) City: County: State: Zip: Planned Use: Please check appropriate designation. Multi-Tenant/Unit Single Tenant/Unit (Options 1,2,3 or 4) (Options 1 or 4) The Premises Owner or Designee must select one of the serving arrangements described below. 1. U S WEST Communications facilities will terminate at one mutually agreed upon location upon entry into or on the building, normally at the lowest common serving point. The building owner and/or tenants will provide, manage and maintain building cable and wire placed beyond the Demarcation Point Location. 2. U S WEST Communications will terminate facilities at common locations as determined by the company and mutually agreed upon by the building owner or designee throughout the building (terminal rooms, utility closets, etc). U S WEST Communications will provide, manage and maintain the building cable and registration jacks that denote the Demarcation Points. The Demarcation Points will be accessible to to end-users at these locations(Option 2 is not an option for single tenant buildings.) 3. U S WEST Communications will terminate facilities at locations determined by the company at one mutually agreed upon location within the individually occupied units,within 12" or a similarly reasonable distance of cable/wire entry. U S WEST will provide, manage and maintain the building cable, network terminating wire and registration jacks that denote the Demarcation Point. (Option 3 is not an option for single tenant buildings.) 4. U S WEST Communications will terminate facilities at one mutually agreed upon location on the property. The building owner and/or tenants will provide, manage and maintain building wire and cable placed beyond the Demarcation Point Location. It is the responsibility of the Premises Owner to provide and maintain adequate space and supporting structures for telephone cable/wire within the building or on private property,as stated in the state and local tariffs. I understand that I have the right to change options, upon my request. All work charges associated with option changes will be the responsibility of the Premises Owner. This is to certify that the person signing below is the campus or building developer,owner, or their designee and this document accurately reflects the intended use of this building at the time and will be relied upon by USWC In Its provisioning and any regulatory or legal proceedings related to this property. Signature. Printed Name: Circle One: • Building/Property Owner 'Designee (Please Designate) Company: ;, Tel Number: (1 ;u ) Address: . . - USWC Engineer: .. . . • '� 7�1/>� f,/ ✓:x�'/r..� Engineer District: Tel Number: ( -, " ' ) - COPIES: OSP ENGINEERING DISTRICT PREMISES OWNER (White-Yellow) (Pink) PETITION FOR INCLUSION STATE OF COLORADO ) )ss COUNTY OF WELD CENTRAL WELD COUNTY WATER DISTRICT TO: THE BOARD OF DIRECTORS OF THE CENTRAL WELD COUNTY WATER DISTRICT I/we, being all of the owners of the below described real property, which property is capable of being served with the facilities of the aforesaid District hereby petition the Board of Directors of said Central Weld County Water District to include the below described real property within the boundaries of said District. Assent to the inclusion of such property is hereby given by the below signers,which signers constitute all of the fee owners of said below described property. Lot B of Recorded Exemption No. 1055-31-2-RE2367, recorded May 7, 1999 as Reception No. 2692540, being a part of the N %z of Section 32, Township 4 North, Range 65 West of the 6th P.M., Weld County, Colorado. agsi �� Dated this day of � 199 Envirocycle, LLC BY: Authorized Representative--- STATE OF COLORADO ) )ss COUNTY OF cx ) -tTt. The foregoing Petition was acknowledged before me this ,/ 7 day of a - 19 g q , by (112. ./a� Y, ' _ Witness my hand and official seal, 2Ze9s Qtanli Notary Public tY My commission expires: /7// 7 /C 3 S_ENO WHITE P PINY COPIES INTACT. WHITE COPY WILL RE RETURNED WITH REPLYre . PRINTED WITH SOY INK TO FROM ENVIROCYCLE, LLC CENTRAL WELD COUNTY WATER DISTRICT 2235 2nd Avenue P.O. BOX 117 GREELEY, CO 80631 970-352-1284 LASALLE, CO 80645 Fax 970-353-5865 SUBJECT DATE TAP FEE AGREEMENT SEPTEMBER 24, 1999 MESSAGE: ENCLOSED IS YOUR COPY OF THE FULLY EXECUTED TAP FEE AGREEMENT. PLEASE ADVISE IF THERE ARE ANY QUESTIONS. I �/n/ �ATOR-Do NO? WRITE BELOW THIS LINE REPLY TO �� STONED - W K/, / t REPLY / (��L/\A!N/ DM T- _ SIGNEE SLNC FARTS 1 ANC S INTACT-PART I WILL BE RETURNED WITH NEPL♦ RMCC-84P- PRINTED IN U.S.A.,. RETURN TO ORIGINATOF • US WEST COMMUNICATIONS RG 29-0160 STRUCTURAL SPECIFICATIONS (8-94) CONDUIT A. Entrance Conduit No.of Conduits j_Size_Z rt_Type Li B. Distribution Conduits No.of Conduits Size Type All conduits are to be equipped with minimum 1/4"polypropylene pull line. D. All conduit bends are to be steel sweeps or no less than PVC Schedule-80 fully encased. Long radius sweeps are to be used in main trench sections. Standard radius sweeps may be used at closure locations. All conduit runs are designed on the basis that each separate run will have no more than two(2)90°bends without the insertion of an appropriately sized pull box. F. Use only rigid,water-tight conduit in floor slabs. G. No exposed cable runs which exceed 50 feet will be permitted inside of any building without the use of fitted metallic conduit, in accordance with the National Electric Code, B.G.70-798 Section 800-50,Exception No. 3. All conduits will be PVC Schedule-40 or better unless specified otherwise. If steel or iron pipe is used between the building and the property line,the pipe must be kept free from contact with any reinforcing steel or other conductors within the building foundation wall. 0 Conduit(s)will be furnished, installed and maintained by the Premises Owner and reserved for the exclusive use of U $WEST Communications. Conduit(s)placed in the same trench with power supply conductors/conduits must be separated by a minimum of of 12"of compacted soil or 3"of slurry encasement and have a minimum depth of cover of not less than 24"➢n private property and 36"of cover at the property line. K. Conduits,labs.water/gas pipe,flex conduit cr plumbing fittings shall not be deemed acceptable for use by U S WEST Communications. L. Conduit(s)terminating at a utility pole must be attached to the pole and extend to a minimum height of 12" AFG M. Weather heads are to be placed at a height of 20 feet AFG and must maintain a minimum clearance of 12"from any foreign power supply source. 2. BACKBOARD: A. No.of backboards required: -- B. Size: Width -- x '!� L x 3/4"thickness. C. Backboards shall be painted with fire-retarding paint. D. Conduit(s)shall be terminated 2.' feet above the floor and/or- feet below the ceiling at backboard location.3. GROUNDING; Premises Owner/Developer to provide a#6 AWG solid core copper ground wire from the U S WEST backboards and connected back to the power company's multi-neutral ground source. 4. TELEPHONE SERVICE CABINETS; A. NEMA-3R rated and equipped with full-sized hinged cover with adequate weather resistant gasket ring. B. Inside rear panel must be equipped with 3/4"plywood backboard. C. Cabinet to be mounted and centered at a height of 52" AFG. D. Maintain a minimum of 12"radial clearance from any foreign power supply source/equipment. E. Maintain a minimum of 36'of clear space to the front of cabinet for sate worker access, in accordance with the National Electric Code, B.G.70-27, Section 110-34,Table 110-34(a) 5. SPLICE VAULTS/MAINTENANCE HOLES: A. All splice vaults&maintenance holes are to be equipped with ladders and cable racking materials,as may be appropriate for specified size and intended usage B. See print for locations(s)and attachment_ for size and specifications. lit NOTICE V 1. Any items that deviate from these specifications must be cleared with the U S WEST Communications Engineer prior to the change being made in the field by the Premises Owner/Developer. 2. Construction work on telephone supporting structure must be completed&inspected 30-days prior to the date that permanent telephone service will be required.Should Premises Owner/Developer fail to meet this time frame, U S WEST Communications shall not be obligated to meet the tentative in-service date and shall be allowed the full 30-day period within which to schedule and complete all of its work that may be associated with this project,commencing at the point in time that the Premises Owner/Developer has met the requisite structural inspection 3 FOR INITIAL/FINAL INSPECTION CALL(57O)3S0"-2 9' #"AT LEAST 48-HOURS IN ADVANCE. 4 All inside wiring must meet U S WEST Communications'minimum standard of 4-pair(8-conductor)#24 AWG color-coded twisted pair copper wire and each must be identified by unit#at the telephone backboard/terminal cabinet location. 5. U S WEST Communications will require a minimum notification period of 30-days prior to wall insulation in order to schedule/ complete placement of Network Termination Wiring and SNI devices in Option-3 multi-family projects. 6 in accordance with U S WEST Communications'applicable Tariff Schedules,the Premises Owner/Developer is required to provide the appropriate path and/or supporting structure for use by U S WEST Communications in the placement of Network Termination Wiring,as described in items 4&5,above.The appropriate path/supporting structure may consist of,but is not limited to,conduit(s)or pre-drilled wall studs&floor/ceiling joists. 7 Should Premises Owner/Developer fail to meet the appropriate notification schedule as stated in item 5,above, U S WEST Communicatio s shall .t be obligated to meet the requirements until such time as Premises Owner/Developer has met the the req. ite •- • struct requirements. -- -- DATE Cj RECEIVED B CO SERVICEc COMPANY OFFCOL ORADO" Greeley Operations 1500 6th Avenue Greeley,Colorado 80631 ooO Telephone 970.395.1240 v 1 / Facsimile 97O.I95.1224 Name: { �p^+) u .�s � �/ Address: ".�o/ 6, _l4c Gree'4 CO $O(o3/ 1 �r Q sot( 'V / Project:(( ' G/< Gear: Qpaf, in response to your request for electric service_ to the above project, Public Service is submitting the enclosed re=(r, for your approval. Please review the design for conflicts with your existing and future facilities. This design is based upon orovidinc )7/44 O 3' electric service. Contingent on the work being done durtno cur normal working hours, obtaining "right-of-way" at no cost, ant there being -c frost in. the ground during installation, your cost cs AVoc3 . -f you approve of this design and agree to make full payment within 30 days from the start of PSCO construction, please sign below as well as a copy of the enclosed drawing and return�them to me. Upon -ene::t of your approval, - jyon release this project to construction. Our lead time is about j}wee,. Please contact me at (970) 395-1207 if you have any questions. • SSiiinnce�relly, Tezery E. Stencel Public Service 1500 6`n Ave Greeley, CO 8O631 I have reviewed and approve of the enclosed '^n. Full payment will be made within 30 s from the start of PSC construction. Signature: [ke ^--ti.� Dat=_:J U�� En -9 9 Print Name: /" ( J' Ce_1 if • g ENVIRO CYCYY ' .... W..__....M. ....... 1113 I '°-r, qg LG Oq_99 I _PO BOX 169 ( STERLING,CO 80751 970-522-547D 23-7nO20 i. 9 D TO THE PAY /(nl J�/J,, �p ,(�/�l`y�1 /11 Y �.ORDER OF Ur" /W" �'-a�� f�M AT Z �^ I�OV /t'�i �f it rO� a� �, � C/ �/ ' - y EININ .n:v,ew Colorado,NA —� DOLLARS Du:ea.w j�. 1 2 11 a&ees (91W 022.,]9n %RS Sleep. co;wad.eO]5) FO n0OLIL311• ': LO20000761: 46180067250 NV IRS-`_`F'CLE LLC. PGA Box 117, LaSalle, Colorado 80645 August. 2.'J, 199Y M_ Julie Chester Lead Planner Department of Planning Services Weld County 1565 to. 1'7t.h Ave Greeley, Colorado 80631 RE: Request for Extension of time on submittal of site master drawing on the Geraldine #1 Disposal well Facility, Enviro-Cycle LLC. Dear Julie, would formally request an extension of up to 30 days in which a final drawing of the surface facilities at. the subject site as per our phone conversation on August 25th 1999. At present Mr. Tom Cope of Total Engineering is designing a Storm Water drainage and sewer septic. system plan. He will also be completing the site master drawing. Thank you for visiting the site on Friday with Trevor Jircele of Weld County Health, As you can see we are working closely with Weld County and the Colorado Oil and Gas Commission keeping everyone current on the site progress. At the building site in a meeting on August 26th with Weld County health and the Colorado Oil and Gas Commission it was; determined That. a 40 mil polyliner would need to be installed under the French drain and cement pit. There will also be a 4" PVC perferrated pipe monitoring well . We are close to finishing the unloading pad and the retaining walls.. Currently the site has been built as the revised site plan drawing was. accepted on June 26th. However there are some revisions that we would like to make to the site plans. They are as follows: 1 . To eliminate the Solids control pad on the east side of the oil tank pad. It has been determined that the Solids control equipment, consisting of 2 tanks, of approximate size being 10' x 40' x 6 ' high, could he located on the unloading pad along the south retaining wall . The unloading pad was designed to be used by 4 trucks at a time. It. has been determined that room is needed only for 2. trucks to unload at a time and we could better use this area on the unloading pad in this manner . 2. To relocate the office and pumphouse on the east side of the tank battery where the solids control pad was originally. We are requesting that one building of approximate size being 40' x 60' would oe built for both purposes. To relocate the three 12' x 25' tanks for KCL on the unloading pac along the North retaining wall at the west. end , At. a future date we will finish building the KCL plant as drawn on the original plan. When a decision as reacnec on the relocation of the oilice/pumphouse building and it.' s ioc.ation. We will submit the engineers drawing needed to obtain a building permit. The road improvement agreement was, signed and excepted by Weld County Public works. The Asphalt paving was finished August 27th, /999. have met with the State of Colorado Department of Health, Air Pollution Control Division for the Air Emissions Permit. A Emissions Permit application is. in process, The equipment already has a permit in place and all that is needed is an application modification to the current permit , We are sending a copy of this letter to Robin Reade with Colorado Oil and Gas. _.ommision as these changes. will also require thier approval . Thank you for your time and effort in helping us complete our project. F Daniel Enviro-cycle LLC PC: Mr. Mike Cervi Ms, Robin Reade • (lee ‘1*-1.1% DEPARTMENT OF PLANNING SERVICES PHONE (970) 353-6100, EXT.3540 ' FAX (970) 304-6498 C. WELD COUNTY1555 N. 17TH AVENUE GREE EY, COLORADO 8 631 COLORADO August 30, 1999 Jim Daniels, Enviro-cycle Subject: Changes to USR-1198 Dear Mr. Daniels: Thank you for your letter, received on August 30, 1999 regarding the Enviro-cycle site. The letter proposes the following changes: 1. A temporary location of the KCL tanks, with the permanent location remaining in the same location 2. The change of location for the office/pump house The Department of Planning Services staff does not consider these changes to be substantial changes to the original application. Any future changes, however, may constitute a substantial change and may require an amendment to the Site Specific Development Plan and Special Review Permit. You are also requesting a thirty day extension to record the plat for USR-1198. This extension will be granted, since a good faith effort has been made in meeting the conditions of approval for your permit. If you have any further questions or comments, please feel free to contact me at the above address or telephone number. Sincerely, Nei Li/- Julie A. Chester Lead Planner pc: USR-1198 Trevor Jiricek, Weld County Department of Public Health and Environment COGCC Fax:303-894-2109 Sep 3 1999 9:42 F. 02 DEPARTMENT OF NATURAL RESOURCES STATE DOFO Bill Owens, Governor COLORA / 1120 Lincoln St.. Suite 801 Denver, CO 80203 "p- OI & / Phone: (303)894.2100 r^� J, ` � r/ , �N�(l�(�.fi� , FAX (303)894-2108 GAS (- /�/-\lJ J 4100"\a - — www.dnr.state.CO.US/oil•g35 CONSERVATION COMMISSION T V Vt/ 0, 9/1/99 Mr. Jim Daniels Envirocycle LLC Fax 303-857-1406 RE: Approval of modifications to facility design Envirocycle Disposal Facility NWNW S. 32, T4N, R65W, Weld County Dear Mr. Daniels: I inspected the facility construction on Thursday, August 26, 1999. I met with you, Mr. Mike Servi and Trevor Jiricek of Weld County Health Dept. We reviewed a copy of the geotechnical report you had just received and had onsite. We discussed my concerns about the potential for migration of leaked fluids through the substrate as indicated by the geotechnical report. As a result, we agreed on a modification to the trench by adding a synthetic liner material below it. In addition, we discussed and agreed upon other facility modifications you wish to make, which are to move the solids handling tanks and equipment and the KCI tanks onto the existing parking pad area, and to move the office next to the pad at the southeast corner. I asked that you document these modificiations with text and diagrams, and submit those to the COGCC and Weld County Planning and Weld County Health Dept. Those modifications are attached. You are providing a copy of the geotechnical report, and the modified site diagram with modified details. Contact me at x112 for further information as needed. Sincerely, Robin L. Reads Environmental Protection Specialist cc: Debbie Baldwin Dave Dillon CTO.ir CC =illey c:\rtr\permirS\eiey Y.dd'c"` 09/01/1999 DEPARTMENT OF NATURAL RESOURCES: Gnat;E.Walther.Executive Dream( COGCC COMMISSION. Allen Heinle-Bruce Johnson+akhael KIWI•Abe Pdlups•Clevda Rebnt•Daniel Sk,abacz•slopban Sonnenberg 0000C STAFF. Rlchara T.Grinding,Director•Brian J.Macke.Neely Director•Morns Bell,Operations Manager Pair ,a C.Beaver,Hearings Manager•reomee J.Kerr,manager or Inlormatron SMems ENVIRO-CYCLE LLC. PO Box 117, LaSalle, Colorado t10645 August. 29, 1999 Ms. Robin Reade Colorado Oil & Gas Conservation Commission 1120 Lincoln Street, Suite 801 Uenver, CO 80203 RE: Geraldine *1 Disposal facillity Revisions Dear Robin, Thank you for visiting our disposal site on August. 26, 1990. It helped to clear up several pending issues. Enclosed you will find a letter written to the Weld County Department of planning services. We are requesting revisions to be made in our final site master drawing to be submitted for approval . Some of these changes may also need to be reviewed by you. am meeting with Julie Chester on Monday August. 30, 1999 and discussing the design revisions. After this meeting I will call you with information you will need. nc:e� (I/ ant Jim Daniel Enviro-Cycle PC: Mike Cervi QieCHEMICAL APPLICATIONS & ENGINEERING, INC. CAE P.O. Box 1335, Lyons, CO 80540 Jun ;1 py Ms. Julie Chester Lead Planner Department of Planning Services Weld County 1565 N. 17th Ave. Greeley, CO 80631 Re: Request for Early Release Specific Building Permits Subject: Special Review Pennit # 1198 Enviro-Cycle, LLC Dear Julie, As per our discussion on Friday of last week, I am formally requesting that your office present our request to the Board of Commissioners for an early release of building permits to accomplish, specifically and only, the following work at the site, towit; 1) Contouring of the site to conform to the proposed storm water drainage plan and leveling of certain areas of the site for concrete construction. 2) Construction of all concrete pads, tank pedestals, and other related concrete structures specified in the USR plans (no building structures or foundations). At present, we are in the process of completing all of the conditions for a recording of the final plan - conditions that must be accomplished prior to recording of the plat. The status of those pre-recording conditions as listed on page 3 of the Board Resolution document are as follows; A) Air Emissions Permit - we do not believe that any permits are required for the facility but • are checking with the Colorado Department of Public Health and Environment for confirmation. B) Road Improvement Agreement - Mr. Melvin Dinner is arranging for the principals of Enviro-Cycle, LLC to sign the agreement with county Public Works.. C) Storm Water Drainage Plan - Pickett Engineering has been engaged to design a storm water drainage plan for the site but has predicted delays of up to 30 days in development of the plan due to work loads. Office: 303/823-9091 Mobile: 303/548-7085 Fax: 303/823-9091 Serving Industry with Environmental Solutions Since 1982 Ms. Julie Chester June 14, 1999 Page Two D) Special Review Activity Restrictions - subject of this request for early release of specific building permits for dirt work and concrete construction. E) Plat Amendments - all conditions cited in this section have been reflected in a revision of the final plat which is currently being prepared for final submittal. I understand that you will be on vacation during the next period when the Board of Commissioners meets and that Monica will present our request. I will plan on being at that board hearing in case I need to answer any questions posed by the board or board staff. Thank you so much for your valuable guidance in this matter. Yours Truly, L.C. "CI'�'�,,oberts. ASCE Project nemeer PC: Mr. Mike Cervi Mr. Jim Daniels Mr. Melvin Dinner DEPARTMENT OF LABOR AND EMPLOYMENT a , Oil Inspection Section rk`" \1 I Tower 3.Suite 610 • I� ic.v), I S I J Arapahoe Street FIE �irsciE �ZI7P(/ Denver CO 802_02 21 17 �"'e� (303)620-4300.Fax(303)620-4303 � $EP 141999�1 . LPG INSTALLATION APPLICATION FOR: IMBP6CLIQN SECTION Motor Fuel Use OLP NO. 2 6 - OQ Filling Containers I :C. Bulk Storage, over 2,000 gallons Peek Shaving (standby) Unit Number and size of tanks / - 3D)000 P C APPLICANT f ed(}Ti(ve rel.er ) C.C. C.. 0 / Operator 5417) of Street pi BX 112 Street / 905'5/ Wee VO City/Zip I ASnCL I Co City/Zip SO (o YS Phone No. ((k) g s r -6?7 V Phone No. (Po) 35' - 0 s'7/ Legal Description of Site: // (,J V/ sec --, T y v' e 6 5- cd n Zoned: /9 Site Commonly Known as: 67/14/.+=ecC / C ier J�/L s pUs4( ii r / 90 9'y (ice jV Tank Built by: Oil6R o k ere 5/c'd C lh/ ASME Code:0 - 0 Sr3 Installation Contractor: ,5 LPL r Address: 6407 er Construction to start(date) 9-/' 9 9 Est Completion (date) /0"/ - 9/ Plot Plan Sketch showing lot dimensions, distances to buildings, roads, railroads, property lines, overhead electrical lines other flammable liquid storage, containment dikes, etc. is to be completed and attached 's appl. /; /� Signature of Applicant: O ///��L t L L C- CONDITION OF AP' ' OVAL APPLICATION APPROVED: "Approved on condition that the construction of DATE: ?VS- 99 ttanks and ofittings N is in full Protection with the c standards of the National Fire Protection Assoc BY: f ....46/41.4,4,......- iation, code 58 for the storage and handling of Liquefied Petroleum gases. NULL AND VOID AFTER 60 DAYS BILL OWENS DEPARTMENT OF LABOR AND EMPLOYMENT Governor oe-co W ��_� "+� Oil Inspection Section VICKIE L.ARMSTRONG � "'' Executive Director l+ + Tower 3, Suite 610 "� "' 1515 Arapahoe Street JEFFREY M.WELLS �eje Denver CO 80202-2117 Deputy Executive 1303) 620-4310; Fax(3031 620-4028 Director RICHARD 0. PIPER State Inspector of Oils September 15, 1999 Envirocycle, LLC P.O. Box 117 LaSalle, Co 80645 Gentlemen: The attached LPG Installation Application and drawing for Envirocycle Disposal, 19094 Weld County Road 40, LaSalle, has been approved so that the installation can be started. A copy of the application is forwarded to Colorado State Oil Inspector, Scott Simmons, who will inspect the facility upon completion of construction to assure compliance with NFPA 58. Contact Inspector Simmons at (303) 686-1081 to arrange for inspection. Sincerely, inset-04-1 Woodrow Stephens Oil Inspector Supervisor Copy to: Scott Simmons File Weld County Building Inspection Department 1555 North 17th Avenue, Greeley, CO 80631 (970) 353-6100, Ext. 3540 Fax: (970) 304-6498 Permit # : BC-9900921 Status: ISSUED Permit Type: Building Combo Permit Applied: 10/05/1999 Issued: 10/14/1999 Job Address: 19094 WCR 40 WEL Expires: 04/11/2000 Job Location: 19094 WCR 40 Job Descr: 900 SF PUMP HOUSE W/CEMENT SLAB FLOOR - FOR PUMPS 0cc. Class: F-1 Construction Type: VN Zone Dist: AGRICULTURAL Parcel No: 1055 32 Legal Desc: 1997 UBC Valuation: 13,338.00 APPLICANT ENVIRO-CYCLE Phone: 970-396-0871 P.O. BOX 117, LASALLE, CO 80645 OWNER ENVIRO-CYCLE Phone: 970-396-0871 P.O. BOX 117, LASALLE, CO 80645 Minimum Required Zoning Setbacks: N - 50 5 - 5 E - 5 W - 60 Fee Summary Total Calculated Fee: 306.25 Additional Fees .00 Total Permit Fee • 306.25 Total Payments 306.25 Balance Due • .00 NOTICE The applicant, agents and employees shall comply with all the rules, restrictions and requirements of Weld County Zoning and Building Code Ordinances governing location, construction, demolition and erection of the above proposed work for which this permit is granted. The Building Official is authorized to order the immediate cessation of work at any time a violation of the adopted codes appears to have occurred. Violations of any codes or regulations may result in the revocation of this permit. Buildings must conform with the plans as submitted to the Building Inspection Department. Any changes to the plans or lay-out must be approved prior to construction. Any changes in the use or occupancy of the building must be approved. It shall be the duty of the property owner or the person doing the work authorized by this permit to notify the Weld County Building Inspection Department that such work is ready for inspection. This permit shall expire by limitation and become null and void if the building or work authorized by this permit is not commenced within 180 days from the date this permit is issued, or if the building or work authorized by this permit is suspended or abandoned at any time after the work is comnenced for a period of 180 days. Before such work can recommence a new permit shall be required and the charge shall be 1/2 the fee under the current Weld County Building Inspection Fee Schedule provided that such suspension or abandonment has not exceeded five (5) years. When suspension or abandonment has exceeded five (5) years, the permittee shall pay the full permit fee under the current fee schedule. weld County is not liable for workmanship. Permits are not transferable. PERMITS Id: ACTP124 Keyword: aACTM User: LDODGE 10/20/99 Activity Full Description Maintenance Building Combo Permit Permit No: BC-9900921 Applicant: ENVIRO-CYCLE Status: ISSUED Address: 19094 WCR 40 WEL Full Work Description Description: Page No: 1 900 SF PUMP HOUSE W/CEMENT SLAB FLOOR - FOR PUMPS TO SIT ON - WILL HAVE WALK OUT DOOR AND A ROLL DOOR. ELECTRIC INCLUDED. 10/20/99 - AMEND PERMIT TO INCLUDE INSTALLATION OF FLOOR DRAIN FROM PUMP HOUSE TO PIT USING 3" OR 4" PVC ABOUT 35' - TO WASH DOWN FLOOR IN PUMP HOUSE (NO ADDITIONAL FEES REQUIRED - LIN) F2=Next Page, F3=1ST Page, F4=Prev Page, F7=Update, ESC=Exit Desc Maint CONDITIONS Permit #BC-9900921 as of 10/14/99 Status: ISSUED •************************************************************************** Permit Type: Building Combo Permit Applied: 10/05/1999 Applicant: ENVIRO-CYCLE Issued: 10/14/1999 970-396-0871 To Expire: 04/11/2000 Jnb Address: 19094 WCR 40 WEL ocation: 19094 WCR 40 Parcel No: 1055 32 Description: 900 SF PUMP HOUSE W/CEMENT SLAB FLOOR - FOR PUMPS TO SIT ON - WILL HAVE WALK OUT DOOR AND A ROLL DOOR. ELECTRIC INCLUDED. Conditions: 1. ENGINEERED DRAWINGS AND ROOFTRUSS SPECIFICAIONS TO BE AT JOB SITE AND AVAILABLE FOR INSPECTOR'S REVIEW 2. POLES SHALL BE BURIED 1/3 THE WALL HEIGHT WITH A MINIMUM OF 30" BELOW FINISHED GRADE. 6 X 6 POLES SHALL BE SPACED 8' O.0 3. WOOD IN CONTACT WITH OR WITHIN 6" OF THE DIRT SHALL BE PRESSURE TREATED OR REDWOOD. F. FOAM INSULATION SHALL BE COVERED ON THE INTERIOR - SEE DRAWING. 5. BRACE MANUFACTURED ROOF TRUSSES TO ENGINEER DESIGN. LAYOUT ' AND ENGINEERS DESIGN SHALL BE ON JOBSITE AT FRAMING INSPECTION. 6. ENGINEERED FOUNDATION-INSTALL TO ENGINEER DESIGN. 7. CALL FOR STRUCTRUAL INSPECTION BEFORE INSTALLING SIDING. 8. NOTCH COLUMNS TO RECEIVE TRUSSES. SEE DRAWING 9. BRACE CORNERS AND WALLS IN ACCORDANCE WITH 1997 UBC SECTION 2320.11 10. ALL CONSTRUCTIN SHALL MEET THE REQUIREMENTS OF THE "1999 NATIONAL ELECTRICAL CODE," "1997 UNIFORM BUILDING CODE," "1997 INTERNATIONAL PLUMBING CODE," "1998 INTERNATIONAL MECHANICAL CODE." s F r° 1. a N : 62 t o I— I,: ,Y I I LCal 111 \ 0 .-- 11 LO .r V _ 3! • L. A k4 < p .) 0'">4:,, . . , 0 Ilk it ru• p ` • C '. o . Z EFT , ,,,,... h I -. h 3 -. 3- , . vo 0 >xoty • ugh .-� m , 1 W Ill fr "ilk CC <¢Op¢ LL • BUILDING INSPECTION CHECK LIST POST THE CARDBOARD PERMIT AND THE APPROVED SET OF PRINTS ON THE JOB SITE. KEEP A COPY OF THE BUILDING PERMIT AND THIS CHECKLIST BY YOUR PHONE. PLEASE CALL THE DAY BEFORE YOU NEED EACH OF THE FOLLOWING INSPECTIONS. WHEN REQUESTING EACH INSPECTION, PLEASE GIVE THE PERMIT NUMBER, PROPERTY OWNERS NAME, JOB SITE ADDRESS OR DIRECTIONS, AND THE SF 'FTC INSPECTION NEEDED AS LISTED BELOW. ��/ PERMIT NUMBER SO FOR INSPECTIONS CALL THE 24 HOUR INSPECTION REQUEST LINE -356-8016 OR 1-800-234-2534 SETBACKS PLUMBING ROUGH-IN PERMANENT METER y �/� FOOTINGS/CAISSONS/HOLES EGRESS WINDOWS LP LEAK DETECTION SYSTEM REBAR FLUES-VENTS FLOOD HAZARD CERT. PERIMETER DRAINS Vf FRAMING` w`ni DP.MPROOF I I �r ROUGH HEATING -i"V rINAL ELECTRIC 10. ELECTRICALLUMBING GROUNDWORK GROUNDWORK *SEWER SERVICE FINAL PLUMBING SEPTIC -HEALTH DEPT. INAL HEATING P 353-0635 -CONSTRUCTION METER *WATER SERVICE FINAL APPROVAL ELECTRICAL ROUGH-IN GAS TEST *NEEDS TO BE INSPECTED AND APPROVED BEFORE COVERING • EXPLANATIONS SETBACKS MINIMUM ZONING SETBACKS ARE SHOWN ON THE BUILDING PERMIT APPLICATION FORM. (SETBACKS REQUIRED BY THE BUILDING CODE MAY VARY FROM THE ZONING SETBACKS). PLEASE CHECK WITH OUR OFFICE IF YOU HAVE ANY QUESTIONS REGARDING SETBACKS. FOOTING ALL FORMS MUST BE IN PLACE; GRADE ESTABLISHED;GROUND PACKED AND LEVELED AND REBAR ON JOB SITE. NOTE: FORMS MAY BE TRENCHED IN GROUND -BOTTOM OF TRENCH MUST BE SQUARE; GRADE PACKED AND LEVELED. CALL FOR INSPECTION BEFORE POURING CONCRETE.ESTABLISHED;AND GROUND REBAR IF REQUIRED, REBAR AND SPLICES MUST BE TIED AS SHOWN ON PRINTS. CALL FOR INSPECTION BEFORE POURING CONCRETE. DOW DAMPROOF WATERPROOFED ORBELOW LBRACE WALLS OR INSTALL FLOOR TO THE ALL LIVING AREAS GROUND PRIOR OBAC EXTERIOR MUST ILLNG. CALL FOR INSPECTION BEFORE BACKFILLING AND DO NOT BACKFILL FORA MINIMUM OF 4 DAYS. • ECTION. FLUES AND VENTS ROUGH-INS P • LUMBIING DRAINS ANDV TENTS MUSNG WORK TIHAVE A WATER OR AIR TESUST HAVE A ROUGH-IN T WITNES ED AND AP ROVED.MUST BE INSPECTED. OT BE APPROVED TIL D. FRAMING AROOFING,SHINGLES, FRAMING.NIINDOWS AND EXTERIOR DOORSIABOVEINSPECTIONS MING• INSPECTIONS MUSTINSTALLED.BE NOTE: IN ORDERNOTE TO HOLD UP CONSTRUCTION (DUE TO LACK OF MATERIALS),THE FRAMING INSPECTION CAN BE MADE IF ALL EXTERIOR OPENINGS CAN BE CLOSED OFF TO MAKE STRUCTURE WEATHER TIGHT. BRACE ROOF TRUSSES TO ENGINEER DESIGN BEFORE CALL FOR FRAMING INSPECTION. CALL FOR INSPECTION BEFORE INSTALLING INSULATION OR SHEETROCK. , INALS ELECTRICAL AND PLUMBING WORK MUST HAVE A FINAL INSPECTION. FINAL BUILDING INSPECTION CANNOT BE APPROVED UNTIL THESE ABOVE INSPECTIONS HAVE BEEN COMPLETED AND APPROVED. THE STRUCTURE MUST BE COMPLETED, CLEANED, AND READY FOR OCCUPANCY. GICKUST xexxeeex*x**************xx****************x*********xxx*******xx WELD COUNTY, CO RECEIPT ***********************************x**********x***************** Receipt Number: 99002075 Amount: 306.25 10/14/99 10:23 Payment Method: CHECK Notation: CHECK # 1215 Init: PAR Permit No: BC-9900921 Type: BLDGCOMB Building Combo Permi Parcel No: 1055 32 Site Address: 19094 WCR 40 Location: 19094 WCR 40 Total Fees: 306.25 This Payment 306.25 Total ALL Pmts: 306.25 Balance: .00 •*******x********xxxx****xxxxx***************xxxx****x********** Account Code Description Amount 100025100-4222-200 Building Permits 212.25 100025100-4224-200 Electrical 44.00 100025100-4226-200 Building Plan Check 50.00 WELD COUNTY INSPECTION DEPT 1555 NORTH 17TH AVE GREELEY, CO 80631 (970) 353-6100, EXT 3540 FAX (970) 304-6498 Permit # : PR-9930286 Status: SEPTHDCO permit Type: Prefab Combo Permit Applied: 09/01/1999 Issued: Job Address: Expires: Job Location: 19094 WCR 40 Job Descr: 1999 MORGAN 14x32 MANUFACTURED HOME BLOCK & TIED 0cc. Class: B Construction Type: VN Parcel No: 1055 32 Legal Desc: APPLICANT ENVIRO-CYCLE Phone: 970-396-0871 PO BOX 117, LASALLE, CO 80645 OWNER ENVIRO-CYCLE, LLC Phone: 970-396-0871 PO BOX 117, LASALLE, CO 80645 Minimum Required Zoning Setbacks: N -50 S -5 E -5 W -60 FEE SUMMARY Total Calculated Fee: 187.00 Additional Fees .00 Total Permit Fee • 187.00 Total Payments 187.00 Balance Due . 00 NOTICE The applicant, agents and employees shall comply with all the rules, restrictions and requirements of the Weld County Zoning and Building Code Ordinances governing location, construction, and setup of the above proposed manufactured home for which this permit is granted. The Building Official is authorized to order the immediate cessation of work at any time a violation of the adopted codes or regulations appears to have occurred. Violations of any codes or regulations may result in the revocation of this permit. The manufactured home described on this permit must conform with the plans as submitted to the Weld County Building Inspection Department. Any changes of the plans or layout must be approved prior to construction. Any change in the use or occupancy of the home must be approved. It shall be the duty of the property owner or the person doing the work authorized by this permit to notify the Weld County Building Inspection Department that such work is ready for inspection. All inspections shall be completed and approved and a certificate of occupancy obtained within 180 days of the issuance of this permit. Failure to obtain a certificate of occupany within this 180 day period will be sufficient reason to consider the manufactured home described on this permit to be in violation of the Weld County Building Code Ordinance. Weld County is not Liable for workmanship. Permits are not transferable. xx+++++++++x+++++++x+++++++x++x+++++++++++x+++++++++++++++++++++++x++xx++x+ CONDITIONS Permit NPR-9930286 as of 09/21/99 Status: SEPTHDCO Permit Type: Prefab Combo Permit Applied: 09/01/1999 Applicant: ENVIRO-CYCLE Issued: 970-396-0871 To Expire: ti Address: .ocation: 19094 WCR 40 Parcel No: 1055 32 Description: 1999 MORGAN 14x32 MANUFACTURED HOME BLOCK & TIED FOR USE AS OFFICE USR-1198 - JULIE Conditions: 1. SETUP SPECIFICATIONS FROM THE MANUFACTURER SHALL BE ON THE JOB SITE. 2. OFFICE INCLUDING BATHROOMS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. PERMITS Id: ACTP135 Keyword: UACT User: SMARQUEZ 09/21/99 Activity Maintenance - Fee Summary. Permit No: PR-9930286 Applicant: ENVIRO-CYCLE Status: SEPTHDCO Location: 19094 WCR 40 Calculated Fees: 187.00 Total Fees: 187.00 Additional Fees: .00 Payments: 187.00 Total Fees: 187.00 Balance: Transaction Type 1 Pay Full Balance 2 Partial Payment 3 Pay Specific Fee(s) 4 Assess an Additional Fee 5 Display Fee Item List 6 Display Payment History 7 Display Additional Fees 8 Redistribute Overpayments 9 Reprint Receipt V Void a Payment Press 1 - 9 or V, _ESC¢Exit, _F1¢Help MOBILE HOME, MANUFACTURED HOME, AND FB UNIT INSPECTION CHECK LIST Please call the day before you need each of the following inspections, When requesting each inspection, please give the Building Permit number, property owner's name, - d e job site address or directions BUILDING PERMIT NUMBER • 91Soa 9L FOR INSPECTIONS CALL. 35 -6100, ext. 3540 (Greeley) -or- BUIL ING INSPECTION 24-HOU ' INSPECTION REQUEST LINE: 356-8016 111-800-234-2534 SETBACKS TIE DOWNS k4 VER SERVICE�G//d FOOTINGS UNDERGROUND PLUMBING it/SEPTIC & LEACH R BAR ,JNDERGROUND ELECTRIC ✓,ELECTRIC AMPROOF. /ATER SERVICE 2LUMBING BLOCKING GAS TEST SKIRTING FINAL INSPECTION EXPLANATIONS • SETBACKS: Minimum Zoning setbacks are shown on the Building Permit application form. Setbacks Required by the Building Code may vary from the Zoning setbacks. Please check with our office if you have any questions regarding required setbacks. WATER SERVICE: Call for inspection and approval before covering. Piping material shall be a minimum 160 Psi with 10 feet of copper from the mobile home installed at a minimum depth of 44 inches below finished grade. BLOCKING: Install in accordance with requirements of the Weld County Building Code Ordinance. Must be inspected prior to skirting. TIE DOWNS: Install in accordance with requirements of the Weld County Building Code Ordinance. Must be inspected prior to skirting. ELECTRICAL: Access to the inside of the home is required. Underground service must be inspected and approved prior to covering. The home shall be connected to an approved sewage disposal system before an electrical meter hook-up is approved. PLUMBING: Access to the inside of the home is required. Must have hot and cold running water. GAS AND MECHANICAL: Access to the inside of the home is required. The gas line must have a minimum of 10 lbs. of air pressure in the line, with a maximum of 60 lbs, 2-inch gauge in a readable position. Gas shut-off valves and flue attachments will be checked. SEWER SERVICE: Call for inspection and approval before covering. SEPTIC AND LEACH: Call the Weld County Health Department, Environmental Protection Service at 353-0635, for requirements and regulations. ct70 r .6YTS SKIRTING: Skirting is not to be installed until the other inspections have been approved. Please call for the skirting inspection when the skirting has been installed. FINAL INSPECTION: All of the above must be completed and any porch, deck, landing or stairs to the home must be in place before calling for the final inspection. N,_ ,'E: A separate building permit is required for any additions, foundation porches, decks or landings over 4'x4'. ENVIRO-CYCLJAC 1191 PO BOX 169 STERLING.CO 80751 23-7/1020 970-522-6470 DATE PAY C(�lJ C /�7n�� jai{ TO THE PRDER OF Wald �(/ hintiI I $ / ../ 29 / i „"I'W _G /L— J / / V11v VU� bOLLAR.S_ _._ ._. B OM*S" tau Monist BbW[blab.NANSW NOB BVOCi °5a wes NMI ttasowimwsn.. as NI• Swans Colorado 807'51 4 FOR IVII'00 i 19 Le I: LO 20000 761: 46 i800 7 2 511■ IMPORTANT NOTICE ! IT IS MANDATORY THE APPROVED PLANS ARE PROVIDED AT THE JOB SITE. ALSO THE BUILDING PERMIT CARD, AND ADDRESS MUST BE POSTED . NO INSPECTIONS WILL BE CONDUCTED WITHOUT APPROVED PLANS, BUILDING PERMIT CARD, AND ADDRESSING . IMPORTANT ! PLEASE READ ALL ENCLOSED MATERIALS ALL INSPECTIONS CHECKED ON THE BUILDING PERMIT CARD AND ON THE INSPECTION CHECKLIST MUST BE CALLED FOR AND SIGNED BY INSPECTOR BEFORE PROCEEDING WITH THE NEXT PHASE OF CONSTRUCTION . ALL PERMITS MUST BE FINALED CALL FOR INSPECTION ANYTIME: INSIDE GREELEY CALLING AREA 356-8016 OR, OUTSIDE THE GREELEY CALLING AREA 1 -800-234-2534 ANSWERING MACHINE OPERATES 24 HOURS A DAY. **************************************************************** WELD COUNTY, CO RECEIPT **************************************************************** Receipt Number: 99001872 Amount: 187.00 09/16/99 14:06 Payment Method: CHCK Notation: 1191 Init: SKM Permit No: PR-9930286 Type: PREFAB Prefab Combo Permit Parcel No: 1055 32 Location: 19094 WCR 40 Total Fees: 187.00 This Payment 187.00 Total ALL Pmts: 187.00 Balance: .00 **************************************************************** Account Code Description Amount 100025100-4222-200 Building Permits 150.00 100025100-4224-200 Electrical 37.00 Weld County Building Inspection Department 1555 North 17th Avenue, Greeley, CO 80631 (970) 353-6100, Ext . 3540 Fax: (970) 304-6498 Permit # : BC-9801010 Status: ISSUED °ermit Type: Building Combo Permit Applied: 10/27/1998 Issued: 06/22/1999 Job Address: Expires: 12/19/1999 Job Location: 65-04-32 NW4NW4 Job Descr: 24500 SF CONCRETE SLAB AND PUMP AND RELATED Occ. Class: U-2 TANKS Construction Type: IIN Zone Dist: AGRICULTURAL Parcel No: 1055 32 000008 4372386 Legal Desc: 12041 N2 32 4 65 EXC UND INT OGBM (6R8D) X18860 W 18860 39 CR WELD 1994 UBC Valuation: .00 APPLICANT ENVIRO-CYCLE LLC Phone: 396-0871 2975 STATE FARM RD #4, EVANS, CO 80602 OWNER ENVIRO-CYCLE LLC Phone: 396-0871 2975 STATE FARM RD #4, EVANS, CO 80602 Minimum Required Zoning Setbacks: N - 50 S - 5 E - 5 W - 60 Fee Summary Total Calculated Fee: 630.75 Additional Fees .00 Total Permit Fee • 630.75 Total Payments - 630.75 Balance Due • . 00 NOTICE The applicant, agents and employees shall comply with all the rules, restrictions and requirements of Weld County Zoning and Building Code Ordinances governing location, construction, demolition and erection of the above proposed work for which this permit is granted. The Building Official is authorized to order the immediate cessation of work at any time a violation of the adopted codes appears to have occurred. Violations of any codes or regulations may result in the revocation of this permit. Buildings must conform with the plans as submitted to the Building Inspection Department. Any changes to the plans or lay-out must be approved prior to construction. Any changes in the use or occupancy of the building must be approved. It shall be the duty of the property owner or the person doing the work authorized by this permit to notify the Weld County Building Inspection Department that such work is ready for inspection. This permit shall expire by limitation and become null and void if the building or work authorized by this permit is not commenced within 180 days from the date this permit is issued, or if the building or work authorized by this permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work can recommence a new permit shall be required and the charge shall be 1/2 the fee under the current Weld County Building Inspection Fee Schedule provided that such suspension or abandonment has not exceeded five (5) years. When suspension or abandonment has exceeded five (5) years, the permittee shall pay the full permit fee under the current fee schedule. Weld County is not liable for workmanship. Permits are not transferable. *************************************************************************** CONDITIONS Permit #BC-9801010 as cf 06/22/99 Status: ISSUED *************************************************************************** Permit Type: Building Combo Permit Applied: 10/27/1998 Applicant: ENVIRO-CYCLE LLC Issued: 06/22/1999 396-0871 To Expire: 12/19/1999 Jet Address: ocation: 65-04-32 NW4NW4 Parcel No: 1055 32 000008 12041 N2 32 4 65 EXC UND INT OGBM (6R8D) %18860 W Description: 24500 SF CONCRETE SLAB AND PUMP AND RELATED EQUIPMENT Conditions: 1. ENGINERRED SET OF BLUEPRINTS SHALL BE ON JOBSITE FOR ALL REQUIRED INSPECTIONS. COMPLETE ELECRICAL DRAWINGS INCLUDING FAULT CURRRENT CALCULATIONS AND ONE LINE DIAGRAMS SHALL SUBMITTED AND APPROVED FOR ANY ELECTICAL SERVICE OVER 200 AMPS. SUCH APPROVAL SHALL BE OBTAINED PRIOR TO THE CONSTRUCTION OR RELEASE OF THE ELECTRICAL SERVICE. BUILDING INSPECTION CHECK LIST POST THE CARDBOARD PERMIT AND THE APPROVED SET OF PRINTS ON THE JOB SITE. KEEP A COPY OF THE BUILDING PERMIT AND THIS CHECKLIST BY YOUR PHONE. PLEASE CALL THE DAY BEFORE YOU NEED EACH OF THE FOLLOWING INSPECTIONS. WHEN REQUESTING EACH INSPECTION, PLEASE GIVE THE PERMIT NUMBER, PROPERTY OWNER'S NAME, JOB SITE ADDRESS OR DIRECTIONS, AND THE SPECIFIC INSPECTION NEEDED AS LISTED BELOW. PERMIT NUMBER gC- ?8d/a'c FOR INSPECTIONS CALL THE 24 HOUR INSPECTION REQUEST LINE -356-8016 OR 1-800-234-2534 �/SETBACKS PLUMBING ROUGH-IN PERMANENT METER f FOOTINGS/CAISSONS/HOLES EGRESS WINDOWS LP LEAK DETECTION SYSTEM /REBAR FLUES-VENTS FLOOD HAZARD CERT. PERIMETER DRAINS FRAMING DAMPROOF ROUGH HEATING ✓FINAL ELECTRIC ELECTRICAL GROUNDWORK 'SEWER SERVICE FINAL PLUMBING PLUMBING GROUNDWORK SEPTIC -HEALTH DEPT. FINAL HEATING 353-0635 1 CONSTRUCTION METER *WATER SERVICE !� FINAL APPROVAL /ELECTRICAL ROUGH-IN GAS TEST *NEEDS TO BE INSPECTED AND APPROVED BEFORE COVERING EXPLANATIONS SETBACKS MINIMUM ZONING SETBACKS ARE SHOWN ON THE BUILDING PERMIT APPLICATION FORM. (SETBACKS REQUIRED BY THE BUILDING CODE MAY VARY FROM THE ZONING SETBACKS). PLEASE CHECK WITH OUR OFFICE IF YOU HAVE ANY QUESTIONS REGARDING SETBACKS. FOOTING ALL FORMS MUST BE IN PLACE;GRADE ESTABLISHED;GROUND PACKED AND LEVELED AND REBAR ON JOB SITE. NOTE: FORMS MAY BE TRENCHED IN GROUND -BOTTOM OF TRENCH MUST BE SQUARE;GRADE ESTABLISHED;AND GROUND PACKED AND LEVELED. CALL FOR INSPECTION BEFORE POURING CONCRETE. REBAR IF REQUIRED, REBAR AND SPLICES MUST BE TIED AS SHOWN ON PRINTS. CALL FOR INSPECTION BEFORE POURING CONCRETE. DAMPROOF ALL LIVING AREAS BELOW GROUND LEVEL MUST HAVE ONE ESCAPE WINDOW TO THE EXTERIOR AND MUST BE WATERPROOFED OR DAMPROOFED. BRACE WALLS OR INSTALL FLOOR PRIOR TO BACKFILLING. CALL FOR INSPECTION BEFORE BACKFILLING AND DO NOT BACKFILL FOR A MINIMUM OF 4 DAYS. ROUGH-INS ELECTRICAL AND PLUMBING WORK MUST HAVE A ROUGH-IN INSPECTION. FLUES AND VENTS MUST BE INSPECTED. PLUMBING DRAINS AND VENTS MUST HAVE A WATER OR AIR TEST WITNESSED AND APPROVED. FRAMING FRAMING INSPECTIONS CANNOT BE APPROVED UNTIL ABOVE INSPECTIONS ARE COMPLETED. ALL ROOFING,SHINGLES,FRAMING.WINDOWS AND EXTERIOR DOORS MUST BE INSTALLED. NOTE: IN ORDER NOT TO HOLD UP CONSTRUCTION (DUE TO LACK OF MATERIALS), THE FRAMING INSPECTION CAN BE MADE IF ALL EXTERIOR OPENINGS CAN BE CLOSED OFF TO MAKE STRUCTURE WEATHER TIGHT. BRACE ROOF TRUSSES TO ENGINEER DESIGN BEFORE CALL FOR FRAMING INSPECTION. CALL FOR INSPECTION BEFORE INSTALLING INSULATION OR SHEETROCK. FINALS ELECTRICAL AND PLUMBING WORK MUST HAVE A FINAL INSPECTION. FINAL BUILDING INSPECTION CANNOT BE APPROVED UNTIL THESE ABOVE INSPECTIONS HAVE BEEN COMPLETED AND APPROVED. THE STRUCTURE MUST BE COMPLETED, CLEANED,AND READY FOR OCCUPANCY. BICNLIST ENVIRO-CYCLE 04-98 1107 PO BOX 169 STERLING, CO 80751 23-7/1020 970-522-6470 G� Q Q / /n/ //'� DATE 40 - C pI _ ( / Q r THE �6.l�K/ boo&'/ 1 $ &go �� ' . DER F ��// L�.1' tYyL// rl/ icy, l� DOLLARS 8 on S o back DSO Norwsat64 brado,NA IBM Sterling NOR NW BANKS (970)522-1383 129 South Third&reel BMWs Sterling.Colorado 90751 r--__.... 1 ID 61AnieP-1.9?gniaeL r tee/vigor `----�snr - — - 11. LO 7111 1: LO 20000 76i: 46 1800 7 2 5" ...y ..... .... .. _ _..� �...2.� IMPORTANT ! PLEASE READ ALL ENCLOSED MATERIALS ALL INSPECTIONS CHECKED ON THE BUILDING PERMIT CARD AND ON THE INSPECTION CHECKLIST MUST BE CALLED FOR AND SIGNED BY INSPECTOR BEFORE PROCEEDING WITH THE NEXT PHASE OF CONSTRUCTION . ALL PERMITS MUST BE FINALED CALL FOR INSPECTION ANYTIME: INSIDE GREELEY CALLING AREA 356-8016 OR, OUTSIDE THE GREELEY CALLING AREA 1 -800-234-2534 ANSWERING MACHINE OPERATES 24 HOURS A DAY. ***********************************twee************************** WELD COUNTY, CO RECEIPT ************ee*****e*****eee************************************ Receipt Number: 99001238 Amount: 630.75 06/22/99 11:42 Payment Method: CHCK Notation: 1107 !nit: SKM Permit No: BC-9801010 Type: BLDGCOMB Building Combo Permi Parcel No: 1055 32 000008 Location: 65-04-32 NW4NW4 Total Fees: 630.75 This Payment 630.75 Total ALL Pmts: 630.75 Balance: .00 **************************************************************** Account Code Description Amount 100025100-4222-200 Building Permits 529.75 100025100-4224-200 Electrical 51.00 100025100-4226-200 Building Plan Check 50.00 Geraldine #32-1 Disposal Well NW/NW Sec. 32, T4N-R65W Weld County, CO Plugging prognosis: Prepared for Enviro-Cycle, LLC., by Fisher Consulting Services. October 29,1999 1. MIRU pulling unit 2. Nipple-up BOPE 3. Pull tubing and packer 4. RIH with tandem scrapper and bit, clean out casing to top of perforations.. 5. Rig-up wireline unit, R1H and set retainer above top perforations (9106'). 6. RIH with tubing and squeeze 20 sxs cement into perforations. Un-sting from retainer and spot 100' plug on top of retainer. 7. POOH to liner top at 7579' and spot 200' cement plug above liner top. 8. POOH to 3500' and spot 200' cement plug. Wait 6 hours and test top of this plug. 9. POOH to 100' and fill casing with cement to surface. 10.Cut casing off 5' below ground level and install dry-hole marker. 11.RDMO rig. 12.Reclaim surface location per original APD. gent for Enviro-Cycle,LLC October 25, 1999 Julie Chester Weld County Planning Department Greeley, CO 80631 Dear Ms. Chester: Enclosed please find documentation of the verbal agreement between Enviro-cycle LLC and La Salle Fire Protection in reference to on site fire suppression availability at Enviro- cycle well injection facility, WCR 40 and WCR 39. • Enviro-cycle LLC will provide four 16,800 gallon water tanks, for a total availability of 67,200 gallons, for the sole purpose of on site fire protection and/or off site water supply for the La Salle Fire District. These iron tanks will be located in a battery array approximately 108 feet North/ Northeast of the existing office building presently on site and in the plans. Said tanks will be equipped with frost-free valves and will be maintained in a fashion to insure accessibility to adequate water supply year round and during inclement weather conditions. Said tanks will be connected by means of a manifold system which will have a four and one half inch National Standard Pipe Thread fitting for use by the fire department. • Enviro-cycle LLC will provide a gated four and one half inch fitting on the KCL tanks located on the west side of the site for a secondary fire department connection. • Enviro-cycle LLC will ensure the existing fire department access road (auxiliary road) running north and south on the east side of the site will be maintained as a fire department access road with ingress remaining at the present entrance off WCR 40. Access to this road will be available twenty four hours daily during the entire year. If you have any further questions regarding any of the above mentioned items, please don't hesitate to contact Jim Daniel at (970) 396-0871 or myself, Travis E. Miller at (970) 454-0304 or pager(303) 540-4428. My sincere thanks to you and to Gary Sandau, Fire Marshall, La Salle Fire Protection, for all of your time and consideration. Sincerely, f Travis E. Miller 31257 WCR#74 Galeton, CO 80622 cc: Mike Cervi cc: Gary Sandau Approval Signature �i�� cc: Jim Daniel ENVIROCYCLE, LLC 19094 WCR 40, LaSalle Co October 26, 1999 Julie Chester Weld County Planning Department Greeley Co 80631 Subject: Envirocycle LLC Permit# 1198 Solids and sediment control Replacing the settling pits will be above ground steel tanks set on the concrete ramp pad. The solids and pit sediments will be gathered in the solids control tanks. The solids will be put in a roll off unit for off-site disposal or on site land farming. At the time that the solids are to be disposed of samples will be taken to a lab for testing for content including, PH, TPH, BTEX, Flashpoint, and Paint filter as a non-hazardous special waste. Commonly called Frac Sand and Tank sediment. The off site disposal would be Ailled Waste Industries, Inc dba Denver regional landfill at 1441 Weld CR 6, P O Box 320, Erie CO 80516. Phone 30 3 -to/ 3-9K81 Sincerely, IJ G im Daniel Envirocycle • • SECTION FOUR ENVIRO-CYCLE, LLC GERALDINE #1 DISPOSAL WELL FACILITY CLOSURE PROCEDURES & COSTS In the event it becomes necessary to close the facility, remove the surface equipment; and remediate the site to the original surface contours and native vegetation, the following steps will be taken; 1. All surface equipment including tanks, heaters, pumps, and other associated equipment will be dismantled and removed from the site. 2. All concrete structures will be steam cleaned; jack hammered out and/or demolished by a wrecking ball or hydraulic tool bar, loaded on to tandem trucks; and disposed of at an approved off site facility. 3. The disturbed surface area will be graded to original contour with the previously stockpiled top soil backfilled over the surface - after which the site will receive a final grading to match existing adjacent surface contours. 4. The final graded surface will be top dressed with cow manure and lightly disc into the shallow subsurface soils. A dryland pasture mix seed will be drilled across the graded surface area in a east-west and north-south double coverage pattern. 5. The remediated site will then be fenced off with a four wire barbed wire fence to protect the seedbed and allow the grass seed to germinate and establish a vigorous stand. The estimated cost to accomplish the remediation of the site is +/- $75,000.00 This concludes a review of the remediation procedures and cost estimate for the report. Simon's Backhoe Service CUSTOMERS ORDER NO. Farm . PittSeptic q Irrigation f T p Systems PHONE 97e—✓ %G - l Water Lines Installation and Repair DATE /A/- 99 1702 1st Avenue - Greeley, CO 80631 (970) 352-7820 NAME t 4-ute© C� ✓e/e ,2A e ADDRESS i • 0 Acy ///9 Je6 s: < ,CG 50//e. C'e c9-66 yS /9094 wce .yo �a SQ//e Cb 4'c("/ Quantity Description to C/ c c fact cr/j/ Unit price Amount h®or / m0(/P rS// ior:10/2En#n'e/,t/es4 al/ 0o''nr/'G+t° €, 44/ Tn/i.k /JoinLn�.cr ?/ `(/Peck, J £I/// 6 nes Jf r_.-JAI L4L/I/JOr J00A n_//`/Concrer/L Ord/ d&Sp cr 071" 0 opp.roved off Si Ye G",4 lcv S rtoca Oteo AocA IV 9rodej004� 9tD/C7 S'ni/ !11/ar �. r lee se effi Locoi, pn r J- J S a es- i nnie/t C ass + 74e, a cc aan/o sh -/'Ills tn,edeoI•D2'J ,OF 1A;r Lie i s /— 23 000, OO RECEIVED BY // u/H "peg TAX TERMS: Due by the tenth of the foil mo im.A finance charge of 2%per month(24%per TOTAL year)will be charged on accounts over 30 days past due. �]''� /_ n ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL E(h a`_�/ �Ou DRIWNG AND EXPLORATION DRILLING & SAMPLING SYMBOLS: RS : Ring Sampler - 2.42" I.D. SS : Split Spoon - 1 " I.D., 2" O.D., unless otherwise noted PS : Piston Sample ST : Thin-Walled Tube— 2-1/2" I.D., unless otherwise noted WS : Wash Sample PA : Power Auger FT : Fish Tail Bit HA : Hand Auger RB : Rock Bit DB : Diamond Bit = 4", N, B BS : Bulk Sample AS : Auger Sample PM : Pressure Meter HS : Hollow Stem Auger DC : Dutch Cone WB : Wash Bore Penetration Test: Blows per foot of a 140 pound hammer falling 30 inches on a 2-inch O.D. split spoon, except where noted. WATER LEVEL MEASUREMENT SYMBOLS: WL : Water Level WS : While Sampling WCI : Wet Cave in WD : While Drilling DCI : Dry Cave in BCR : Before Casing Removal AB : After Boring ACR : After Casting Removal Water levels indicated on the boring logs are the levels measured in the borings at the time indicated. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels is not possible with only short term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil Classification is based on the Unified Soil Classification system and the ASTM Designations D-2487 and D-2488. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; they are described as: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are described as: clays, if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse grained soils are defined on the basis of their relative in-place density and fine grained soils on the basis of their consistency. Example: Lean clay with sand, trace gravel, stiff (CL); silty sand. trace gravel. medium dense (SM). CONSISTENCY OF FINE-GRAINED SOILS: RELATIVE DENSITY OF Unconfined Compressive COARSE-GRAINED SOILS: Strength, Qu, psf Consistency N-Blows/ft. Relative Density < 500 Very Soft 0-3 Very Loose 500 - 1 ,000 Soft 4-9 Loose 1 ,001 - 2.000 Medium 10-29 Medium Dense 2,001 - 4,000 Stiff 30-49 Dense 4,001 - 8,000 Very Stiff 50-80 Very Dense 8,001 -16,000 Very Hard 80+ Extremely Dense RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) Major Component (of Components Also Percent of of Sample Size Range Present in Sample) Dry Weight Boulders Over 12 in. (300mm) Trace < 15 Cobbles 12 in. to 3 in. With 15 - 29 (300mm to 75mm) Modifier > Gravel 3 in. to #4 sieve 30 (75mm to 4.75mm) Sand #4 to #200 sieve RELATIVE PROPORTIONS OF FINES (4.75mmto .075mm) Descriptive Term(s) Silt or Clay Passing #200 Sieve (of Components Also Percent of (0.075mm) Present in Sample) Dry Weight Trace < 5 With 5 - 12 Modifier > 12 lierracon GENERAL NOTES I 1 Sedimentary Rock Classification DESCRIPTIVE ROCK CLASSIFICATION: Sedimentary rocks are composed of cemented clay, silt and sand sized particles. The most common minerals are clay, quartz and calcite. Rock composed primarily of calcite is called limestone; rock of sand size grains is called sandstone, and rock of clay and silt size grains is called mudstone or claystone. siltstone. or snale. Modifiers such as shaly, sandy,dolomitic, calcareous,carbonaceous,etc. are used to describe various constituents. Examples: sandy shale; calcareous sandstone. LIMESTONE Light to dark colored, crystalline to fine-grained texture, composed of CaCo3, reacts readily with HCI. DOLOMITE Light to dark colored, crystalline to fine-grained texture, composed of CaMg(CO3)2, harder than limestone, reacts with HCI when powdered. CHERT Light to dark colored, very fine-grained texture. composed of micro-crystalline quartz(Si0;), brittle, breaks into angular fragments, will scratch glass. SHALE Very fine-grained texture, composed of consolidated silt or clay, bedded in thin layers. The unlaminated equivalent is frequently referred to as siltstone, claystone or mudstone. SANDSTONE Usually light colored,coarse to fine texture. composed of cemented sand size grains of quartz, feldspar, etc.Cement usually is silica but may be such minerals as calcite, iron-oxide,or some other carbonate. CONGLOMERATE Rounded rock fragments of variable mineralogy varying in size from near sand to boulder size but usually pebble to cobble size(1/2 inch to a inches). Cemented together with various cemen- ting agents. Breccia is similar but cam Dosed of angular, fractured rock particles cemented together. PHYSICAL PROPERTIES: DEGREE OF WEATHERING BEDDING AND JOINT CHARACTERISTICS Slight Slight decomposition of parent Bed Thickness Joint Spacing Dimensions material on joints. May be color Very Thick Very Wide >10' change. Thick Wide 3' - 10' Moderate Some decomposition and color Medium Moderately Close 1' - 3' Thin Close 2" - 1' change throughout. Very Thin Very Close .4" - 2" High Rock highly decomposed.may be ex- Laminated — .1" - .4" tremely broken. Bedding Plane A plane dividing sedimentary rocks of the same or different lithology. HARDNESS AND DEGREE OF CEMENTATION Joint Fracture in rock, generally more or Limestone and Dolomite: less vertical or transverse to bedding, along which no appreciable move- Hard Difficult to scratch with knife. ment has occurred. Moderately Can be scratched easily with knife, Seam Generally applies to bedding plane Hard cannot be scratched with fingernail. with an unspecified degree of Soft Can be scratched with fingernail. weathering. Shale, Siltstone and Claystone Hard Can be scratched easily with knife, SOLUTION AND VOID CONDITIONS cannot be scratched with fingernail. Soho Contains no voids. Moderately Vuggy (Pitted) Rock having small solution pits or Hard Can be scratched with fingernail. cavities up to 1/2 inch diameter, fre- Soft Can be easily dented but not molded quently with a mineral lining. with fingers. Porous Containing numerous voids, pores,or other openings, which may or may Sandstone and Conglomerate not interconnect. Well Capable of scratching a knife blade. Cavernous Containing cavities or caverns, some- Cemented times quite large. Cemented Can be scratched with knife. Poorly Can be broken apart easily with Cemented fingers. 1/4 1 lerrecon Form 110_H-85 UNIFIED SOIL CLASSIFICATION SYSTEM ` Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' GrouSoil Classification Symbol Group Names Coarse-Grained Soils Gravels Clean Gravels Cu a 4 and 1 s Cc c 3E GW Well-graded gravely More than 50510 retained on More than 50% of coarse Less than 5% fines° Cu < 4 antllor 1 > Cc > 3E GP Poorly graded gravel' No. 200 sieve fraction retained on No. 4 sieve Fines classify as ML or MH GM Silty gravely'o'6 Gravels'.vith Fines — — --- — -- More:han 12% fines° Fines classify as CL or CH GC Clayey gravelF'a'" Sands Clean Sands Cu a 6 and 1 < Cc < 3E SW Well-graded sand 50% or more of coarse Less than 5% finesE - fraction passes Cu < 6 and/or 1> Cc > 3E SP Poorly graded sand' No. 4 sieve Fines classify as ML or MH SM Silty sand0'H,I Sands with Fines More than 12% fines° Fines classify as CL or CH SC Clayey sander".' Fine-Grained Soils Silts and Clays inorganic PI > 7 ana plots on or above"A"line CL Lean clay"'L'M 50%, or more passes the Liquid limit less than 50 PI < 4 or plots below "A" lined ML Silt"'L'M No. 200 sieve - - -- -- Liquid limit — oven dried Organic clay".L.M.N organic ---- -- < 0.75 OL ---- Liquid limit — not dried Organic silty,L,M.o Silts and Clays inorganic PI plots on or above "A" line CH Fat clay"'E M Liquid limit 50 or more PI plots below "A" line MH Elastic silt'<'L.M Liquid limit — oven dried Organic clay"'L M,P organic — — < 0.75 OH Liquid limit — not dried Organic silty,L,M,o Hignly organic soils Primarily organic ^tatter, lark in color,and organic oaor PT Peat "Based on the material passing the 3-in. s (030)2 KIf soil contains 15 t0 29% plus No. 200, add (75-mm) sieve. Cu = D60l D,o — x D "with sand" or "with gravel", whichever is elf field sample contained cobbles or v 0.0 add 50 predominant. boulders. or both, add "with cobbles or If soil contains >_ r5'S sand, "with sand" to LIf soil contains a 30% plus. Na 200 boulders, or both" to group name. a9 group name. predominantly sand, add "sandy" to group If fines classify as CL-ML. use dual symbol GC- name. °Gravels with 5 to 12% fines require dual symbols: GM, or SC-SM. MY soil contains >— 30% plus No, 200, GW-GM well-graded gravel with silt "If fines are organic. add "with organic fines" to predominantly gravel. add "gravelly" to group GW-GC well-graded gravel with clay group name. name. GP-GM poorly graded gravel with silt 'if soil contains a '.5"= gravel,add "with gravel" 10 "pi > 4 and plots on or above "A" line. GP-GC poorly graded gravel with clay group name. °PI < 4 or plots below "A" line. °Sands with 5 to 12% fines require dual LIf Atterberg limits oiot in shaded area, soil is a CL- 'PI plots on or above "A" line. symbols: ML, silty clay. o SW-SM well-graded sand with silt PI plots below "A" line. SW-SC well-graded sand with clay SP-SM poorly graded sand with silt SP-SC poorly graded sand with clay 60 • 1 For classification of fine-grained soils I / and fine-grained fraction of coarse- 50 grained soils / Equation of "A" - line �N�li \�c Horizontal at PI = 4 to LL = 25.5. ,J / V a then PI = 0.73(LL '20) / O� .• P wx 40 -Equation of "U" - line r p p � P ...4- Vertical at LL = 16 to PI = 7. ' Z then PI = 0.9 ILL-8) / G _ 3 /1" O W 20I /�G c� MH OR OH a_ 11 / 10 _ { 1 _ — -- - —-- --— - CL ML ' ML OR OL 4 — i 0' 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) i 1errac©n DRAINAGE PLAN REPORT LASALLE WELL INJECTION FACILITY PART OF NORTHWEST QUARTER, SECTION 32 TOWNSHIP 4 NORTH, RANGE 65 WEST OF THE 6TH P.M. WELD COUNTY, COLORADO PREPARED FOR ENVIRO-CYCLE, LLC P.O. BOX 117 LASALLE, CO 80645 PROJECT NO. 99-138 Prepared by: Total Engineering Service, Inc. 444 S. 2 Street LaSalle, CO 80645 September, 1999 INTRODUCTION This report describes the procedures used and the calculations made to devise a stormwater drainage plan for the LaSalle Well Injection Facility site in Weld County, Colorado. PROJECT LOCTION AND DESCRIPTION The proposed facility is located in part of the northwest quarter of Section 32, Township 4 North, Range 65 West of the 6th Principal Meridian, Weld County, Colorado. The drainage basin contains 52.8 acres south of WCR 40, east of WCR 39, and north and west of the Speer Canal. Approximately four acres(4 ac) will be developed with the rest of the drainage basin to remain an alfalfa field. The developed area will remain as silty sand soils with a portion of it being covered with base coarse. The portion of the site that will be covered in concrete will not affect the drainage basin. The concrete portions will collect the rainwater and become part of the process water, therefore not being released into the detention basin. The on-site soils are Silty Sands according to the Soils Conservation Service Soils Report for Southern Weld County. These soils are classified in the Hydrologic Group A. Surface runoff flows from the south to the north, northwest into an existing retention pond area. HYDROLOGY & BASIN ANALYSIS The City of Evans's Rainfall Intensity-Duration Curves, along with the Rational Method, have been used to determine peak rates of runoff from the project site for the 100-year storm event. The 100-year storm event will be retained on site and allowed to percolate through the soils. The site was analyzed in one basin encompassing 52.8 acres. The basin will be required to retain 114,048 cubic feet of water from a two-hour 100-year storm event. The available storage in the retention pond is 132,678 cubic feet. HYDRAULICS Runoff from the basin will travel overland and then through grass swales to the retention area along the north side of the site and south of WCR 40. Runoff in the pond will percolate through the soils in the same fashion as historically has occurred. It is estimated that it will take approximately 10.8 days to drain the pond after a 100-year storm event occurs. A summary of calculations made for the drainage plan are included with this report. Respectfully submitted, Total Engineering Service, Inc. `ngnnnmvtpn ( ) ( %C ; /10.6 Nam. 'w? 24995 % A • _ Thomas M. Cope, P.E. President Qr es. .60 ,. __R . L . DESIGN PROFESSIONAL Ue9IRN/ORAFTINO SERVICE'S ROGER A. LAMBRECHT /AI�^ /� 232 S.FRONT ST.• STERLING CO 80751 Il✓<t'� Gem t { 7OFFFAX: 970.522d980 //2♦ FAX: 970.522.0280 trrLnte A CO RES: 970-521-0875 act"1Oty V�iLU �j®7� twvw t- 1 T cze s r AR-1-et I. - Goe t'c-4rt5. 3 - 12'-O"pLA., t+C- Goµ-ra.,l.FI ,t+-r Ana. = Cay x 3!` x 4'_0"rN 6 rt= 77? CQ-PI 3 g2eia — Gcr#rag rrS q — Iv-0" Vip . tA441CS cQY' x 76,' x 41-0" W ie tf =- t 9 `i5624 7 3 17-0"17131. Ta.N-K Jo a = Yr Cal" x 'eh lyzt ' x 3 Up -To 4L.e" Fk161-4. $I ft/«..v C,nte.t tt -n - S-rarlCt-t 793l0 3 7 iy2/•1 3 = y26,3.� ,ca ZZ W it_t.- cst ffll Toe °( TAtkt S, 19, gSCQ ` 7 I i ?-I sie x `7 = 127g0' e 2 • AO I 71,61-13 6?+' 34 Ile Y 2 Ke"'"+roitrc._ Azaawolf 45. Fri `t ` �r..�a.c.��"',fDr ƒ \ , z » < ©~^«©^ MEMORANDUM TO: Julie Chester, W.C. Planning DATE: December 1, 1999 FROM: Trevor Jiricek, W.C. Department of Public Health and Environment CASE NO.: USR-1198 NAME: Envirocycle, LLC This memorandum is submitted as a follow-up to my November 8, 1999, memorandum. The purpose of this memorandum is to provide an update to the progress that EnviroCycle, LLC has made in addressing the Conditions of Approval that are relevant to our Department. As you are aware, those conditions are#2.A., C., #3.A., B., C., D., E., G., H., and I. We have addressed the status of each condition individually below: Condition#2.A. This condition has been satisfied. An emissions permit has been obtained from the Colorado Department of Public Health and Environment. A copy of the permit was provided in the notebook. Condition #2.C. This conditions has not been satisfied. A storm water drainage plan has been submitted. The plan was designed by Tom Cope. We will defer to the Public Works Departments review as they are the Department that normally reviews these plans. You have indicated that you spoke with Don Carrol of the Public Works Department has not received the plan. However, you also indicated that you would provide the plan to him and that he would review it as soon as possible. Condition #3.A. This condition has been satisfied. Tom Cope has submitted an evaluation, dated November 9, 1999, that addresses this condition. Condition #3.B. This condition has been satisfied. A copy of the drilling log was submitted in the notebook. The drilling logs were returned to Mr. Cervi, at his request, as an attachment to my November 30, 1999 letter. Condition#3.C. This condition has been satisfied. On November 15, 1999, I observed the covering for the *lined cellar* and the *above ground solids control system* with Mike Cervi. The covering for the * lined cellar* is a steel grate. The grate will prevent wildlife and animals from entering. The covering for the *above ground solids control system* is a plastic fencing material. This should keep wildlife from entering. Mr. Cervi also indicated that he would explore the possibility of a more permanent covering over the *solids control system* such as a steel grate, etc. Condition #3.D. This condition has not been satisfied. Although, we would consider the condition to be satisfied once all of the conditions of approval have been met and a walk-thru of the facility has been conducted by a representative of your Department to assess whether the facility was constructed in general compliance with the approved plans. Condition#3.E. This condition has been satisfied. A septic system has been installed and approved by this Department. A copy of the permit was provided in the notebook. Condition#3.G. This condition has been satisfied. A plan was submitted in a letter dated November 22, 1999, from Mr. Cervi. We approved the plan in a letter dated November 30, 1999. Condition#3.H. This condition has been satisfied. An adequate closure plan has been submitted. Condition#3.I. This condition has not yet been satisfied. However, according to Mike Cervi*s November 22, 1999 letter, he has agreed to post an additional $25,000 bond with the Colorado Oil and Gas Conservation Commission. We would consider this condition to be addressed when Mr. Cervi provides evidence that the additional bond (a total of$75,000) has been posted. As we discussed, I think it would be useful for you to evaluate the status of each condition on the permit and provide an update to Mr. Cervi. If you have any questions, or if I can help in any way, please call me at extension 2209. tj/usr/envirocycle cc: Mike LeSage, Attorney at Law(via facsimile) Mike Cervi, Envirocycle, LLC Lee Morrison, Weld County Attorneys Office MEMORANDUM ikTO: Julie Chester, W.C. Planning DATE: November 8, 1999 eW FROM: Trevor Jiricek, W.C. Department of Public Health . •g COLORADO Environment CASE NO.: USR-1198 NAME: Envirocycle, LLC Our Department has reviewed the notebook of materials submitted by Envirocycle, LLC, on November 4, 1999. According to Jim Daniel of Envirocycle, LLC, the notebook was submitted to demonstrate that the facility has met the conditions of approval found in USR-1198. We have reviewed the materials for those conditions that are relevant to our Department. Those conditions are#2.A., C., #3.A., B., C., D., E., G., H., and I. We have addressed the status of each condition individually below: Condition#2.A. This condition has been satisfied. An emissions permit has been obtained from the Colorado Department of Public Health and Environment. A copy of the permit was provided in the notebook. Condition#2.C. A storm water drainage plan has been submitted. The plan was designed by Tom Cope. We will defer to the Public Works Departments review as they are the Department that normally reviews these plans. Condition#3.A. This condition has not been satisfied. A letter was submitted by R.L. Design in an attempt to satisfy this condition. However, it was not stamped by a registered professional engineer as required by the condition. Condition#3.B. This condition has been satisfied. A copy of the drilling log was submitted in the notebook. Condition#3.C. This condition has not been satisfied. We have not approved the covering or netting, in writing, of the "lined cellar" or the "above ground solids control system". According to Jim Daniel, steel coverings will be constructed for the "lined" cellar, however, no request for approval has been submitted, nor have we observed the coverings. I am unaware of the proposed coverings for the "above ground solids control system". Condition#3.D. This condition has not been satisfied. Adequate evidence has not been submitted that demonstrates that the facility has been constructed in accordance with the previously submitted materials. Our Julie Chester November 8, 1999 Page 2 opinion is based on the fact that several of these conditions haven't been adequately addressed as described in this memorandum. Condition#3.E. This condition has been satisfied. A septic system has been installed and approved by this Department. A copy of the permit was provided in the notebook. Condition#3.G. This condition has not been satisfied A plan was submitted that briefly describes how solids generated on the facility will be handled. However, the plan lacks detail as requested in the condition. For example, the following kind of items should be addressed in the plan: *How will the solids be removed from the "solids control system", by equipment or by hand? If equipment, what type? •The solids will likely be saturated when removed. How will liquids be dealt with? Will the solids be handled on the concrete pad in order to prevent runoff? •Where will the solids be stored while waiting for sampling results? Additionally, the submitted plan indicates that solids may be treated on site by landfarming. The facility's USR does not permit landfarming. This should be deleted from the plan. Condition #3.H. This condition has been satisfied. An adequate closure plan has been submitted. Condition#3.1. This condition has not been satisfied. According to the submitted materials it will cost approximately $75,000 for a third-party to close the site (figure does not include plugging of the well). The facility has posted a $50,000 bond with the Colorado Oil and Gas Commission. I also spoke with Dave Dillon at the COGCC concerning this item. He indicated that the facility has also posted a$5,000 bond for the closure and plugging of the well. Therefore, it appears that a$25,000 financial guarantee must be posted with the County to cover the closure costs that are in excess of the bonds posted with the COGCC. If you have any opportunity to speak to or write Mr. Daniel,please commend him for his outstanding compilation of materials. If you have any questions,please call me at extension 2209. tj/usr/envirocycle cc: Jody Harms, Attorney at Law (via facsimile) Mike Cervi, Envirocycle, LLC Lee Morrison, Weld County Attorneys Office I, DEPARTMENTOF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 178NUE GREELEY,COLORADO 80631 ADMINISTRATION(970)304-6410 PUBLIC HEALTH EDUCATION AND NURSING(970)304-6420 I C FAX(970)Ig O ENVIRONMENTAL HEALTH SERVICESS(970)304-6415 FAX(970)304-6411 COLORADO November 30, 1999 Mike Cervi EnviroCycle,LLC Post Office Box 169 Sterling, Colorado 80751 Subject: EnviroCycle, LLC, Solids Handling Plan Dear Mr. Cervi: The Weld County Department of Public Health and Environment has reviewed your November 22, 1999, letter. This letter was submitted to address several items. One of the items included in the letter was the "Solids Handling Plan"for the EnviroCycle,LLC facility. As you are aware, Condition of Approval #3.G., of Use by Special Review Permit#1198 required that you submit and receive approval for a"Solids Handling Plan". The Department approves the"Solids Handling Plan"subject to the following conditions: 1) All "solids" removal and handling processes conducted at the facility shall be conducted on the concrete receiving pad. 2) The"solids" shall be disposed at an approved solid waste disposal site. This letter also requested that the County return the drilling logs for the well. I have included the copy of the log that our Department received as well as the copy the Planning Department had received. If you have any questions,or if I can be of any assistance,please do not hesitate to call me at(970)304-6415, extension 2209. Sincerely, Trevor Jiricek Supervisor Environmental Health Services tj\planning\usr\env iro 1 cc:iLdse Morrison, Weld County Attorneys Office (via e-mail) lie Chester, Weld County Planning Department Mike LeSage, Attorney at Law STATE OF COLORADO BillOwens,Governor eb c Jane E.Norton,Executive Director , Dedicated to protecting and improving the health and environment of the people of Colorado r. i Gail 4300 Cherry Creek Dr.S. Laboratory and Radiation Services Division '",* ) *% it .::,,:_ * Denver,Colorado 80246-1530 8100 Lowry Blvd. `"'1876 x Phone(303)692-2000 Denver CO 80220-6928 Located in Glendale,Colorado (303)692-3090 Colorado Department of Public Health http://www.cdphe.state.co.us and Environment September 30, 1999 Attn.: Jim Daniel Envirocycle LLC P.O. Box 117 Lasalle, CO 80645 Re: Construction Permit Application No.: 99WE0738 Dear Applicant: The Colorado Air Pollution Control Division has received and logged in your construction permit application for a located at 19094 WCR 40, Lasalle in Weld County, Colorado State. Your application has been given permit number 99WE0738, and is now ready for initial review. If you should have any questions concerning the status of your permit application, please call me at (303) 692-3202. When calling, it would be helpful, if you can reference the permit number listed above. The next step in processing your construction permit application is to determine if all the information we need is contained in your application. If so, we will begin our preliminary engineering analysis. If information is missing, I will contact you in the near future to obtain the needed material. State law requires that the Division determine the completeness of an application within 60 days of receipt. If you do not hear from the Division by November 13, 1999, you can assume that your application is complete. PLEASE NOTE: YOU CAN NOW READ YOUR PERMIT STATUS ON THE INTERNET"" It is now possible for your company to view the status of your air pollution construction permit application directly on the Internet. The Colorado Air Pollution Control Division is now providing construction permit status information on the World Wide Web. 123/0565/001 Envirocycle LLC Construction Permit Application No.: 99WE0738 Page 2 The information provided includes: Company name, air pollution source, permit number, application received date, application status, review engineer, and review engineer's phone number. Updates are provided at least once a week. You can access your permit status at the following address: http://www.state.co.us/gov_dir/cdphe_dir/ap/ss/sspcpt.html Sincerely yours, Sunday A. Fadeyi Engineer/Reviewer Stationary Sources Program Air Pollution Control Division 123/0565/001 STATE OF COLORADO COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT oF•cot. AIR POLLUTION CONTROL DIVISION TELEPHONE: (303) 692-3150 * c7 ;* *ins* CONSTRUCTION PERMIT PERMIT NO: 99WE0738 INITIAL APPROVAL DATE ISSUED: OCTOBER 21, 1999 ISSUED TO: Envirocycle THE SOURCE TO WHICH THIS PERMIT APPLIES IS DESCRIBED AND LOCATED AS FOLLOWS: Brine water disposal and oil recovery facility located at 19094 Weld County Road 40, Lasalle in Weld County, Colorado. THE SPECIFIC EQUIPMENT OR ACTIVITY SUBJECT TO THIS PERMIT INCLUDES THE FOLLOWING: Allied, propane fired, two stage heater treater for oil/water separation with associated water treatment and odor control system and three (3) 400 barrel and one (1) 300 barrel oil storage tanks. THIS PERMIT IS GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF THE COLORADO AIR QUALITY CONTROL COMMISSION AND THE COLORADO AIR QUALITY CONTROL ACT C.R.S. (25-7-101) et seq), TO THOSE GENERAL TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS: 1. Visible emissions shall not exceed twenty percent (20%) opacity during normal operation of the source. During periods of startup, process modification, or adjustment of control equipment visible emissions shall not exceed 30% opacity for more than six minutes in any sixty consecutive minutes. Opacity shall be measured by EPA Method 9. (Reference: Regulation 1, Section II.A.1.& 4.) 2. The permit number shall be marked on the subject equipment for ease of identification. (Reference: Reg. 3, Part B, IV.E.) (State only enforceable) 3. The manufacturer, model number and serial number of the subject equipment shall be provided to the Division prior to Final Approval. (Reference: Reg. 3, Part B, IV.E.) 4. Construction of this source must commence within 18 months of initial approval permit issuance date or within 18 months of date on which such construction or activity was scheduled to commence as stated in the application. If commencement does not occur within the stated time the permit will expire on APRIL 21, 2001 (See General Condition No. 6., Item 1 on the reverse side of the first page of this permit.) (Reference: Regulation 3, Part B, IV.G.4.) 123/0565/001 GENERAL TERMS AND CONDITIONS: (IMPORTANT! READ ITEMS 5.6.7 AND 8) 1. This permit is issued in reliance upon the accuracy and completeness of information suppliedby the applicant and is conditioned upon condict of the activity, or construction, installation and operation of the source, in accordance with this information and with representations made by the applicant or applicant's agents. It is valid only for the equipment and operations or activity specifically identified on the permit. 2. Unless specifically stated otherwise,the general and specific conditions contained in this permithave been determined by the APCD to be necessary to assure compliance with the provisions of Section 25-7-114.5(7)(a), C.R.S. 3. Each and every condition of this permit is a material part hereof and is not severable. Any challenge to or appeal of, a condition hereof shall constitute a rejection of the entire permit and upon such occurrence, this permit shall be deemed denied ab initio. This permit may be revoked at any time prior to final approval by the Air Pollution Control Division (APCD) on grounds set forth in the Colorado Air Quality Control Act and regulations of the Air Quality Control) Commission (AQCC), including failure to meet any express term or condition of the permit. If the Division denies a permit, conditions imposed upon a permit are contested by the applicant, or the Division revokes a permit, the applicant or owner or operator of a source may request a hearing before the AQCC for review of the Division's action 4. This permit and any required attachments must be retained and made available for inspection upon request at the location set forth herein. With respect to a portable source which is moved to a new location, a copy of the Relocation Notice (required by law to be submitted to the APCD whenever a portable source is relocated) should be attached to this permit. The permit may be reissued to a new owner by the APCD as provided in AQCC Regulation No. 3, Part B, Section 111.8. upon a request for transfer of ownership and the submittal of a revised APEN and the required fee. 5. Issuance(initial approval) of an emission permit does not provide "final" authority for this adivity or operation of this source. Final approval of the permit must be secured from the APCD in writing in accordance with the provisions of 25-7-114.5(12)(a) C.R.S. and AQCC Regulation No. 3, Part B, Section IV.H. Final approval cannot be granted until the operation or activity commences and has been verified by the APCD as conforming in all respects with the conditions of the permit. If the APCD so determines, it will provide written documentation of such final approval, which does constitute "final" authority to operate.Compliance with the permit conditions must be demonstrated within 180 days after commencement of operation. 6. THIS PERMIT AUTOMATICALLY EXPIRES IF you (1) do not commence construction or operation within 18 months after either the date of issuance of this permit or the date on which such construction or activity was scheduled to commence as set forth in the permit, whichever is later; (2) discontinue construction for a period of 18 months or more; or (3) do not complete construction within a reasonable time of the estimated completion date. Extensions of the expiration date may be granted by the APCD upon a showing of good cause by the permittee prior to the expiration date. 7. YOU MUST notify the APCD at least thirty days (fifteen days for portable sources) prior to commencement of the permitted operation or activity. Failure to do so is a violation of Section 25-7-114.51121(a), C.R.S. and AQCC Regulation No. 3, Part B, Section IV.H.1., and can result in the revocation of the permit. You must demonstrate compliance with the permit conditions within 180 days after commencement of operation as stated in condition 5. 8. Section 25-7-114.7(2)(a), C.R.S. requires that all sources required to file an Air Pollution Emission Notice (APEN) must pay an annual fee to cover the costs of inspections and administration. If a source or activity is to be discontinued,the owner must notify the Division in writing requesting a cancellation of the permit. Upon notification annual fee billing will terminate. 9. Violation of the terms of a permit or of the provisions of the Colorado Air Pollution Pevention and Control Act or the regulations of the AQCC may result in administrative, civil or criminal enforcement actions under Sections 25-7-115 (enforcement), -121 (injunctions), -122 (civil penalties), -122.1 (criminal penalties), C.R.S. COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT APCD 1100 202 9920104874 2 RHE 000039000 10211999 202001280 AIR POLLUTION PERMIT PROCESSING FEES INVOICE: 202001280 ATTN:JIM DANIEL PLEASE MAKE ANY ADDRESS ENVIROCYCLE, LLC CORRECTIONS ON REVERSE P.O. BOX 117 LASALLE CO 80645 AMOUNT DUE: $390.00 DETACH AND RETURN TOP PORTION WITH PAYMENT NOTE: FAILURE TO RETURN TOP PORTION OF INVOICE WITH EXACT PAYMENT MAY RESULT IN A DELAY OF CREDITING YOUR ACCOUNT AND MAY RESULT IN IMPROPERLY CREDITING YOUR ACCOUNT. PERMITTING FEE INVOICE THE FOLLOWING CHARGES HAVE BEEN INCURRED FOR THE PROCESSING OF PERMIT/APPLICATION# 99WE0738 . PURSUANT TO THE PROVISIONS SET FORTH IN THE COLORADO AIR POLLUTION PREVENTION AND CONTROL ACT,THE FOLLOWING FEES FOR PROCESSING,ADMINISTRATION,AND/OR ENFORCEMENT REGARDING THE AIR POLLUTION EMISSION PERMIT/APPLICATION SPECIFIED ABOVE ARE DUE.HOURLY PROCESSING FEES HAVE BEEN CALCULATED AT THE RATE OF$50.00/HOUR.OTHER ITEMIZED FEES MAY ALSO BE INCLUDED. YOUR AIR EMISSION PERMIT WILL BE ISSUED AS SOON AS PAYMENT IN FULL IS RECEIVED BY THE DIVISION, PLANT NAME: ENVIROCYCLE,LLC LOCATION: 19094 W.C.R.40 SOURCE DESCRIPTION: BILLING DATE: 10/21/1999 INVOICE NUMBER: 202001280 DUE DATE: 11/20/1999 EVENT DESCRIPTION HOURS/QTY AMOUNT INITIAL APPLICATION 7.80 $390.00 APEN FEES 1 $0.00 PUBLIC NOTICE FEES 0 $0.00 TOTAL ADJUSTMENTS $0.00 • CURRENT CHARGES: $390.00 1/4/111) P MAKE CHECK PAYABLE TO > COLORADO DEPARTMENT OF PUBLIC HEALTH&ENVIRONMENT APCD-SS-B1 4300 CHERRY CREEK DRIVE SOUTH DENVER,CO.80246-1530 INQUIRIES > (303)692-3210 Page 2 Colorado Department of Public Health and Environment Air Pollution Control Division Envirocycle Permit No. 99WE0738 Initial Approval 5. Emissions of air pollutants shall not exceed the following limitations (as calculated in the Division's preliminary analysis): (Reference: Regulation 3, Part B, III.A.4) Particulate Matter: 0.09 tons per year PM,0 (Particulate Matter<10 pm): 0.09 tons per year Nitrogen Oxides: 2.95 tons per year Volatile Organic Compounds: 6.28 tons per year Carbon Monoxide: 0.50 tons per year 6. This source shall be limited to a maximum raw material process rate or fuel use rate as listed below and all other activities, operational rates and numbers of equipment as stated in the application. Annual records of the actual consumption rate shall be maintained by the applicant and made available to the Division for inspection upon request. (Reference: Regulation 3, Part B,III.A.4) Processing and Production of brine shall not exceed 730,000 barrels per year. Consumption of propane fuel shall not exceed 310,047 gallons per year. 7. A revised Air Pollutant Emission Notice (APEN) shall be filed: (Reference: Reg.3, Part A,II.C) a. Annually whenever a significant increase in emissions occurs as follows: For any criteria pollutant: For sources emitting less than 100 tons per year, a change in actual emissions of five tons per year or more, above the level reported on the last APEN; or For VOC sources in ozone nonattainment areas emitting less than 100 tons of VOC per year, a change in actual emissions of one ton per year or more or five percent, whichever is greater, above the level reported on the last APEN submitted; or For sources emitting 100 tons per year or more, a change in actual emissions of five percent or 50 tons per year or more, whichever is less, above the level reported on the last APEN submitted; or A change in actual emissions, above the level reported on the last APEN submitted, of 50 pounds of lead. For any non-criteria reportable pollutant: If the emissions increase by 50% or five (5) tons per year, whichever is less, above the level reported on the last APEN submitted to the Division. b. Whenever there is a change in the owner or operator of any facility, process, or activity; or 123/0565/001 Page 3 Colorado Department of Public Health and Environment Air Pollution Control Division Envirocycle Permit No. 99WE0738 Initial Approval c. Whenever new control equipment is installed, or whenever a different type of control equipment replaces an existing type of control equipment; or d. Whenever a permit limitation must be modified; or e. No later than 30 days before the existing APEN expires. 8. This source is subject to New Source Performance Standards requirements of Regulation No. 6, Part 60, Subpart Kb, Standards of Performance for Volatile Organic Liquid Storage Vessels ((Including Petroleum Liquid Storage Vessels) for which Construction, Reconstruction, or Modification Commenced after July 23, 1984 including, but not limited to, the following: a. For tanks greater than 10567 gallons and less than 19813 gallons storage capacity, the source must maintain for the life of the source, records showing the dimension of the storage vessel and an analysis of the capacity of the storage vessel. b. Storage tanks greater than 19813 gallons storage capacity will be subject to additional provisions of this Subpart and will require modification of this permit. In addition, the following requirements of Regulation No. 6, Part A, Subpart A, General Provisions, apply. a. At all times, including periods of start-up, shutdown, and malfunction, the facility and control equipment shall, to the extent practicable, be maintained and operated in a manner consistent with good air pollution control practices for minimizing emissions. Determination of whether or not acceptable operating and maintenance procedures are being used will be based on information available to the Division, which may include, but is not limited to, monitoring results, opacity observations, review of operating and maintenance procedures, and inspection of the source. (Reference: Regulation 6, Part A. General Provisions from 40CFR60.1 1) b. No article, machine, equipment or process shall be used to conceal an emission which would otherwise constitute a violation of an applicable standard. Such concealment includes, but is not limited to, the use of gaseous diluents to achieve compliance with an opacity standard or with a standard which is based on the concentration of a pollutant in the gases discharged to the atmosphere. (§ 60.12) c. Written notification of construction and initial startup dates shall be submitted to the Division as required under § 60.7. d. Records of startups, shutdowns, and malfunctions shall be maintained, as required under § 60.7. A copy of the complete applicable Subpart(s) is attached. 123/0565/001 Page 4 Colorado Department of Public Health and Environment Air Pollution Control Division Envirocycle Permit No. 99WE0738 Initial Approval 9. Temperature in the preheater shall be maintained at 60 °F for optimum separation and minimum emissions. Records shall be maintained of the temperature and the time and date of temperature taken. Water temperature should be sampled daily at a minimum (Reference: Reg. 3, Part B, IV.E.). 10. Clarifying chemicals shall be added in the second stage of the preheater for removal of solids. Records shall be maintained of the quantities of chemicals added and time and date of chemical treatment (Reference: Reg. 3, Part B, IV.E.). 11. Water shall be relatively free of hydrocarbons and solids prior to discharge into storage ponds. Hydrocarbons and solids shall be tested monthly and records kept of the results to assure proper operation and maintenance of the system (Reference: Reg. 3, Part B, IV.E.). 12. Fluid shall remain 45 minutes in the first stage and 60 minutes in the second stage of the preheater for optimum removal of hydrocarbons and solids. An operation and maintenance plan to ensure optimum performance of the equipment shall be submitted prior to final approval (Reference: Reg. 3, Part B, IV.E.). 13. During discharge of water to the storage ponds an oxidizing agent shall be injected into the discharge line to facilitate the killing of and prevent the incubation of bacteria. Records shall be maintained of the quantities of oxidizing agent injected and duration of injection (Reference: Reg. 3, Part B, IV.E.). 14. Solids shall be circulated for 3 hours and treated with an oxidizing agent in the scrubber tank. An operation and maintenance plan for solids oxidation shall be submitted to ensure compliance with this requirement (Reference: Reg. 3, Part B, IV.E.). 15. This source is subject to the odor requirements of Regulation No. 2. (State only enforceable) 16. All previous versions of this permit are canceled upon issuance of this permit. 17. Within one hundred and eighty days (180) after commencement of operation, compliance with the conditions contained on this permit shall be demonstrated to the Division. It is the permittee's responsibility to self certify compliance with the conditions. Failure to demonstrate compliance within 180 days may result in revocation of the permit. (Information on how to certify compliance was mailed with the permit or can be obtained from the Division at 303-692-3209.) Sunday A. Fadeyi Dennis M. Myers .E. Permit Reviewer New Source Review Section Stationary Sources Program Air Pollution Control Division 123/0565/001 Page 5 Colorado Department of Public Health and Environment Air Pollution Control Division Envirocycle Permit No. 99WE0738 Initial Approval Notes to Permit Holder: 1). The production or raw material processing limits and emission limits contained in this permit are based on the production/processing rates requested in the permit application. These limits may be revised upon request of the permittee providing there is no exceedence of any specific emission control regulation or any ambient air quality standard. A revised air pollution emission notice (APEN) and application form must be submitted with a request for a permit revision. 2). This source is subject to the Common Provisions Regulation Part II, Subpart E, Upset Conditions and Breakdowns. The permittee shall notify the Division of any upset condition which causes a violation of any emission limit or limits stated in this permit as soon as possible, but no later than two (2) hours after the start of the next working day, followed by written notice to the Division explaining the cause of the occurrence and that proper action has been or is being taken to correct the conditions causing said violation and to prevent such excess emission in the future. 3). The emission levels contained in this permit are based on the following emission factors: Particulate Matter: 0.060 pounds per 1000 gallons of propane consumed PM,o (particles less than 10 microns): 0.060 pounds per 1000 gallons of propane consumed Nitrogen Oxides: 19.00 pounds per 1000 gallons of propane consumed Volatile Organic Compounds: 0.050 pounds per 1000 gallons of propane consumed Volatile Organic Compounds: 0.017 pounds per bbl of brine water processed. 4). This source is classified as a: Minor source. 123/0565/001 992914 PL1259 USR1198 CONTAINS SEVERAL PLATS - SEE FILE FOR ORIGINAL Hello