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Home My WebLink About1.0 ApplicationPRELIMINARY PLAN APPLICA nON FOR THE BIG R COMMERCIAL PARK SUBDIVISION GARFIELD COUNTY, COLORADO July 2004 RECEIVED JUL 1 9 2004 GAR fiELD COUNTY BUILD ING & PLANN ING GARFIELD COUNTY PRELIMINARY PLAN REQUIREMENTS BIG R COMMERCIAL PARK The following outlines each element of the subdivision regulations and notes generally where this information is found in the application: Regulation Description Location 4.50 Preliminar;r Plan Mal2 4.50 A Name of Subdivision Preliminary Plat 4.50 B Date, etc. Preliminary Plat 4.50 C Boundary & Legal Preliminary Plat 4.50 D Name of Owner, etc. Preliminary Plat 4.50 E Vicinity Map Preliminary Plat 4.50 F Adjacent Propel1ies Preliminary Plat 4.50G Lot Areas Preliminary Plat 4.50 I Setbacks Preliminary Plat 4.50 J Land Use Summary Preliminary Plat 4.50 K Existing Conditions Preliminary Plat 4.50L Common Open Space N/A 4.50 M Public Land Dedication N/A 4.50N Street Grades Engineering Plans No. 4-5 4.500 Existing Easements Preliminary Plat 4.60 Additional Information 4.60A Terms of Dedications Proposed Covenants 4.60 B Phasing N/A 4.60 C Evidence of Access State Driveway Permits 4.60D Off-Street Parking Preliminary Plat 4.60 E Soil & Topographic Hazards Geotechnical Report 4.60 F Radiation Hazard Radiation Hazard Report 4.60G Title Commitment Title Commitment 4.60H Section Subdivision N/A 4.70 SUl2l2lemental Information 4.70 A Geology Geotechnical Report 4.70B Soils SCS Maps & Tables 4.70A Geology Geotechnical Report 4.70 B Soils SCS Maps & Tables 4.70 C Vegetation Vegetation Plan 4.70D Wildlife Wildlife Report 4.80 Drainage Plan 4.80 A Existing Water Courses Engineering Plans Nos. 5-6 4.80 B Tributary Areas Drainage RepOli 4.80 C Tributary Flows Drainage Report 4.80D Design of Drainage Facilities Engineering Plans Nos. 5-6 4.90 Utility Plan 4.91 A Water Rights Water Supply Plan 4.91 B Central Supply N/A 4.91 C Existing System N/A 4.91 D Individual Supply Water Supply Plan 4.91 E Augmentation Supply Water Supply Plan 4.92A Public Sewer N/A 4.92B Central Treatment N/A 4.92 C Existing District N/A 4.92 D ISDS Wastewater Treatment Plan 4.92E ISDS Management Plan Wastewater Treatment Plan 4.93 Road & Utility Plans Utility Services Report Engineering Plans Nos. 2-4 4.94 Offsite Road Impact Fee N/A* * All access off of State Highway 6 & 24. APPLICATION / PROJECT DESCRIPTION GARF IE LD CO UN TY Building & Planning Department 108 8th St reet, Su it e 201 G lenwood Sp rin gs, Co lo rado 8160 1 Te lephone: 970.945.82 12 Facsimile: 970.384.3470 www.ga rfie ld-county.com Subdivision Application Form GENERAL INFORMATION (To b e comp leted by th e a pplica nt.) >-Subd ivision Name: BIG R CONNERCIAL PARK >-Type of Subdiv ision (check one o f the fo ll owi ng types): Sketch Plan ___ Preliminary Pla n x Final Plat __ _ >-Name of Property Owne r (Applicant): RIFL E SKI CORP . / [ilii"BERT REGULSKr >-Addre ss: P . O. Box 9 Telephone: (970) 625 -2410 >-Ci t y: __ -"R""if""l"'e'--____ State: co Zip Code: 81650 FAX: 625 24JO >-Name of Owne r's Representative, if a ny (Attorney, Planner, etc): (STUVER , LeMOINE & BURHELL , P .• C . >-Address: P. O. Box 907 Telephone: (970 L 625 -1887 >-Cit y: __ -,R:..::~=·fc:::l-",e _____ S tate: _C_O __ Zip Code: 81650 FAX: 625-4448 >-Name of Engin ee r: COLORADD RIVER ENGINEER-ING,-ING . >-Address: P .O. Bo x 1301 Telephone: 1(970) 625 -4933 >-City: ___ R",~"-,·f,,,l.::.e _____ State: _C_O __ Zip Code : 81650 FA X: ____ _ >-Na me of Surveyor: SURVCO, INC . l S ERELl'S >-Address: 6560 County Road 335, No.6 T e lephone: (9 7 0) 984 -39931 >-C ity: __ N_e_"_C_a_s _t_le ____ State: _c_o __ Zip Code: 81647 FAX : ____ _ >-Name of Pl an ne r: N/ A >-Address: _______________ T e lepho ne: _______ _ >-Ci ty: _________ S tate: ___ Zip Code: FAX: GENERA L INF ORMATI ON continued .. ;;. Location of Pr operty: Sect io n __ I:..:I=--_ Townsh ip _...:6-,,-S __ Range--'..9=-3 --'w'--__ >-Pract ical Location / Address of Pr oper t y: 28485 Highway 6 & 24, Rifle, CO 81650 :;-Current Size of Prop erty to be Subdivided (in acres): ,..;".3 .. 2_,_3_6---"=-=-_--:::----___ _ ;;. Number of Tracts / L ots Created within the Proposed Subd ivision: ..... ~10_~ ___ _ > Property Cu rr en t Land Use De sig nation: 1. Property's Current Zone District: Commercial t General 2. Comp re hens ive Pla n i'vla p Designation :..=c=o=mm=er"'c"'i;;a"'l=-_______ _ Proposed Utility Service: > Pr oposed Wa ter Sou rce: _______ I"'n:.;:d:.::i:.:v-=i.::.du::.:a::.:l=--=a.:.:n.::.d --,s::.:h.:::a:.::r.=e.::.d --":.:'e::l:.::l"'s ____ _ ;;. Proposed Method of Sewage Disposal: _I_S_D_S ______________ _ >-Proposed Pub li c Access VIA: _____ H~ig"-h-w-a-"-y-6-&-2-4----------- >-Easemen t s: Utility: ____________________ _ Ditch: ____ -,--_____ '-----________ _ >-Total Development A r ea (f ill in the app ropriate boxes be low): zoning re .00; Prelim Plan -$675.00; Final Plat -$200 on ____ _ >-Plat Review F ee (see attached fee schedule) 2 I. THE SUBDIVISION PROCESS In order to subdivide land in Garfield County, an Applicant is required to complete the following land use processes in the following order: 1) Sketch Plan Review Process, 2) Preliminary Plan Review Process, and 3) Final Plat Review Process. This section will briefiy describe the nature of each process and provide general direction including subdivision regulation citations to a potential applicant requesting subdivision approval in Garfield County. All of the Garfield County Zoning and Subdivision Regulations are located for purchase at the Planning Department and can also be found on the World Wide Web at the following address: http://www.garfield-county.com/buildingandplanning/index.htm A) The Sketch Plan Review (Section 3:00 of the Subdivision Regulations) 1. Purpose The purpose of the Sketch Plan process is to allow an individual an opportunity to propose a subdivision in a "sketch" format to the Planning Department and the Garfield County Planning Commission in order to obtain a cursory review for compliance with the County's land use review documents, regulations, and policies to identify any issues that would need to be addressed if the proposed subdivision were to be pursued. 2. Applicabilitv Any individual proposing a subdivision in Garfield County is required to complete the Sketch Plan review process as the first step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision (Section 2:20.48) as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple-dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements In order to apply for a Sketch Plan Review an Applicant is responsible for reviewing Section 3:00 of the Subdivision Regulations and providing enough information to the Planning Department in the application to conduct a thorough review and provide the [9sulting comments to the Planning Commission for their review and comments. Specifically, Section 3:30, 3:32, and 3:40 of the Subdivision Regulations contain the specific information required to be submitted to the Planning Department in order to satisfy the application requirements in addition to the information requested on this application form. 4. Process / Public Meeting The Sketch Plan review process is considered a 1-step process b"cause the application is reviewed only by the Planning Commission at a public meeting. In order to appear before the Planning Commission, an applicant will have sucmitted all required application submittal requirements mentioned above to the Planning Department Staff. Once submitted, Staff will have 15 working days to review the application to determine if all the required submittal information has been submitted as required. If Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." It is at this point Staff will also indicate when the application has been 3 scheduled to be reviewed before the Planning Commission and will request the applicant supply additional copies to provide the Commission for their review. If Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application to be "technically incomplete." The letter will also outline the applications deficiencies so that the applicant knows what additional information needs to be submitted. At this point, the applicant has 6 months (180 days) to provide the necessary information to the Planning Department to remedy the application so that it may be deemed technically complete. If the application has not been deemed technically complete within this time, the application will be terminated. Once the application has been deemed technically complete and a date has been established as to when the Planning Commission will review the application, Staff will conduct a land use revie't'/ of the application using· the County's land use regulatory documents including the Zoning Resolution, Subdivision Regulations, and the Comprehensive Plan of 2000. In addition, Staff will also consider referral comments provided from a variety of state and local agencies who may also review the application. As a result, Staff will write a Memorandum on the proposed subdivision to the Planning Commission containing the results on the land use analysis. This Memorandum will also be furnished in advance to the applicant. At the date and time set for the public meeting before the Planning Commission, Staff will present the findings in the Memorandum and the applicant will be required to present the proposed subdivision and respond to comments and questions provided by the Planning Commission. The comments provided to the Applicant by the Planning Department and the Planning Commission as a result of the Sketch Plan Process will be kept on file in the Planning Department for 1-year from the meeting date before the Planning Commission. If an Applicant does not submit a Preliminary Plan application to the Plani1ing Department within the 1-year timeframe, the Sketch Plan tile will be closed and the Applicant will need to reapply for a Sketch Plan review prior to a Preliminary Plan review. B) Preliminarv Plan Review (Section 4:00 of the Subdivision Regulations) 1. Purpose The purpose of the Preliminary Plan review process is to conduct a thorough review of the many aspects that are associated with dividing land in Garfield County for the purposes of residential, commercial, and industrial development. This is the most intensive review step where the Building and Planning Staff, the Planning Commission, and the Board of County Commissioners (BOCC) will conduct a thorough review of all the issues associated with the proposed subdivision against the County's regulatory requirements. Ultimately, the purpose of this process is to identify all the major issues in the proposed subdivision by using the County's Zoning Resolution, Subdivision Regulations, Comprehensive Plan of 2000, as well as other state and local referral agencies that will provide comments on any issues raised in their review. This is the process that will either approve or deny the application request. 4 2. Applicability Any.individual proposing a subdivision in Garfield County is required to complete the Preliminary Plan review process as the second and most intensive step in Garfield County's Subdivision process. More specifically, Garfield County defines a subdivision as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple-dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements In order to apply for a Preliminary Plan Review, an Applicant must have already completed the Sketch Plan review process addressed in Section 3:00 of the Subdivision Regulations. An applicant requesting Preliminary Plan review will be required to submit this application form, all the required submittal information contained in Sections 4:40 to 4:94 of the Subdivision Regulations as well as address all of the applicable Design and Improvement Standards in Section 9:00 of the Subdivision Regulations. In addition to the substantive submittal information related to the proposed subdivision project itself, an applicant is required to complete all the public notice requirements so that legal public hearings can be held before the Planning Commission and the BOCC which is addressed in Sections 4:20 -4:31 of the Subdivision Regulations. 4. Process / Public Hearinqs The Preliminary Plan review process is considered a 2-step process because the application is ultimately reviewed by two County decision-making entities during public hearings: the Planning Commission who makes a recommendation to the SOCC. In order to obtain dates for the public hearings before the Planning Commission and the BOCC, an applicant will have submitted all required application submittal requirements mentioned above to the Planning Department Staff. Once submitted, Staff will have 30 working days to review the application to determine if all the required submittal information has been submitted as required. . If Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." It is at this point Staff will also indicate when the application has been scheduled to be reviewed before the Planning Commission / BOCC. Additionally, Staff will provide the applicant with the notice forms to be mailed, published, and posted. If Staff determines that all the required information has not been submitted, a letter will be sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application to be "technically incomplete." The letter will also outline the applications deficiencies so that the 5 applicant knows what additional information needs to be submitted. At this point, the applicant has 6 months (180 days) to provide the necessary information to the Planning Department to remedy the application so that it may be deemed technically complete. If the application has not been deemed technically complete within this time, the application will be terminated. Once the application has been deemed technically complete and a date has been established as to when the Planning Commission / BOCC will review the application, Staff will conduct a land use review of the application using the County's land use regulatory documents including the Zoning Resolution, Subdivision Regulations, and the Comprehensive Plan of 2000. In addition, Staff will also consider referral comments provided from a variety of state and local agencies who may also review the application. As a result, Staff will write a Memorandum on the proposed subdivision to the Planning Commission / BOCC containing the results on the land use analysis. This Memorandum will also be furnished in advance to the applicant prior to the public hearings. As mentioned above, Staff makes a recommendation to the Planning Commission and the BOCC regarding the issues raised in the analysis of the proposed subdivision. The Applicant will first propose the subdivision to the Planning Commission who is responsible for making a recommendation of approval, approval with conditions, or denial to the BOCC. Next, the application will be reviewed by the BOCC during a regular public hearing. The BOCC will consider the recommendations from the Planning Staff and the Planning Commission, the information presented by the applicant, and the public. As a result, the BOCC is the final decision-making entity regarding the proposed subdivision and will either approve, approve with conditions, or deny the application. If the BOCC approves the subdivision application at the public hearing, the approval shall be valid for a period not to exceed one (1) year from the date of Board approval, or conditional approval, unless an extension of not more than one (1) year is granted . by the Board prior to the expiration of the period of approval. (See the specific infonmation provided in Section 4:34 of the Subdivision Regulations.) Following the hearing, Staff will provide a resolution signed by the BOCC which memorializes the action taken by the Board with any / all conditions which will be recorded in the Clerk and Recorder's Office. Once an applicant has Preliminary Plan approval, they are required to complete the third and final step in the County's Subdivision Process: Final Plat Review. C) Final Plat Review (Section 5:00 of the Subdivision Regulations) 1. Purpose The purpose of the Final Plat review process is to provide the applicant with a mechanism to prove to the County that all the conditions of approval required during the Preliminary Plan review process have been met / addressed to the satisfaction of the Planning Staff and the BOCC. This being the case, the chairman of the BOCC will 6 sign the Final Plat and have it recorded memorializing the subdivision approval granted by the BOCC, This is the last step in the County's subdivision process. 2. Applicability Any individual proposing a subdivision in Garfield County is required to complete the Final Plat review process as the third and last step in Garfield County's Subdivision process, More specifically, Garfield County defines a subdivision as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or the use of any parcel of land for condominiums, apartments or other multiple-dwelling units, as further defined by Colorado state law. 3. Application / Submittal Requirements In order to apply for a Final Plat review, an Applicant must have already completed the Preliminary Plan review process addressed in Section 4:00 of the Subdivision Regulations. An applicant requesting Final Plat review will be required to submit this application form, all the required SUbmittal information contained in Section 5:00 of the Subdivision Regulations and responses to all the conditions.of approval required as part of the Preliminary Plan review process. 4. Process The Final Plat review process is considered a 1-step process because the application is ultimately reviewed by the Building and Planning Staff and presented to the BOCC for their signature if the application satisfies all the required submittal information to the satisfaction of the Building and Planning Department. If Staff determines that all the required information has been submitted, a letter will be sent to the applicant indicating the application has been deemed "technically complete." It is at this point Staff will also indicate when the application has been scheduled to be presented to the BOCC for signature. (This is not a public hearing or meeting and therefore does not require public notice.) If Staff determines that all the required information has not been submitted, a letter will be' sent to the applicant indicating the application does not comply with the submittal requirements and therefore has determined the application to be "technically incomplete." The letter will also outline the applications deficiencies so that the applicant knows what additional information needs to be submitted. Once the application has been deemed technically complete and a date has been established as to when the BOCC will review the Final Plat, Staff will review the application / Final Plat in terms of adequacy to determine if all the submittal information satisfies the Final plat requirements as well as the responses to the conditions of approval. During this review, Staff will forward the Final Plat the County Surveyor for review and a signature. In the event there are additional questions or clarification issues to be addressed, the County Surveyor will generally contact the applicant to have the plat adjusted as necessary. Once, Staff has completed the review and all required information has been submitted to the satisfaction of the Planning Department 7 and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at the next SOCC meeting to be placed on the consent agenda with a request to authorize the Chairman of the SOCC to sign the plat. Once the Final Plat is signed, it is then recorded by the County Clerk in the Clerk and Recorder's Office for a fee of $11 for the first sheet and $10 for each additional sheet thereafter. This fee shall be paid by the applicant. This act of recording the signed Final Plat represents the completion of the Garfield County Subdivision Process. Please refer to the specific language in the Final Plat portion (Section 5:00) of the Subdivision Regulations for specific timelines and additional responsibilities required of the applicant to complete the Final Plat process. Please Note: This information presented above is to be used as a general guide for an applicant considering a subdivision in Garfield County. It is highly recommended that an applicant either purchase the Garfield County Zoning Resolution and Subdivision Regulations or access them on-line at: http://www.garfield-county.com/buildingandplanninglindex.htm in order to ascertain all the necessary requirements for each of the three steps including Sketch Plan Review, Preliminary Plan Review, and Final Plat Review. I have read the statements above and have provided the required attached information which i ry»t a d a Jte to tb best of my knowledge. ,£Lv /. (Signature ofapplican Last Revised: 11/21/2002 8 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT FEE SCHEDULE Garfield County, pursuant to Board of County Commissioners ("Board") Resolution No. 98-09, has established a fee structure CBase Fee") for the processing of each type of subdivision and land use applications. The Base Fee is an estimate of the average number of hours of staff time devoted to an application, multiplied by an hourly rate for the personnel involved. The Board recognized' that the subdivision and land use application processing time will vary and that an applicant should pay for the total cost of the review which may require additional billing. Hourly rates based on the hourly salary, and fringe benefits costs of the respective positions combined with an hourly overhead cost for the office will be used to establish the actual cost of County staff time devoted to the review of a particular project. Actual staff time spent will be charged against the Base Fee. After the Base Fee has been expended, the applicant will be billed based on actual staff hours accrued. Any billing shall be paid in full prior to final consideration of any land use permit, zoning amendment or subdivision plan. If an applicant has previously failed to pay application fees as required, no neVi or additional applications will be accepted for processing until the outstanding fees are paid. Checks, including the appropriate Base Fee set forth below, must be submitted with each land use application, and made payable t6 the ·Garfield County Treasurer. Applications will not be accepted without the required application fee. Base Fees are non-refundable in full, unless a written request for withdraw from the applicant is submitted prior the initial review of the application materials. Applications must include an Agreement for Payment Form ("Agreement") set forth below. The Agreement establishes the applicant as being responsible for payment of all costs associated with processing the application. The Agreement must be signed by the party responsible for payment and submitted with the application in order for it to be accepted. The complete fee schedule for subdivision and land use applications is attached. GARFIED COUNTY BUILDING AND PLANNING DEPARTMENT BASE FEES The following Base Fees shall be received by the County at the time of submittal of any procedural application to which such fees relate. Such Base Fees shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board for the consideration of any application or additional County staff time or expense not covered by the Base Fee, which have not otherwise been paid by the applicant to the County prior to final action upon the application tendered to the County. TYPE OF PROCEDURE Sketch Plan Preliminary Plan Final Plat Amended Plat Exemption from the Definition of Subdivision (SB-35) Land Use Permits (Special Use/Conditional Use Permits) • Administrative/no public hearing • Board Public Hearing only • Planning Commission and Board review & hearing Zoning Amendments • Zone District map amendment • Zone District text amendment • Zone District map & text amendment • PUD Zone District & Text Amendment • PUD Zone District Text Amendment Board of Adjustment • Variance • Int.erpretation Planning Staff Hourly Rate • Planning Director • Senior Planner • Planning Technician • Secretary County Surveyor Review Fee (includes review of Amended Plats, Final Plats, Exemption Plats) Mylar Recording Fee Page 2 BASE FEE $325 $675 + application agency review fees and outside consultant review fees, as authorized pursuant to the Regulations, such as the Colorado Geologic Survey $200 $100 $300 $250 $400 $525 $450 $300 $500 $500 $500 $250 $250 $50.50 $40.50 $33.75 $30 Determined by SurveyorS $11 -1" page $10 each additional page The following guidelines shall be used for the administration of the fee structure set forth above: I. All applications shall be submitted with a signed Agreement for Payment form set forth below. 2. County staff shall keep accurate record of actual time required for the processing of each land use application, zoning amendment, or subdivision application. Any additional billing will occur commensurate with the additional costs incurred by the County as a result of having to take more time that that covered by the base fee. 3. A_flY billings shall be paid prior to final consideration of any land use permit, zoning amendment, or subdivision plan. All additional costs shall be paid to the execution of the written resolution confirming action on the application. . 4. Final Plats, Amended or Corrected Plats, Exemption Plats or Permits will not be recorded or issued until all fees have been paid. 5. In the event that the Board determines that special expertise is needed to assist them in the review of a land use permit, zoning amendment, or subdivision application, such costs will be borne by the applicant and paid prior to the final consideration ofthe application. All additional costs shall be paid prior to the execution of the written resolution confirming action on the application. 6. If an application involves multiple reviews, the Applicant shall be charged the highest Base Fee listed above. 7. Types of "Procedures" not listed in the above chart will be charged at an hourly rate based on the pertinent plarming staff rate listed above. 8. The Planning Director shall establish appropriate guidelines for the collection of Additional Billings as required. 9. This fee structure shall be revised annually as part of the County budget hearing process. Page 3 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORly! (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and __ R_I_F_LE_S_K_I_C_O_R_P-,-o ___________ _ (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for BIG R COMMERCIAL PARK ________________ --:-___ (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because .of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the' full extent of the costs involved in processing the application. /\PPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT Robert Mo Regulski, President Print Name Mailing Address: Po 0 ° Box 9 Rifle, CO 81650 Page 4 OVERVIEW BIG R COMMERCIAL PARK SUBDIVISION PRELIMINARY PLAN APPLICATION PROJECT DESCRIPTION Big R Commercial Park Subdivision is a proposed la-lot commercial subdiv ision of a 32.36 acre parcel of property in unincorporated Garfield County. The parcel is located north of State Highway 6 & 24, approximately three miles east of Rifle and four miles west of Silt. The Inin im um 19t s ize within the subdivision wil l be .0 acr S, with lot s ranging from 8.9 1 to 2.0 acres . The parcel is z oned Commerc ial/Genera and commercial business are presently operated on approximate ly 8.25 acres. E x is1 in la nd uses surrounding the parcel consist of comme!:£illL. developments to the .ca s t a n~ west, agricultural uses border the south , and ag W;,ulturill/~esidential _ us es to the north. Surroundi i'i'g lands are zoned Commercial/Genera l to the east and west, Agricu ltural/Industria l to the south, and Agricultural/Residential/Rura l Density to the north. The parcel is located .. ~thi n the 3 ~Mile.St l dx Ar Rifl Comprehensive Plan and is identified as County Commercial. Garfield County's Comprehensive Plan Proposed Land Use Map for Study ~rea 3 SJ10WS C mmercia l d eve lopmeli t as the appropriate land use for the area. PH ASING The final plat of the subdivision will be comp leted in one phase. W AIER &. FIRE PRQ:r:ECT10N ,. The proposed water supp ly plan will utilize the existing water system supp li ed from Regulski Well No.2 to serve Lot 1. Individual wells will supply the remaining 9 Lots. The lega l supply for the water is provided by an ex ist in g augmentation plan for Regu lski Well No.2 as approved in Case No. 94CW003 , and by West Divide Conservancy District Water Allotment Contract No. 0405 1 8BRCP(a) for the individual wells on Lots 2 through 10. The Big R Lot Owners Association sha ll be responsible administe rin g the West Divide Contract. The Owner of Lot 1 will be responsible for the augmentation plan for Regulski Well No.2. A well test on Regulski Well No .2 shows a physical supply in excess of 25 gallons per minute at a depth of 57 feet. The physical yie ld is in excess of demands. Water quality tests on Regulski Well No.2 show bacteria and nitrate/nitrite level at less than health department guidelines. A water supply for fire protection purposes wi thin the subdivision is provided by a cistern located tC <- on Lot 9, water lin es, hydrants and other related faci liti es . The water supp ly for the c istern shall be ft ~O provided from the we ll permitted for Lot 9 in an amount of 0.55 acre-feet per year. The Big R Lot Ifv Owne rs Assoc iat ion s hall be re s pon s ibl e for maintaining the sys tem includin g, but not limited to , filling and mai nt a inin g the c is tern at a ll tim es. The owner of Lot 9 sha ll ha ve respon s ib ili ty for mainta inin g th e we ll from w hi c h the fire protection water is s uppli ed. Fire prot ec tion se r vice are pro v ided b y th e Rifle Fire Protec ti o n Di s trict. S E W E R The se wage sys te m for each Lot will be tlu·ough individual sewage dispo sal system (lS D S). The lot s ize w ill provide adequate space for a se ptic tank and leac h field on each s ite and fo r approp riat e se para tion from the potable water s uppl y fo r eac h lot. Percolation te s tin g was conducted by Co lo rad o River Enginee rin g at five profil e pit locations across th e parcel a nd d e mon s tra te the co mpatibility of IDSD sys tems on th e prop e rl y. DRA IN A GE T he draina ge plan for th e parcel co ns is ts of th e use of the exist in g li ve cu lve rt s as we ll as in s tallation of four new interna l c ul verts, re te ntion pond s along Lots 2 through 8 and vario us inte rnal dr a in age c hann e ls created by swales a long Lots 2 through 9. The drain age pl an is des ig ne d to handl e a I DO-year storm event gene ra tin g 2 .4 in ches of rainfall in a 24 hour peri o d. SQILS & G EOLO G Y The Soil Co nse rvation Service mapping id e ntifi es a so il type o f 40 Kim Loa n (3-6%) s lopes . The inte rpr etati on tables indicate that thi s so il typ e exh ibits s light to mode rate limitation for buildin g s ite deve lopment a nd sanitary facilitie s. A geotec lUlic al s tud y conducted by Hepwort h-P aw lak te s te d the s ub s urface co ndition s on th e property to determine th e allowable bea rin g capac it y for future com m e rc ia l buildings and to exam in e any s pecial co ndit9ion s prese nt in th e so il s. The des ig n reco mmendati o ns for the future commerc ia l buildings are for s pre ad footin gs o n natural s ubs oil s w ith a n a ll owab le bearin g pressur e of I ,50 0 to 2,500 p s f. Slab-on-grade co ns tructio·n is feas i ble wi th fl oo r s lab se paration from bearing w a ll s and co lumn s w ith expan sion joints. Othe r reco mm e ndations in c lud e unde rdrain systems and pos iti ve s urfa ce drainage to prevent overwetting of so il s a nd found ation s . RADlATIO.N!HAZARDS No radi a tion ha za rds are present. 'V E G ETAT IO N & WILDLIF E A re port by the Co lorado Di v is io n of Wildlife (DOW) notes that th e s it e is s urround ed by o ther deve lopment and is heavily used b y ve hicl e and human traffi c . The DOW a lso stat es th a t, a l t h o ugh th e fi e ld in the northwe s tern portion of th e property probably provid es habitat for a few s mall ma mmal spec ies, the propo se d deve lop me nt w ill not adve rs ely impact wildli fe. The prop erty co nt ai n s esse nti a ll y no nat ive vege tati o n. The Bi g R Lot Ow ners Associat ion and the indi v idua l Lot Owners w ill imp lement and fo ll ow a program o f no x io us weed m anagement a ime d a t the co nt ro l and e limination of pl a nt spec ies included on the attached Gar fi e ld Co unty Noxious Weed L is t. Eac h Owner s ha ll impl e me nt a weed m a nagement program wi thin th e a rea of hi s Lot. In the eve nt a Lo t Owner fails to effectively control nox io u s wee d s on his Lot , the Assoc iation shall have th e ri g ht to e nter upon the Lot and conduct a weed co ntrol program. TRAFFI C & A:CC ~SS Vehicu la r access t o th e Lots will be via a 60 -foot publi c right-of-way. The Co lo rado Department of Transportation ha s is s ue d a co mm e rcia l use access p ermit for thi s ri g ht-of-way onto State Highway 6 & 24. The ri g ht-of-way will e nd in a 75-foot radiu s cu l-de-sac. An E m e rge ncy In g ress / Egress for eme rge n cy ve hicl es on ly wi ll se rve as an access point to Co unt y Road 22 1 n orth o f the ri ght-of way. T h e ri g ht-of-way w ill be de di cated to Ga rfield Count y a nd maintained by th e Lot Owne rs Assoc iat ion. Access to Lot I a lso w ill be ava ilable tlu'ough t wo pre-exi stin g access points off of S ta te Hi gh way 6 & 24. One of the access po ints to Lot 1 was pe rmitt ed in 1999 a nd th e o the r access point is a hi s toric dri veway w hi c h ha s been in continuous use for decades. Because a ll access to the s ubdi vis ion w ill be v ia State Hi ghway 6 & 24, there w ill be no dire ct J/O (p imp act to any Co unty roads. A ny imp ac ts to S tat e Hi g hway 6 & 24 wo uld be addressed tlu'ough 6~ . COOT. According ly, no traffic s tudy is n ecessa ry. ;r..-~ UTI LITIES E lect ri c, natural gas, and te lep hone se rvice a re c urre ntl y locate d o n th e p arce l. E lec tri c and natural gas se rvice is pro v id e d b y Public Service of Co lo rad o. Telep hone and cab le service is provided by U.S. West. A Uti lity Plan fr om Co lorad o River E ng in ee rin g id entifi es th e ex is tin g utility conditions as we ll as th e proposed e le ctri c and natural gas facility locations p er Xce l E ne rgy. Telephone a nd cab le se rvices w ill be in s tall ed w ithin th ese easeme nt s LEGAL DESCRIPTION PROPERTY DESCRIPTION A TRACT OF LAND SITUATED IN SECTION 11, TOW'NSHIP 6 SOUTH, RANGE 93 W'EST OF THE 6 TH P,M" COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOW'S, BEGINNING AT THE SDUTHW'EST CORNER OF THE SEl/4NElI4 OF SAID SECTION 11; THENCE S,89'40'36'E. 300,83 FEET; THENCE S.63'43'02'\.,I. 1337.91 FEET; THENCE N.00'12'00'W'. 597.08 FEET; THENCE S.89'48'45'E. 104,57 FEET; THENCE N,00'21'56'E. 1318.18 FEET; THENCE S.89'52'06'E. 793.77 FEET; THENCE S.00'15'20'W'. 1318,95 FEET TO THE POINT OF BEGINNING. SAID TRACT OF LAND' CONTAINING 32,31 ACRES, MORE OR LESS. TITLE COMMITMENT Commonwealth Title Company of Garfield County, Inc. Date: November 24,2003 To: Stuver & LeMoine P.O. Box 907 Rifle CO 81650 Attn: \.f)~Ul.l.; Phone: 970·625·1887 Fax: 970·625·4448 127 E. 5th Street 1 P.O. Box 352 Rifle, CO 81650 Phone (970) 625-33001 Fax (970) 625-3305 803 Colorado Avenue Glenwood Springs, CO 81601 Phone (970) 945-44441 Fax (970) 945-4449 Re: A Purchaser To Be Determined / Rifle Ski Corporation Thank you for your order. Enclosed please find the following in connection with our File No. 0311047: o Commitment o Title Policy o Endorsement o Tax Certificate o Other Copies Sent To: COMMITMENT FOR TITLE INSURANCE SCHEDULE A File No. 0311047 1. Effective Date: November 20, 2003 at 7:59 AM 2. Policy or Policies to be issued: (a) ALTA OWNER POLICY (ALTA 10-17-92) Proposed Insured: A Purchaser To Be Determined (b) ALTA LOAN POLICY (10-17-92) Proposed Insured: 3. The Estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and is at the effective date hereof vested in: Rifle Ski Corporation 4. The land referred to in this Commitment is situated in the County of Garfield, State of Colorado and described as follows: See Attached Exhibit "A" TITLE CHARGES Owner's Policy Standard Coverage $TBD COUNTERSIGNED: Q&\;,--1R if:mQO American Land Title Association Schedule A (Rev'd 6·86) Authorized Officer or Agent jg Valid Only if Schedule B and Cover Are Attached Issuing Agent: Commonwealth Title Company of Garfield County, Inc. 127 East 5th Street Rifle, CO 81650 File No. 0311047 PARCEL 1 EXHIBIT nAn LEGAL DESCRIPTION A tract of land situated in the NW1/4SE1/4 of Section 11. Township 6 South, Range 93 West of the 6th P.M., Garfield County, Colorado, lying Northerly of the Northerly right of way of Highway 6 and 24 and being more particularly described as follows: Beginning at a point on the North line of said NW1/4SE1/4 from which the East % corner of said Section 11 bears South 89"48'45" East a distance of 2018.77 feet, said East % corner being rnonurnented with a standard monument and brass cap, P.L.S. #9009; then along said Northline North 89"48'45" West a distance of 199.64 feet; then departing said North line South 00"12'00" East a distance of 597.08 feet to the said Northerly right of way; then along said Northerly right of way North 63"43'00" East a distance of 320.30 feet; then departing said Northerly right of way North 18"06'30" West a distance of 141.05 feet; then North 10"00'01" West a distance of 192.43 feet; then North 05"23'40" West a distance of 131.60 feet to THE POINT OF BEGINNING. PARCEL 2 The East one-half of a parcel of land situated in the Southwest One-Quarter of the Northeast One-Quarter (SW1/4NE1/4) of Section 11, Township 6 South, Range 93 West of the Sixth Principal Meridian, more particularly described as follows: Beginning at the East Quarter Corner of said Section 11; a sandstone found in place; thence North 89"43'19" West 2635.27 feet along the southerly line of the Northeast One-Quarter of Section 11 to the TRUE POINT OF BEGINNING; thence North 00"27'51" East 1317.81 feet along the westerly line of the Southwest One-Quarter of the Northeast One-Quarter (SW1/4NE1/4) of Section 11; thence South 89"47'15" East 1045.29 feet along the northerly line of the Southwest One-Quarter of the Northeast One-Quarter (SW1/4NE1/4) of Section 11; thence South 00"21 '43" West 1319.00 feet and parallel to the Easterly line of the Southwest One-Quarter of the Northeast One-Quarter (SW1/4NE1/4) of Section 11; thence North 89"43'19" West 1047.64 feet along the southerly line of the Southwest One-Quarter of the Northeast One-Quarter (SW1/4NE1/4) of Section 11 to the TRUE POINT OF BEGINNING. PARCEL 3 A tract of land situated in the NW1/4SE1/4 of Section 11, Township 6 South, Range 93 West of the 6th P.M., Garfield County, Colorado, lying Northerly of the Northerly right of way of Highway 6 & 24, and being more particularly described as follows: Beginning at a point on the North line of said NW1/4SE1/4 from which the East % Corner of said Section 11 bears South 89"48'45" East a distance of 1015.31 feet, said East % Corner being monumented with a standard monument and brass cap, P.L.S. #9009; then along said North line North 89"48'45" West a distance of 1003.46 feet; then departing said North line South 05"23'40" East a distance of 131.60 feet; then South 10"00'01" East a distance of 192.43 feet; then South 18"06'30" East a distance of 141.05 feet to the said Northerly right of way; then along said Northerly right of way North 63"43'00" East a distance of 1019.20 feet to the POINT OF BEGINNING. TOGETHER WITH AN EASEMENT appurtenant to the S1/2NE1/4, Section 11, Township 6 South, Range 93 West of the 6th P.M., for the purpose of ingress/egress and utilities, said easement being 25.00 (twenty-five) feet in width lying West of and parallel to the following described courses, said easement being situated in then W1/4SE1/4 of Section 11, Township 6 South, Range 93 West of the 6th P.M., Garfield County, Colorado, said easement being more particularly described as follows: Beginning at a point on the Northerly right of way of Highway 6 and 24 from which the East % corner of said Section 11 bears North 76"56'02" East a distance of 1980.40 feet, said East % corner being monumented with a standard monument and brass cap P.L.S. #9009; then North 18"06'30" West a distance of 141.05 feet; then North 10"00'01" West a distance of 192.43 feet; then North 05"23'40" West a distance of 131.60 feet to the North line of said NW1/4SE1/4, the point of terminus of said easement. PARCEL 4 The East 270 feet of the SW1/4NE1/4 of Section 11, Township 6 South, Range 93 West of the 6th P.M. File No. 0311047 SCHEDULE B -SECTION 1 The Following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted. all documents must be recorded to the office of the Clerk and Recorder of the County in which said property is located. 1. Warranty deed from Rifle Ski Corporation vesting fee simple title in A Purchaser To Be Determined. Note: When the details of this transaction are revealed. the Company reserves the right to make additional requirements and/or exceptions. NM6 American Land Title Association Commitment Schedule B -Section 1 -Form 1004-5 File No. 0311047 SCHEDULE B • SECTION 2 Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the company: 1. Rights or claims of parties in possession not shown by the Public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the premises would disclose, and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. DeFects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. Any lien or charge on account of the inclusion of subject property in an improvement district. 8. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. THE FOLLOWING AFFECT PARCEL 1 9. Right of the proprietor of a vein or lode to extract and remove h'ls ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded October 29,1900 in Book 12 at Page 545. 10. Reservation of all minerals and mineral rights, including oil and gas, on and in connection with said lands as reserved by Helen H. Carroll formerly Helen H. Wilson and formerly Helen Hickox, Frank A. Conner and Marie Chenoweth in deed recorded January 19, 1968 in Book 391 at Page 479 and any and all interests therein or aSSignments thereof. 11. Terms and conditions of Special Use Permit recorded November 17,1987 in Book 724 at Page 532. 12. Terms and conditions of resolution No. 92-031 concerning the approval of a zone district amendment recorded April 14, 1992 in Book 828 at Page 496. 13. Non-exclusive easement granted to Public Service Company of Colorado in instrument recorded June 6, 1995 in Book 943 at Page 189. 14. Reservation of an ingress and egress easement as reserved by Rifle Ski Corporation in deed recorded October 8, 1996 in Book 995 at Page 419. 15. Deed of Trust from Robert M. Regulski to the Public Trustee of Garfield County for the use of Norwest Bank Colorado showing an original amount of $475,000.00 dated November 10,1998 and recorded December 7,1998 in Book 1102 at Page 454. 16. Deed of Trust from Robert M. Regulski to the Public Trustee of Garfield County for the use of Fred McNeal showing an original amount of $40,000.00 dated April 3, 1998 and recorded April 7, 1998 in Book 1061 at Page 742. THE FOLLOWING AFFECT PARCEL 2 17. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded July 14, 1939 in Book 73 at Page 207. (Continued) NOTE: EXCEPTION(S) N/A WILL NOT APPEAR IN THE TO BE ISSUED HEREUNDER. The Owner's Policy of Title Insurance committed for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule B -Section 2, the following items: (1) The Deed of Trust, if any, required under Schedule B -Section 1. (2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales. American Land Title Association Commitment Schedule B -Section 2 Form 1004-12 File No. 0311047 18. Right of way for County Road No. 221. SCHEDULE B -SECTION 2 (Continued) 19. Terms and conditions of Garfield County Resolution No. 81-198 providing for an exemption from the Garfield County Subdivision regulations as more part'lcularly described in the resolution recorded June 30, 1981 in Book 575 at Page 748. 20. Terms and conditions of Garfield County Resolution No. 92-031 providing for a zone district amendment as described in the resolution recorded April 14, 1992 in Book 828 at Page 496. 21. Terms and conditions of Oil and Gas Lease by and between Alex C. Urquhart and Velma Urquhart, as Lessors, and Mobil Oil Corporation, as Lessee, recorded December 21, 1990 in Book 795 at Page 671, and any and all interests therein or assignments thereof. 22. Easement and right of way for any existing irrigation ditches, laterals, canals or pipelines. 23. Reservation of rights of way for existing irrigation ditches as described in deed recorded January 6, 1995 in Book 927 at Page 790. 24. Terms and conditions of Garfield County Resolution No. 99-106 concerning an zone district amendment recorded October 6, 1999 in Book 1154 at Page 69. 25. Deed of Trust from Scott Brynildson and Robert M. Regulski to the Public Trustee of Garfield County for the use of Alex C. Urquhart and Velma Urquhart showing an original amount of $140,000.00 dated January 4, 1995 and recorded January 6, 1995 in Book 927 at Page 712. THE FOLLOWING AFFECT PARCEL 3 26. Right of the proprietor of a vein or lode to extract and remove his are therefrom, should the same be found to penetrate or intersect the premises hereby granted, and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded October 29, 1900 in Book 12 at Page 545. 27. Reservation of all minerals and mineral rights, including oil and gas, on and in connection with said lands as reserved by Helen H. Carroll formerly Helen H. Wilson and formerly Helen Hickox, Frank A. Conner and Marie Chenoweth in deed recorded January 19, 1968 in Book 391 at Page 479 and any and all interests therein or assignments thereof. 28. Terms and conditions of Special Use Permit recorded November 17, 1987 in Book 724 at Page 532. 29. Terms and conditions of resolution No. 92-031 concerning the approval of a zone district amendment recorded April 14, 1992 in Book 828 at Page 496. 30. Non-exclusive easement granted to Public Service Company of Colorado in instrument recorded June 6, 1995 in Book 943 at Page 189. 31. Deed of Trust from Rifle Ski Corporation to the Public Trustee of Garfield County for the use of Regional Bank of Colorado showing an original amount of $354,244.75 dated May 7,1996 and recorded May 10, 1996 in Book 977 at Page 758 and as amended December 7, 1998 in Book 1102 at Page 451. THE FOLLOWING AFFECT PARCEL 4 32. Right of the proprietor of a vein or lode to extract and remove his are therefrom, should the same be found to penetrate or intersect the premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded July 14,1939 in Book 73 at Page 207. 33. Right of way for a County Road along the northerly line of subject property. 34. Deed of Trust from Robert Regulski and Rifle Ski Corporation to the Public Trustee of Garfield County for the use of George D. Green and Ardis A. Green showing an original amount of $135,000.00 dated April 19, 1996 and recorded April 22, 1996 in Book 974 at Page 808. THE FOLLOWING AFFECT PARCELS 1, 2 3 AND 4 35. Deed of Trust from Rifle Ski Corporation to the Public Trustee of Garfield County for the use of Wells Fargo Bank West, NA, showing an original amount of $484,000.00, dated October 19, 2000 and recorded October 27, 2000 in Book 1214 at Page 664. INFORMATIONAL NOTES This is 10 advise that COMMONWEALTH TITLE INSURANCE COMPANY makes available to its prospective insured owners, in conjunct'lon with their COMMONWEALTH TITLE INSURANCE COMPANY policy covering a single family residence, including a condominium or townhouse unit, protection against mechanics' liens. This protection is not automalic nor given in all cases, but is subject to the Company's underwriting requirements, and does not cover those liens which arise out of work contracted for or entered into at the request of the insured owner. These underwriting requirements include, but may not be limited to, the following: 1. Receipt by the Company of agreement(s) indemnifying it for any loss resulting from its granting of lien protection, executed by the seller, contractor or others who might have incurred debts which could result in mechanics' liens; 2. Information concerning the solvency and whereabouts of the parties set forth in Item No.1, possibly including financial statements; 3. Evidence of payment of any bills which might have been incurred for work done on the property, depending upon the length of time elapsed since the last work was completed and what remains to be done; 4. In the event of extensive recent constructions, whether on all the improvements located upon the property or not, additional items required may include: (a) the Company's review of the owner's and/or builder's history relative to construction projects previously completed or presently under construction; (b) review of the construction loan agreement if applicable; (c) review of any performance or materialmen's bonds concerning this construction, if applicable; (d) payment of the appropriate charge for mechanics' lien protection during construction, if applicable. This is also to advise that, pursuant to Regulation of the Colorado Insurance Commissioner, every title entity shall be responsible for all mailers which appear of record prior to the time of recording, and subsequent to the effective date of the commitment, whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed. This does not include those matters created, suffered, assumed or agreed to by the insured. The prospective insured is advised to inquire of the closing entity as to whether it is an office of COMMONWEALTH TITLE INSURANCE COMPANY or is an independent agent which will be the responsible entity relative to the closing only. NOTICE If Schedule B of your commitment for an owner's title policy reflects an exception for mineral interests or leases, pursuant to CRS 10-11-123 (HB 01-1088), this is to advise: a) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other m'lnerals, or geothermal energy in the property; and b) That sllch mineral estate may include the right to enter and use the property without the surface O\\11Cr'S permission. Pursuant to Senate Bill 91-14 (CRS 10-11-122) Notice is hereby given that: a) The subject real property may be located in a special taxing district: b) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent; c) Information regarding special distr'lcts and the boundar'les of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. NOTE: A Tax certificate will be ordered from the County Treasurer by the Company and the costs therefore charged to the proposed insured unless written instructions to the contrary are received by the company prior to the issuance of the Title Policy anticipated by this commitment. COMMITMENT FOR TITLE INSURANCE Issued by Commonwealth Land Title Insurance Company IrA. ~ LandAmerica _ Commonwealth Commonwealth Land Title Insurance Company is a member of the LandAmerica family of title insurance underwriters. Commonwealth Land Title Insurance Company, a Pennsylvania corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon paymenl of the premiums and charges Iherefor; all subjecllo Ihe provisions of Schedules A and Band 10 Ihe Condilions and Slipulalions hereof. This Commilment shall be effective only when Ihe idenlily of Ihe proposed Insured and the amounl of Ihe policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate 120 days after the eHective date hereof or when the policy or policies committed for shall be issued, whichever firsl occurs, provided that the failure to issue such policy or policies is not the fault of the company. IN WITNESS WHEREOF, COMMONWEALTH LAND TITLE INSURANCE COMPANY has caused its corporale name and seal to be hereunto affixed by its duly authorized officers, the Commitment to become vaJid when countersigned by an authorized officer or agenl of the Company. COMMONWEALTH LAND TITLE INSURANCE COMPANY By: President Secretary Conditions and Stipulations 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest Of mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail 10 disclose such knowledge 10 Ihe Company in wriling, Ihe Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge 10 Ihe Company, or if Ihe Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company al ils oplion may amend Schedule B of Ihis Commilmenl accordingly, bul such amendmenl shall nol relieve the Company from liabilily previously incurred pursuanllo paragraph 3 of these Condilions and Slipulalions. 3. Liabilily of Ihe Company under Ihis Commilmenl shall be only 10 Ihe named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good failh (a) 10 comply wilh Ihe requiremenls hereof, or (b) 10 eliminale exceptions shown in Schedule B, or (c) 10 acquire or creale the eslale or inleresl or mortgage Ihereon covered by this Commilmenl. In no evenl shall such liabilily exceed Ihe amount slaled in Schedule A for Ihe policy or policies com milled for and such liabilily is subject to the insuring provisions, Ihe Condilions and Stipulalions, and Ihe Exclusions from Coverage of Ihe form 01 policy or policies com milled for in favor of the proposed Insured which are hereby incorporaled by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject 10 the provisions of this Commitment. PA3 ALTA Commitment -1966 Cover Page Form 1004-8 ORIGINAL MINERAL RIGHTS OWNERS AND PROPERTY OWNERS WITHIN 200 FEET MINERAL OWNERS OF RECORD As to the pOliion of the property in the NW1I4 SE1I4 of Section 11, Township 6 South, Range 93 W of the 6th P.M.: HELEN H. CARROLL, formerly HELEN H. WILSON and formerly HELEN HICKOX, FRANK CONNER, and MARIE CHENOWETH 44 Apple Drive New Castle, CO 81647 As to the remainder of the propeliy: RIFLE SKI CORP. P.O. Box 9 Rifle, CO 81650 CDMMON WEALTH TITLE NC'.1765 P 2/3 OWNER'S WITIDN 200 FEET FOR PROPERTY OWNED BY RIFLE SKI CORP. PETH HOLDINGS LIMITED PARTNERSHIP 602 E. 15 TH STREET CHEYEl\'NE, WY 82001 2177-111-00-474 (SECTION II, T\lIN 6, RNG 93) SCOTT BRYNILDSON AND LINDA BRYNILDSON 1831 RAfLROAD A YENUE RIFLE, CO 81650 2177-111-00-357 (SECTION 11, TWN 6, RNG 93) PAUL B. LUGINBUHL AND JIM E. LUGINBUHL P.O. Box 950 BASALT, CO 81621 2177-111-00-481 (SECTION II. TWN 6, RNG 93) ARDIS A. GREEN 603 COUNTY ROAD 221 RIfLE, CO 81650 2177-111-00-343 (SECTION 11, TWN 6, RNG 93) RICHARD N. CASEY P.O. BOX 1815 RIFLE, CO 81650 2177-113-00-298 (SECTION 11, lWN 6, RNG 93) 2177-111-00-390 (SECTION II, T\lIN 6, RNCi 93) UNITED FAMILY LIMITED PARTNERSHIP 2406 E. ENCANTO MESA, AZ 85213 2177-113-00-084 (SECTION 11, TWN 6, RNG 93) ROARING FORK RECLAMATION, LLC PO.Box 1220 CARBONDALE, CO 8 J 623 2177-112-00-292 (SECTION 11, T\lIN 6, RNG 93) MARYL, STEPHENS ANO TERRY STEPHENS 28239 HIGHWA Y 6 RIFLE, CO 81650 2177-114-00-087 (SECTJOK 11, T\VN 6, RNG 93) 1 COMMeN WEALTH TITLE WESTERN SLOPE DEVELOPMENT CORP. 0836 COC;NTY ROAD210 RiFLE, CO 81650 2177-113-01-006 (POWERUNE PROfESSIONAL PARK 113, LOT 6) 2177-113-01-007 (POWERLlNE PROFESSiONAL PARK 113. LOT 7) 2177-113-01-008 (POWERLINE PROFESSIONAL PARK 113, LOT 8) WilUAM H. DUBOIS AND DONNA M. DUBOIS 405 MfD VALLEY DRIVE N"EW CASTLE, CO 81647 2177-111-00-359 (SecTIoN 11, TWN 6, RNG 93) KENNETH CHAMBERS, P.URICiA CHAMBERS AND FLINT CHAMBERS P.O. Box 1092 RIFLE, CO 81650 2177-114-00-294 (SECTION 11, 111m 6, RNG 93) FUNT CHAMBERS P.O. Box 1092 RIFLE, CO 81650 2177-1 14-00-305 (SECTION II, TWN 6, RNG 93) YVONNE D. CHAMBERS 28580 HIGHWAY 6 RIFLE, CO 81650 2177-114-00-452 (SECTION 11, 1WN6, RNG 93) CHARLES E. GRIFFIN AND VIViAN J. GRIFFIN 3925 COUNTY ROAD 233 RIFLE, CO 81650 2177-112-00-494 (SECTION 11, TWN 6, RNG 93) No.1765 P 3/3 2 W ATER SUPPLY PLAN ~ COLORADO ".;:-.., RIVER ...., a ENGINEERING, INC. Rifle Ski Corp. cia Robe11 M. Regulski PO Box 9 Rifle, Colorado 81650 July 6, 2004 RE: Big R Commercial Park -Water Supply Plan Dear Bob: P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. (CRE) has prepared the following letter report summarizing the water supply plan for the proposed Big R Commercial Park subdivision (Big R). The purpose of the plan is to assist with water supply development during the Garfield County subdivision process. The ~roject consists of 32.3 acres in Section II, Township 6 South, Range 93 West of the 6'1 PM. The proposed subdivision will consist of 10 commercial lots. The address of the property is 28485 Highway 6 & 24, approximately 3 miles east of Rifle, Colorado. The existing six buildings on the property, located on what will become Lot I, are currently provided water service from two wells. The primary well is the off site Regulski Well No.2, registered under permit 051461-F. The Regulski Well No.2 was decreed for 20 gallons per minute (gpm) and covered under a plan for augmentation in case 94CW3 (attached). The Regulski Well No.2 is also operated under a shared well agreement with neighboring prope11Y owners, with Big R prorate entitlement of 311 Oths. A second un decreed well on lot lOis attached to the water system and should be removed and made available to the future owner of Lot 10. The water supply plan will utilize the Regulski Well No.2 to continue to supply water to Lot I. The remaining 9 Lots are proposed to be supplied by individual wells to be constructed on each lot by the future lot owner. Our review and analysis has shown that groundwater of sufficient physical supply and quality is available to the project. Legal supply is provided by the existing weIl permit for Lot I and a West Divide water contract for the remaining lots. The attached Figure I shows the property location and existing or proposed wells. The final Plat for the project should show an easement for the existing water system crossing Lot 10 and serving Lot I. Water Rights -Legal Supplv The Regulski WeIl No.2 is currently decreed under a court approved augmentation plan. The remaining wells are to be augmented pursuant to water Contract No. 040518BRCP(a) obtained from the West Divide Water Conservancy District (attached). The property is located within area "A" of the districts service boundaries. Area A is covered under a temporary substitute water supply plan approved by the Colorado Division of Water Resources. The substitute supply plan enables the contractee to obtain well pem1its pursuant to the water amounts covered in the water contract. The existing court decree and the water contract provide the legal supply for the development. The contract should be held by the business owner association and entitles each lot owner a predetermined maximum water usage. The water contract limits are 12-wells and 10.0 acre-feet of depletions with a reservoir release conveyance loss of 1.0 acre-feet. The number of wells and permitting limits can be adjusted as long as the contract amounts are not exceeded. This will allow an owner of multiple lots the flexibility to develop a well program specific to their needs. The water contract has also been estimated conservatively high to include Lot I water demands. This will allow the Lot 1 owner to obtain a well permit for an individual well (or wells) in the event separation from the shared Regulski Well No.2 is desirable. Water demands Water demands are difficult to estimate for commercial lots due to the unknown future business. Water planning for the Big R Commercial Park assumes no high water use business such as restaurants or car washes. The subdivision is assumed to develop similar to the existing Lot 1 buildings that are used as materials storage and central office space. The water demands were estimated for commercial in-house uses for employees, limi ted outside water uses for irrigation and vehicle washing. Water demand estimates are attached as Table I. Water use assumptions are; -30 gallons per day/employee, depletions 15% of diversions for ISDS waste water treatment. -Irrigation of up to 2.16 acres, water consumptive demand of 2.33-feet and 80% application efficiency. -200 gallons per day for outside washing, 100% consumed. -180,000 gallons per year to refill a fire supply storage tank. The attached Table I summarizes the demand for each lot. The arumal diversion demand varies and is dependent on lot size. The largest demand is on Lot I with a peak use in June averaging 3.32-gpm. The peak demand occurs in the summer month when irrigation demands are highest. Tables 2 and 3 summarize the monthly demands for each lot. Physical Supply The existing Regulski Well No.2 has repOliedly provided a reliable supply to the six structures located on Lot I. The Well Permit issued by the Colorado Division of Water Resources for the Regulski Well No.2 is 051461-F, attached. The well was originally completed on April 20, 1999 by Shelton Drilling Corporation. The total Depth was 57', with a static water level of 25' -0". The well driller estimated the yield to be at least 20- gpm. The well was subsequently tested by Samuelson Pump Company for 4 hours on 2 April 5, 1999. The well was tested at a rate of33-gpm during the Samuelson test with a drawdown of l' -11". The well recovered back to within 4-1/2" of the static water level within the initial 15 minutes following the test. Colorado River Engineering Inc. performed an extended 24-hour drawdown and recovery test during the period of March 25-26, 2004. The purpose of the extended test was to examine its yield and to ascertain the groundwater resources available at the property. The well was tested using the existing pump with a measured flow rate of approximately 25-gpm during the test. The initial pumping rate of 33-gpm was reduced to 28-gpm during the first 30 minutes of testing then reduced to the desired rate of approximately 25-gpm. The data for the drawdown and recovery portions of the test is attached as Table 4. The initial water level was measured at 24'-11.5" below the well casing. At the end of the test, the water level drawdown in the well was 5.83' below the initial static water. The graph showing the drawdown and recovery water levels is attached as Figure 2. The water level in the well indicated a stabilization at the final pumping rate of 25-gpm. The drawdown test showed the yield of the well exceeds 25-gpm. Recovery data was obtained to examine the underlying aquifer characteristics. During the first minute following the end of pumping, the water level had recovered to approximately l' below the original static water level. After approximately 6 hours following the end of pumping, the water level had recovered to within 0.1' of the original static water level and the recovery test was terminated. The graph showing the residual recovery water level and time of test/time of recovery is attached as Figure 3. The well recovery is indicative of a recharging aquifer with no "mining" of water occurring. The geology of the surrounding area combined with large sources of recharge produce significant groundwater resources. This is evidenced by groundwater levels in nearby gravel pits. Research of well permit data for the existing property and surrounding properties show wells of similar yields. HP Geotech engineering completed 6-borings on the property as part of subsurface soils investigation. All six borings encountered groundwater at depths varying from 9-feet to 23 -feet. It is our opinion that the existing well has a sufficient physical supply to serve the lots sharing the well. Furthermore, the test combined with groundwater research shows that ample groundwater supply exists at reasonable depths for the individual wells on the future lots. The well test showed that mining did not occur during pumping and long term yield is expected from the aquifer. Water Quality The shared well and proposed individual wells are not subject to public water system requirements regulated by the Colorado department of Health and Environment. The public system regulations apply for systems serving more than 25-people regularly. Typically, Garfield County during the subdivision process requires testing for bacteria and nitrate/nitrite. These parameters represent the most common health concerns in rural areas. Bacteria presence shows that risk for pathenogenic organism concerns. Nitrates 3 and nitrate levels can be high in agricultural areas and limit the ability of blood cells to absorb oxygen. Water quality samples were taken from Regulski Well No.2 and were forwarded to Grand Junction laboratories for analysis. Results of the water quality test are presented below: Nitrate Nitrite Total Coliform Bacteria Regulski Well 2 1.l mg/l 0.02 mg/l o colonies!! OOml Health Dept Limits 10 mg/l 1 mg/I The water quality tests for bacteria, nitrate, and nitrites are less than the Colorado Department of Public Health and Environment guidelines. Dissolved solids were also tested and measured to be 1,370 mg/l. The dissolved solids are a secondary standard established by the Health Department and only effects aesthetics of the water supply. The recommended guideline is 500 mg/l. The well water on the property will have negative taste aesthetics and is similar to well or river water in this vicinity that typically is in the 1000 mg/l range. Summary The proposed water supply plan will utilize the existing water system supplied from Regulski Well No.2 to serve Lot 1. Individual wells will supply the remaining 9 lots. The legal supply is provided by an existing plan for augmentation for Regulski Well No.2 and by a West Divide Water Conservancy District water contract for the individual wells. A well test on Regulski Well No.2 shows physical supply yield in excess of demands. The well test combined with groundwater research shows ample groundwater resources are available to supply individual wells to each lot. Wells will be provided by the individual lot owners. Water quality tests show bacteria and nitrate/nitrite levels are less than health department guidelines. rfyou have any questions, please do not hesitate to call 970-625-4933. Cc: Stuver, LeMoine, & Burwell, PC Encl: CM:cm WaterSystem.doc Sincerely, (&I f/IIL----- Christopher Manera, P.E. 4 GRAPHIC SCALE '" : ( IX nr:t ) Contour Interval; 1.0 Il W!rtlc~l LOT 5 .. OOAcr-•• []-- LOT 2 J.SI~. PO Box 1301 '--COLORADO Rifle, CO 81650 '-.."-~ RIVER Tel 970-625-4933 ~: ENGINEERING Fax 970-625-4564 ---- Civil Engineering I Water Rights, Augmentation Plans I Groundl'ialer, Well Permitting _Hydrology. Flood Plain Analysis I Canals, Pipelines, Oams LEGEND Ex Gas Line Ex Water Line ExLsting Well Ex Water Shut Oft Ex Water SpigoU:! Ex Septic Access • Prop Wells lndiv. Lots Prop Absorption Field Well Location Map file Name: Utilitics.dwg Job No: 600 Client: Drawn by: BB Aprvd by: CM Date· July 5, 2004 Big R Table 1 Big R Commercial Park Annual Well Diversion and Consumptive Use Limits DEMAND ESTIMATES Outside use Diversions Diversions Consumption Consumption Employees Irrigated Area (veh wash) Lot Acreage (acre-feet) (gallons) (acre-feet) (gallons) (sq.ft.) (gal/day) 1 8.91 3.35 1,092,904 2.43 791,103 24 18000 1200 2 3.91 2.24 728,603 1.62 527,402 16 12000 800 3 2 0.96 312,969 0.68 222,270 6 8000 200 4 2 0.96 312,969 0.68 222,270 6 8000 200 5 2 0.96 312,969 0.68 222,270 6 8000 200 6 2.01 0.96 312,969 0.68 222,270 6 8000 200 7 2.03 0.96 312,969 0.68 222,270 6 8000 200 8 2.87 0.96 312,969 0.68 222,270 6 8000 200 9 2.45 1.51 492,969 1.23 402,270 6 8000 200 10 2.33 0.96 312,969 0.68 222,270 6 8000 200 Totals 13.83 4,505,256 10.06 3,276,665 94000 --- Notes: -Div Demands'" # of employees @ 30/gal/day + irrigated area * 2.33 feet cu demand/80% app eft. + vehicle washing -Consumptive Use'" 15% employee demands assuming ISDS treatment + irrg cu + 100% vehicle washing -Table prepared to show the amount of water available to each lot covered under the water augmentation contract through the West Divide Water Conservancy District. Water demands could be increased by each lot but would require amendment of water contract (see subdivision covenants). Water contract totals 11.0 ac-ft and assumes 10% conveyance assessment. -Lot 9 well includes additional 180,000 gallons per year for fire fighting water storage tank. DEMANDs.xLW Summary All 7/6/2004 by: Colorado River Engineering, Inc. [DIVERSIONS 1) In-House ) IrnQation ) Outside wash water [2 (3 (4 ) Fire fighting storage Totals CONSUMPTIVE USE ) In-House ) Irrigation (S (6 (7 (8 (9 ) Outside wash water ) Fire fi hting storage ) Totals ..•. .. ac-ft ,oft aC-fl ae-ft ac-ft ..... <le-ft ae-ft aC-ft ae-tl ae-ft Table 2 Water Diversion and Consumptive Use Demands Big R Commercial Park -Lot 1 JAN FEB MAR APR MAY JUN JUL AUG .... '.' .• , . '. I . 0.069 0.062 0.069 0.066 0.069 0.066 0.069 0,069 0.093 0.217 0.263 0.238 0.176 0.114 0.103 o 114 0.110 0.114 0.110 0.114 0.114 0 0 0 0 0 0 0 0 0.183 0.165 0.183 0.270 0.400 0.440 0.420 0.358 . ' . .. ' . 0.010 0.009 0.010 0.010 0.010 0.010 0.010 0,010 0.074 0.174 0.211 0.190 0.140 0114 0.103 0.114 0.110 0.114 0.110 0.114 0.114 0 0 0 0 0 0 0 0 0.124 0,112 0.124 0.195 0.298 0,331 0.315 0.265 SEP OCT NOV DEC 0.066 0.069 0.066 0.069 0.150 0.067 0.110 0.114 0.110 0.114 0 0 0 0 0.327 0.250 0.177 0.183 . ' 0.010 0.010 0.010 0.010 0.120 0.054 0.110 0,114 0.110 0.114 0 0 0 0 0.240 0,178 0,120 0.124 ('0 , Augmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS l!.n-house uses (A)I~n-house (811~n-house use (C)I~rnployees (Olt!n-house depletion lOuts ide uses (E)lirrlgated area (F) Irrigated Area (G)t~rrigation Efficiency (H)lVehicie/washing (I) Fire Fighting tank Refill 6 units 30 gal/day/employee 4 per unit 15% (ISDS Treatment) 3000 sq-ft.funit 0.413 acres = CA) x (0)/43560 80% 200 gafJday/unit (assumed 100% depletive) o gal/year Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) (1) = (A) x (8) x C) x days in month 1325800 (2) ~ (F) x (J) I (G) (3) = (A) x (H) x days in month/325800 (4) = (1)/12 months (5) ~ (l)x (D) (6) ~ (2) x (G) (7) ~ (3) (8) ~ (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) x 10%} +(9) ANNUAL 0.81 1.20 1.34 0.00 335 . 0.12 0.96 1.34 0.00 2.43 2.67 JAN FEB MARl APR MAY JUN JUL AUG SEP OCT NOV DEC ANNUAL (J) Irfi ation feel 0.00 0.00 0.00 0,18 0.42 0.51 0.46 0.34 0.29 0.13 0.00 0.00 2.33 Big R Commercial Park -Lot 2 DIVERSIONS • 1) In-House 2) Ir!lgation 3) Outside wash water 4) Fire fighting storage Totals CONSUMPTIVE USE {5 (6 (7 (8 (9 ) In-House ) Irri ation ) Outside wash water ) Fire fighting storage ) Totals JAN •.. 0 . ae·1t 0.046 ae·tI ae·1t 0.076 ae·fI 0 ae·ft 0.122 .. •••• <'. '. ae·fI 0.007 ae·ft ae·ft 0.076 ". 0 ae·ft 0.083 FEB MAR APR MAY . . .•.... • '0 0.041 0.046 0.044 0.D46 0.062 0.145 0.069 0.076 0.074 0.076 0 0 0 0 0.110 0.122 0.180 0.266 I········ .... . " ...... 0,006 0.007 0.007 0.007 0.050 0,116 0.069 0.076 0.074 0.076 0 0 0 0 0.075 0.083 0,130 0.199 JUN JUL AUG SEP OCT· NOV· DEC ANNUAL ..... ,"(' I' . 0> . ......... ,. 0.044 0.046 0.046 0.044 0.046 0.044 0.046 0,54 0.176 0.158 0.117 0.100 0.045 0.80 0.074 0.076 0.076 0.074 0.076 0,074 0,076 0.90 0 0 0 0 0 0 0 0.00 0.293 0.280 0.239 0.218 0.167 0.118 0.122 2.24 •• .... ' '. 1 ,< '. "> ,0 , ) .... , . ... 0,007 0.007 0.007 0.007 0.007 0.007 0.007 0.08 0.140 0.·127 0.094 0.080 0.036 0.64 0.074 0.076 0.076 0.074 0.076 0,074 0.076 0,90 0 0 0 0 0 0 0 0.00 0.221 0.210 0.177 0.160 0,119 0.080 0.083 1.62 (10 , Augmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs 1.78 SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS ~11-house uses (A)I!n-house (B)I~n-house use (C) Em Ployees (0) In-house depletion I~utslde uses (E) Irrigated area (F'tlrngated Area (G) Irrig ation Efficiency (H) Vehiclelwashing (1)lEire Fighting tank Refill 4 units 30 gal/day/employee 4 per unit 15% (ISDS Treatment) 3000 sqJUunit 0.275 acres:: (A) x (0)/43560 80% 200 gal/day/unit (assumed 100% depletive) o gal/year Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEB I MAR APR MAY (J) Irri ation !eel 0.00 0.00 0.00 0.18 0.42 JUN 0.51 7/6/2004 Colorado River Engineering (1) =: (A) x (8) x C) x days in month 1325800 (2) ~ (F) x (J) I (G) (3) = (A) x (H) x days in month/325800 (4) = (1)/12 months (5) ~ (l)x (0) (6) ~ (2) x (G) (7) ~ (3) (8) ~ (4) (9) =: (5) + (6) + (7) + (8) (10) = {(9) x 10%} +(9) JUL AUG SEP 0.46 0,34 0.29 OCT NOV 0.13 0.001 DEC ANNUAL 0.00 233 M:ICREJobfiles\600-8igRIDEMANDs.XLW DIVERSIONS } In-House ) IrM;;ation (1 (2 (3 (4 ) Outside wash water ) Fire fiOhtinastoraae Totals CONSUMPTIVE USE } In-House ) Irriaatlon ) Outside wash water (5 (6 (7 (8 (9 ) Fire fi ht'm stora e l Totals ae-It ae-ft ac·ft ae-II 8(;·ft ".' ., ae-It ae-II ae-It ac-ft ac-fI Table 3 Water Diversion and Consumptive Use Demands Big R Commercial Park Lots 3 through 8 and 10 " , JAN FEB MAR APR MAY JUN JUL AUG 0.120 0.108 0.120 0.116 0.120 0.116 0.120 0.120 0.289 0.675 0.820 0.739 0.546 0.133 0.120 0.133 0.129 0.133 0.129 0.133 0.133 a a a a a 0 a 0 0.253 0.229 0.253 0.534 0.928 1.064 0.992 0.799 , • . .,,', ' . ,', . .. . ', .. , I ... , 0.018 0.016 0.018 0.017 0.018 0.017 0.018 0.018 0.231 0.540 0.556 0.591 0.437 0.133 0.120 0.133 0.129 0.133 0.129 0.133 0.133 a 0 a a 0 a a a 0.151 0137 0.151 0.378 0.691 0,802 0.743 0.588 SEP OCT NOV DEC , " 0.116 0.120 0.116 0.120 0,466 0.209 0.129 0,133 0.129 0.133 a a a a 0.711 0.462 0.245 0.253 . .. .. 0.017 0,018 0.017 0.018 0.373 0.167 0.129 0.133 0.129 0.133 a a a 0 0.519 0.318 0.146 0.151 (10 } AUgmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS lin-house uses (Alrn-house {8)I~n-hOuse use (e) Employees (O) In-house deoletion Outside uses (El Irrigated area (F) Irrigated Area (G) Irrigation Efficiency (Hl Vehiclelwashing (I) Fire Fightlng tank Refill 7 lots 30 gal/dayfemployee 6 per lot 15% (150S Treatment) 8000 sq-ft.funit 1.286 acres = (A) x (0)/43560 80% 200 gal/day/unit (assumed 100% depletive) o gal/year Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) (1) = (A) x (8) x C) x days in month f 325800 (2) " (F), (J) / (G) (3) :: (Al x (H) x days in month/325800 (4) = (1)112 months (5) = {l)x (D) (6) :: (2) x (G) (7)" (3) (B)" (4) (9) = (5) + (6) + (7l + (8) (10) = {(9) x 10%} +(9) ANNUAL 1.41 3.74 1.57 0.00 6.72 0.21 3.00 1.57 0.00 4,78 5.25 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ANNUAL (J) Irri alion I'" 0.00 0.00 0.00 0.18 0.42 0.51 0.46 0.34 0.29 0.13 0.00 0.00 2.33 Big R Commercial Park" Lot 9 -,;p;; r.lA' JON JUL AUG SEP OC NO' ~~---1 I .. • •• ... .•... . I ;;:;;-~ 0-0 iOi' 0.01 0.01 0.01 '.01: [;;,., 0.04 0.096 .11: 0.106 a 0.067 0.0 ;" h ",,'oe I"" 0.019 '.01 0.)11 .01 o. i ~ ~ l.0460' = ;:;;-~ o:m li9s 0.1B8 0.160 0.14 0: J081 USE-••• . . . .. . ... . ... I· .... k' CUlO3 0-00; 0-0" .00; ~ '.00: O. 0.00 000; 0.0 '.00 fi I,,·, 0.094 0.0" D. :: , ~ ;:;;-l64e ~ TO"04604 .04604 0.04[ O. D.O' I [;;.ft If068 --,,-Q6E 0-0" 1.10C 0.14< 0.16· 0.152 0.13C 0.120 '.09: 0.067 flO i ,w"" Con'"c1 Amoun' ~O% , 10., f'~,;;;;""'m SUMMARY OF INPUT DATA useD IN CALCULATING DEMANDS In-house uses (Al In-house (S) In-house use (e) Employees (0) In-house denlellon Outside uses (El Irrigated area (F:!lilrrigated Area (G) Irrigation Efficiency (H) Vehicle/washing (l)fFire Fighting tank Refill 1 lots 30 gal/day/employee 6 per lot 15°/~ (180S Treatment) 8000 sq-ft.!unit 0.184 acres:: (A) x {D)!43560 80% 200 gal/daY/Unit (assumed 100% depletive) 180000 gal/year Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEB MAR APR MAY (J) Ini ation feet 0.00 0.00 0,00 0.18 0.42 JUN 0,51 (1) = (Al x (8) x C) x days in month /325800 (2) " (F) , (J) / (G) (3) = (A) x (H) x days in month/325800 (4):: (1)/12 months (5)" (1), (D) (6) " (2) , (G) (7)" (3) (B)" (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) x 1 O%} +(9) JUL 0.46 AUG 0.34 SEP OCT NOV 0.29 0.13 0.00 DEC .... .. o.or o. D. If O.OB: 1.51 . 0.00: ,.4: 0:22 0.04E '.55 0.068 .2: 1." DEC ANNUAL 0.00 2.33 7/612004 Colorado River Engineering M: \C R Ejobfiles \600-Big R\O E MAN Os.xL W ~ 0:00 0.00 1.00 2.00 III "'300--· lL . ~ o u ~ 4.00 o 5.00 6.00· 7.00 5/5/2004 8:38 PM Figure 2 Pump Test -Drawdown Recovery Curve 6:00 12:00 i . I -'- 1 . _J'--,_.... . I i ----i-- _J_ . I I "'----.1-- I ---- ! r---'--- T- Time -Hours 18:00 I I- I , - 24:00 T I . ·--1----· -----f r --~--"i-_. -------------_0_. _0_0. I -1-----· I-~-~--:--==--~l -----" ,-.. - i .. , .. --_, .. 1 ___ .,--..... _____ J~-'-.. -...... -.... -- , . ,--- ! , ~r.··-~~i--~-=-i==-----l r , 1 ---, 1 -, '! "., '-' I ~ I , \-~ '.-1_ " .• ~ -__ ~=_J-..1 Colorado River Engineering, Inc. --Drawdown Water Level 30:00 r I I - i I 1-.. r--. ! 1-- "I' --I 1- , 1 J 36:00 - I I , i pumptest1.xls Figure 3 -Residual Recovery , -+-Recovery ·Water Level 1.00 0.00 -I-.----- 1----- .. 1.00 2.00 ~ (j) ,f 3.00 c 3: i __ _ 0 '0 tit' =Time of pump test start I Time of recovery test 10.00 100.00 1000.00 .. t-· ________ u • 1-I- I ...... • • ' -r----------· --r · · · .. . .::::.--;--.---1"..- 1 , ~ i-------------r~_ --l - r---- , r 1-----'· i --------'-'--_ ... _'--------" ._----._ ..• _-----,---_. . ---1---·---------_·_---_·_·_---_· .. - I .+------+- r----·--! , .. -. --- -. -'-'1---_·_---_···_-------------·---1, --- 1 ' 1 ________ ._. _______ _ 3: l" 4.00 0 ----1----.. , • ---• ______ • ____ u __ ,--------------.~ __ ___ 1, 5.00 6.00 7. 00 ~--------- 5/5/2004 8:38 PM 1-_·_-_·_·_·_----_· __ ·_--------·-1------.--.--.. ---------__ u __ ·_·_---_·_··_·_·,·1---·· -I .... ___ .... I. ___ .. 1 ___ _ --·--------------~I~=~----.... --. --1---. 1_.______1.. Colorado River Engineering, Inc. 10000.00 pumptest1.xls Date Time 25-Mar-04 10:22 AM 25-Mar-04 10:23 AM 25-Mar-04 10:24 AM 25-Mar-04 10:25 AM 25-Mar-04 10:26 AM 25-Mar-04 10:27 AM 25-Mar-04 10:28 AM 25-Mar-04 10:30 AM 25-Mar-04 10:32 AM 25-Mar-04 10:34 AM 25-Mar-04 10:37 AM 25-Mar-04 10:42 AM 25-Mar-04 1052 AM 25-Mar-04 11:07 AM 25-Mar-04 11 :22 AM 25-Mar-04 1200 PM 25-Mar-04 12:30 PM 25-Mar-04 1 :10 PM 25-Mar-04 5:05 PM 25-Mar-04 8:40 PM 26-Mar-04 8:00 AM 26-Mar-04 9:05 AM 26-Mar-04 12:02 PM 26-Mar-04 12:18 PM 26-Mar-04 12:19PM 26-Mar-04 12:20 PM 26-Mar-04 12:21 PM 26-Mar-04 12:22 PM 26-Mar-04 12:23 PM 26-Mar-04 12:24 PM 26-Mar-04 12:26 PM 26-Mar-04 12:28 PM 26-Mar-04 12:30 PM 26-Mar-04 12:33 PM 26-Mar-04 12:38 PM 26-Mar-04 12:48 PM 26-Mar-04 12:58 PM 26-Mar-04 1:08 PM 26-Mar-04 1 :18 PM 26-Mar-04 6:14 PM 5/5/2004 8:36 PM Table 4 Big R Commercial Park Pump Test -Regulski Well No.2 Water Level Total Drawdown Total Time (feet) (in) (feet) (hrs:min:sec) 24 11.5 0.00 0:00:00 29 8.5 4.75 0:01 :00 30 4 5.38 0:02:00 30 6.5 5.58 0:03:00 30 8.5 5.75 0:04:00 30 9 5.79 0:05:00 30 10.5 5.92 0:06:00 31 0.5 6.08 0:08:00 31 1.5 6.17 0:10:00 30 0 5.04 0:12:00 30 11 5.96 0:15:00 31 1 6.13 0:20:00 31 1.5 6.17 0:30:00 30 2 5.21 0:45:00 30 2.75 5.27 1 :00:00 30 4.25 5.40 1 :38:00 30 4.375 5.41 2:08'00 30 5.25 5.48 2:48:00 30 7.25 5.65 6:43:00 30 8 5.71 10:18:00 30 9 5.79 21 :38:00 30 9 5.79 22:4300 30 9.25 5.81 25:40:00 30 9.5 5.83 2556:00 26 0 1.04 25:57:00 25 8.25 0.73 25:58:00 25 7.5 0.67 25:59:00 25 7 0.63 26:00:00 25 6.5 0.58 26:01 :00 25 6.25 0.56 26:02:00 25 5.75 0.52 26:04:00 25 5.5 0.50 26:06:00 25 5.25 0.48 26:08:00 25 5 0.46 26:11:00 25 4.5 0.42 26:16:00 25 4 0.38 26:26:00 25 3.75 0.35 26:36:00 25 3.5 0.33 26:46:00 25 3 0.29 26:56:00 25 0.75 0.10 31:5200 Colorado River Engineering, Inc. Flow (gpm) Notes 33 Pump on 33 33 33 33 33 33 33 33 28 28 28 28 25 25 25 25 22 22 21 22 22 25 25 Pump off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pumptes:1.xls JOHN C. KEPHART & CO. ---435 NORTH AVENUE • PHONE: (970) 242-7618 • FAX: (970) 243-7235 • GRAND JUNCTION, COLORADO 81501 --- Received from: ANALYTICAL REPORT Color'ado River Engineering 1"l,:i.r k HaYi';::':::' .1 ;~,h :=2.~:,t ::;1" cl Fci 'I: 1 E~ ~ Cl] 031 ,S~=:.O 9)' () .... tS.~:::5--· i~ 92:; ~:!; Customer No. ___________ _ Laboratory No. ____________ Sample Date Received _________________ _ Dale Reported ____________________ _ Total l~l:lli~(lf'm Bacteria R~QL\lski Well No. 2~ East o·f Rifle, Color'ado, Gar-·field Couni:y~ t1ydr-ant at wellhead, May 3~ 2004, 1:45 PM, Raw :i. • :i. () mq./ 1. o"o::;~ mq/l JOHN C. KEPHART & CO. ---435 NORTH AVENUE • PHONE: (970) 242-7618 • FAX: (970) 243-7235 • GRAND JUNCTION, COLORADO 81501 --- ANALYTICAL REPORT 1-,: ... {"' .. ', v. :.(' Received from: Customer No. ____________ Laboratory No. ____________ Sample ___________ _ Date Received ___________________ Date Reported ___________________ _ Dissolved Sc)lids ReqL~lsl~~ Well No.2, EaSL Df Ri~10~ C()lOF"ado, ~af-fielci COLlf1ty. hytir-an"t at well~j0a!:i, ' •• ' '! 200:::' 'j :i.! 4~) F'j;'j ~ F:c:~H 1"Jc<JcJ f/, '1,/ J '~LC' 'r'!-.1'1. Fi:C' (lbJJLJJ , ',IJL DB 199\ .--" MrL0~~D ,', -'-J~J G~~FI~LD LOUNTY CL~ l'IIICLC;.I'oIVISION NO. 5, COLOR1I.DO:' \:- 8nOKU 8Ub c~r:i 1 ih F 1 L E'/) I IN CO{\/1E!Jj-JED cau.<':{f CARFI.r=:LO CCUNTY, co :-DISTRICT COURT, C2se 94C\'13 RULING OJ.' :2EI'EREE IN THE l1.Nl'TER 01' THE APPLICATION FOR UNDERGROUND WATER RIGHTS A..ND 1'0R APPPOVAL OF PLlV'T 1'0R j,UGHENTATION OF: RII'LE SKI COPPORhTIOlT ! : IN TIlE COLORl',DO RIVER COMBI~ED COURT 0 .. GARFIELD COUNT( GL",NWOOD SPRINGS, COLORADO .', " , , . L' ': I C~r~itie~ to be ~ full, true and c-arr~t', ~opy ~t th~' IN Gi'.RFIELD COUNTY, COLOP,J\DO I orlglneiln m"f-,cu.s!9Py. _. : . Dot d .I ../ X r Cj I>' L. C~ . J~'-. ' , O(X The above entitled F.pplicati ." r+~~_ /7"-i;i1I' 1994 I and 1t!2.S referred to the undersigned as Hater Referee for Water Division No.5, State pf Colorado, by the Water Judge of said Cour't in accordance '"i th Article 92 of Chapter 37, Color2.do Pevised statutes 1973; kno'Hn as The I'later Right Determination and' Administration Act of 1969. p~d the undersigned Referee having made such investigations as are necessary to determine whether or not the st2.tements ,in the Application are true and having become fully advised with respect to the subject matter of the Application does herebY make the following determination and Ruling-as the Referee in thl~ matter, to-Hit: 1. The statements in the Application are true. 2. The name and address of the Claimant is: 3. Rifle Ski Corporation P.O. Box 9 Rifle, Colorado 81650 FIRST CLliIH UNDERGROUND \'lATER RIGHT REGULSIG HELL NO. 1 A. The source of the water is from a well with a proposed depth of 200 feet deep and the groundwater is tribut.ary to the Colorado River. B. The legal description of the proposed point of diversion is 500 feet north and 600 feet west of the E 1/4 corner of section II, Township 6 south, Range 93 \'lest of the 6th P.M. C. The date:: of initi2.tion of appropriation is November 4, 1993. D. Tlle alwunt of \'i2ter clai;ned lS t'denty (20) gallons per lninute, conditicnal. n ,1 ,-'r;;, r')""", ,-, r, l ,,;~ r The propose(; e"'ses are irrigation, corom' 2<cial and vehicle washing up tu '12 hours per day. The land to be irrigated is one-half acre of landscaping situate near commercial offices to be located in the SEl/4NEl/4 of Section 11, Tmmship 6 South, Range 93 West of the 6th P.l-!. y f F. The Well Permit Denial No. from Colorado State Engineer's Office lS AD-13248. 4. SECOND CU\IH UNDERGROUND WATER RIGHT Requls}~i Hell No.2. A. The source of the water is from a well "lith a proposed depth of 200 feet and the groundwater is tributary to the Colorado River. B. The legal description of the proposed point of diversion is 350 feet north and 1215 feet west of the E 1/4 corner of section 11, Township 6 South, Range 93 West of the 6th P.M. C. The date of initiation of appropriation is November 4, 1993. D. The amount of water claimed is twenty (20) gallons per minute, conditional. E. The proposed uses are irriga'tion, commercial and vehicle washing up to 12 hours per day. The land to be irrigated is one-half acre of landscaping situate near cdmmercial offices to be located in the SEl/4NEl/4 of Section 11, Township 6 South, Range 93 West of the 6th P.M. F. The l'Iell Permit Denial No. from Colorado state Engineer's Office is AD-13249. THIRD CLAIl1 APPROVAL OF PLP..N FOR AUGHENTATION ~. structures to be auomented: Regulski Well No. 1 and Regulski Well No. 2 B. Water riqht to be used for augmentation: Lower cactus Valley Ditch. The headgate of said ditch is situate on the northerly bank of the Grand River at a point whence the 1/4 corner bet"een '--Sections 5 and 6, TowJ1ship 6 South, Range 91 West bears t,7 degrees West 3370 feet and being in LDt 7, Section 5 in said TOlomship. Page 2 I I I I J e;.", On April 19, 1897, in Civil Action No. ,the Garfield county District Court awarded the Lower cactus Valley Ditch p~Lority No. 142B for 50 cubic feet of water per second of tjme ror irrigation purposes with an appropriation date of september 24, 1~33. c. S l-.,ll:cment of Plan for Auqmentation: RCC]uls](i Well Nos. 1 and 2 will be utilized for C011l111ercial purposes (washing vehicles) continuously for twelve (12) hours each day for 250 working days per year. In addition, the wells ,vill eacll be utilized for the irrigation of one-half acre of landscaping. Total annual diversions will total 11.046 acre feet from each well. Thc effluent from the commercial use will be discharged into a septic tank and leechfield disposal system which will consume ten percent (10%)_ The total of one acre of landscaping will consume 1.73 acre feet of water as determined by Blaney criddle '~l . ilnd according to the following schedule: ,.",-"a YSlS Month Acre Feet consumptive Use April 0.12 Hay 0.22 Tune 0.32 TUly 0.45 August 0.35 '""':epternber 0.21 )ctober 0.06 'T'otal 1. 73 lLF. Since there is not a non-irrigation sea'son "call" on the Colorado River, it is not necessary to augment the commercial use -Iring the non-irrigation season of November through Har,ch. commercial use that occurs to october 31 (105 days) ~versions and .928 acre feet of during the working days from April will result in 9.28 acre feet of depletions (consumptive use). Applicant proposes to remove from irrigation the following scribed 4.547 acres historically irrigated with applicant·s 3.6 ,hares of the Grand River Ditch Company (Said company mms and nerates the decreed water rights of the Lower cactus Valley Ditch scribed above.): ' starting at a point 1018.46 feet west of the E 1/4 corner of :tion 11, T. 6 S., R. 93 W. of the 6th P.M. ~CWJ Page 3 -tll~j!Ce ::i. ot) u~ J ' 35" \'1. 301.51 feet pnn,Og08?~GI146 I'~~ ThQnce N. 00 58 11 \'1. 100 fee t 800,,0 808',~ri 147 ~ 1 -, TIlQnce N. 89E;,J9' '16" E. 675 feet .: :-:.r Thence S. 00 16 ' 58 11 E. 165 feet Thence S. 63 01' Stjl! \-/ . 420 feet to starting point. fj?' The 4.547 acres have been historically irrigated from April 1 to October 31 of each year with J.6 shares of Grand River Ditch company water from the Lower Cactus Valley Ditch. According to water cOl1llnj,ssioner rQeords, said 50 c. f. s. has llistoJ:"ically irrigated 1500 acres. The Grand RiVer Ditch Company has a total of 270 shares. The removal from irrigation of 4.517 aCJ:"QS under the Lower Cactus Valley Ditch "ill result in a consumptive use credit of 7.87 acre feet of "ater during the irrigation season according to ,the following sehQdule and deplQtions created by the operation of thQ "ells "ill be as follows: l10nth llcre feet Irrig2tion Commerci21 Total C. U. Depletions Depletions Depletions 4.547 II?reS 10% C.U . . ".prJ.1 0.546 0.12 0.185 0.305 ray 1.000 0.22 0.185 0.405 une· 1. 4 55 0.32 0.185 0.505 July , 2. 016 0.45 0.185 0.635 ':lgust 1.591 O. J 5 0.185 0.535 ,~ptember 0.955 0.21 0.185 0.395 letober 0.273 0.06 0.185 0.245 7.866 1.73 1.295 3.025 It "ill be necessary to remove 4.08 acres of irrigated aund under said ditch in order to compensate for tIle depletions iused during the month of October and the prior irrigation season ~sed on a combined flow of 40 gallons per minute for twelve hours =h day during the "orking days. Tllerefore, there is an annual JJlsumptive use credit of 0.80BJIF from the additional 0.467'aeres !moved from irrigation by this plan and not needed at this time augment the subject wells. The Referee does therefore conclude tllat the above entitled lication should be granted and that 0.044 cubic foot of water second of time with appropriation date of November 4, 1993, 3 hereby awarded conditionally to each of Regulski Well Nos. 1 2 for those purposes specified in paragraphs 3 E. and 4 E. "e / provided always that each of said 0.044 c.f.s. is on the ldition that said quantities of water be diverted and applied to .Eicial' use \vithin a reasonable time; SUBJECT, IIO\-lEVER, TO ALL lER PRIORITY RIGHTS OF OTHERS and to the integration and ulation by the Division Engineer of SUCll priorities and changes : Lghts in accordance wi th la\1. . .- .. 800KlJ8U(j;'~G:1 ci8 ;if;g,~::;{"/ Application [\:. . a Finding of .Reasona' _ ~ ~iligence shalt'be c· ~, ;~.i(l ed In the same / ,0] .. 1 as the decree herei::: is entered every six £~~~;~rs after the entry of the decree herein so long as applicant ~~esires to maintain the conditional water rights herein awarded, if or illltil a determination has been made that such conditional . rights are made absolute by. reason of the completion of the appropriations, or are otherwise disposed of. The Plan for Augmentation described above Vlill not injuriously affect the OwTIers of or persons entitled to use Vlater under a vested Vlater right or a decreed conditional Vlater right, and the Plan for Augmentation should be and her~by is approved in accordance with eR.S. 1973, 37-92-305(3), subject to the following provisions: 1. The Office of the Colorado state Engineer shall issue Vlell permits for Regulski Well Nos. 1 and 2, pursuant to this Ruling, but subject to C.R.S 37-90-137(2). 2. The requested plan for augmentation shall be SUbject to all provisions of the p.xticles of Incorporation and Byla',</s of the Grand River Ditch Company as they presently exist or may hereinafter be amended according to LaVl. 3. Applicant agrees to continue paying assessments upon his shares of stock in the Grand River Ditch company as from time to time may be levied by the Board of Directors upon all of said stock of which Applicant is of like class and shall otherwise comply Vlith all other lawful obligations of the shareholders of the Grand River Ditch company. 4. Based on previous Court cases in said ditch, 2.3 % of applicant's water shall remain in the LoVler cactus Valley Ditch to defray historic conveyance and seepage loss attributable to applicant's interest in said ditch. The amount of water historically utilized to irrigate the 4.547 acres shall be bypassed or diverted and returned to the Colorado River at the discretion of the Division Engineer. The balance of water not accoilllted for or devoted to this plan for augmentation may Con~lnue to be diverted into the Lower cactus Valley Ditch until . subsequent judicial proceedings direct othen,rise. It is accordingly OPJ) ERE D that this Ruling shall be filed with the Water Clerk subject to Judicial review. It is filed with Engineer~ 94C\'i3 Page 5 further ORDERED the appropriate that a copy of this Ruling shall be Division Engineer and the state No protest was filed in this con:Ll=ed and approved, and is this Court ~~D THE MONTH FOR FILING OF RE~_SON~_BLE DTT,IGENCE SHALL BE 94C'il3 Page 6 COpy cl the toregqjpg mailed to all -loi -ecord---Water / Coun~e v-l . ,< Q -Ya~d Referee.---D,'/, E~r.:er r,z9-7/ State En,r:;;aA ~ o,O""c,,,,"""D[:7" ~~ 80n,0 908'~G[1149 "MPetx water Referee ~ Water Division No. 5 State of Colorado matter. The foregoing Ruling illade the Judgment and Decree ~_N APPLICATION FOR A FINDING JUNE 2000 lS of ( /orm No. ' u. GWS-25 . I '".' . '- OFFICE OF.THE STATE ENGINEER COLORADO ONISION OF WATER RESOURCES .: ; DR[LLER'S COpy . j' • -. . . 81 B Cerrtlmnia/ Srd!J., 7313 Sherm411 St., Denv'01', Col.ora-do 80203 (303) 886-3581 ;;;c.', ", .. .-LIC ":,: -,.. ... , .. . ::::.:.. WELL PERMIT NUMBER -----'-O'-"5..L1--L.!:±4"-6L1L-__ _ --"--F __ _ tlAPPLICANT DIV. 5 CNTY. 23 WD 39 DES. BASIN MD RIFLE SKI CORPORATION P.O. BOX 9 RIFLE, CO 81650 (970)625-2410 Lor: Slock: RUng: Subd;v: APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 NE 1/4 Section Twp 6 S Rng 93 W DISTANCES FROM SECTION LINES 11 6th P.M. 2290 Ft. from NORTH Section Line 1215 Ft. from EAST Section Une ill' PERMIT TO CONSTRUCT A WELL I ISSUANCE OF Tr-lIS P!:RMIT DOES,.NOT CONFER A WAlE?, RIGHT CONomONS OF APPROVAL II 1 ) II" I ~ II Thi:s Wtll! .lhall be ~a-d In .such a way as tu causa no mat~ria1 injury to e:xisting wa!or right!. The i~suance of the permh does not assure the applic.ant that no injury wiIJ oc::=:ur to another Ye31ed wBtar right or prec.!ude another owner of a vested water rigm from !!:BBking relief in a civil court "don. The c::mS01Jctiol1 of this well shall be in compliance wrth the W<ner Well Construction Rule!! 2 CCR 402-2. unles..:l' approval of a Variance has been granted by the St<ne Board of Examiner!! of Water WeI! Construction and Pump I~allation Ccntracwrs in ac=ordanca whf-l Rule 18. Approvo-d pursuant to CRS 37-90-137f2J on thl:! condmon that thi!! WI:!/1 is ope-rated in accordance wrm the Rffitl Sid Co;ponrtian undl!t1"gTOOnd wat"M right and ~1X1 fur "'-.Igm~cn approved by the Djvi~jon 5 Wtrtar Coun'in ~c no. 94CW3_ If the wall i!! not operated in accordanco wh:h the terms of .said dec-Bt!. it wi/1 btl subjecr to admjn~ation inclUding orders to caa!:8 pumping. Thi.3 well. R~!!kI Well No. 2.. is !!ubjecr to administration by til" Division E:1gineer in accordance with applicable dec-ees. ~atl.r.es. rules. and f"C'1Julations. The ~ of ground wll'taf from !hi!! wel1 i;~ Urrit'ad to CtJmm~ purpo:Ut!l (wa.::-hing ~hiC!~) 'continuou:dy for tw&Ne (12) hour.: eac.."1 dr:t.y for 250 womn\1 ~ pCI:f" y!!ar zmd the irrigzrt!on af nat mont than one--haff ltCie of /..and$cZlping. Ph~c~ well ~ddrl!~ is: 2S4BS HighwZlY 6 & 24. run!!. CO B165O. The maximum pumpinQ rate shalt not excned' 20-G?M. The ma;cimum. a~nual amount of ground water to be appropriated shall not exceed 11.046 ltC~f&et. The retum flow trom the use of tne well must be mrough an individual waste warer disposal sySlem of the non-evaporative type where the water i:s returned to me same straam system in which the well is located. This well .shall be c::mstruqad at least 600 fuet from any existing weI! completed in tile 3ame aquifer that is not owned by the applicant. 0) Tn;:s well shall be C'OnswuCt8d not mora than 200 faet from the loc3tion specified on this permit and not more than 200 feet from me location dec-eed for Re-gui3Jd We-f/ No.2 in C3.Se no. 94CN3. ~, A tt:'taHzing flow meter must be /ns-ra/led on the well lind maintained in good working order. Permanent rec::Jrds of a/l diversion:s must be maimained by the weI! owner {rec:Jrded at leaS'! bi-annuallyJ and submiTted to the Division Engineer upon request. ~' The owner shal! mark. the well in a conspiC'..Jous place whtl well permit number{sl. name of the aquifer, and C;Jur.: case numbeds! as appropnatB. The owner shall take necassary mBan3 and precaut:icns In preser ... e the~e markings. "-NOTE, bpira-d pan-nit 046C41-f. was previously issued for this well "R~!lk1 We-U No. 2-at thi~ r03.ri~n. /r Parcel Identine";on Number (PIN): 23-2177-114--0M86 ffrr--.. '?------:3 /' I-'-/' 91 A!''5~ssor Tax Schadultl Number: 210382 ~ 'ROVED • ,,..,,-lJAn -'f n ~ .... -- Current January 2004 APPLICATION TO LEASE WATER FROM Contract # 040518BRCP(a) Map #500 Date Activated 5118/04 WEST DIVIDE WATER CONSERVANCY DISTRICT 109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650 water@wdwcd.org Fax: (970) 625-2796 Telephone: (970) 625-5461 1. APPLICANT INFORMA nON Name "Big R Commercial Park". Rifle Ski Corp c/o Robert Regulski PO Box 9 Rifle. Colorado 81650 Telephone: 970-625~241 0 Authorized agent: Christopher Manera. Colorado River Ene:ineerine. Inc. 2. COURT CASE #'s: Decree Case No. ___________ _ Augmentation Plan Case No. _____________ _ 3. USE OF WATER o RESIDENTIAL (check applicable boxes) o Ordinary household use Number of dwellings: ___ :--____ _ o Subdivision: No. constructed units: No. vacant lots' __ ~~ o Home garden/lawn irrigation of sq. ft. Method of irrigation: 0 flood 0 sprinkler 0 drip 0 other o Non-commercial animal watering of animals o Fire Protection Well Sharing Agreemelltfor multiple owner wells must be .mbmillel/. if greater (Itall t!tree owners, application must be made ullder a homeowners association. o COMMERCIAL (check applicable boxes) Number of units: 12 lots Total sq. ft. of commercial units: 2 acres each lot DescriPtion of use: Zoned Commercia! GeneraL oendiol! subdivision through Garfield County. Water uses: Commercial uses for in-bouse SUpD!" and Outside uses to include irrigation and vehicle washing. o INDUSTRIAL Description ofuse: ___________________ _ Evaporation: Maximum water surface to be exposed:.~--c--cccc-_:_- Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: ___________________ _ o MUNICIPAL Description ofuse: ___________________ _ 4. SOURCE OF WATER Structure: Up to 12 Wells for individual1ots. or common shared wells Structure Name: Bil! R Wells Lot 1.3 and 7 throuf!h 16 Source: 0 Surface 0 Storage 0" Ground water Current Peffilit # (if applicable) o Direct Pumping: Tributary: _______________ _ Location: ____________________ _ 5. LOCA nON OF STRUCTURE Garfield NW/SE and SWINE County II Quarter/quarter 6S 93W Quaner 6" Section Township Range Principal Meridian Distance of well from section lines See Attached List of Proposed Well Locations Elevation:~j'"-3"_7'_'O'__ ___ _ WeI! location address: 28485 Hiehway 6 & 24 Rifle. Colorado (Attach additional pages/or multiple structures) 6. LAND ON WHICH WA TER WlLL BE USED (Legal description may be provided as an attachment.) Parcel pending subdivision into 16 lots, see sketch plan for parcellee:al description and proposed Jot layout. Number of acres in tract: 32.31 (16 Lots. each containing±2 acres), application is for wells on 12-10ts additional Jots on property. but served bv existine: well. Inclusiol1 illto the District, at Applicant's expense, lIlil)' be required. 7. TYPE OF SEWAGE SYSTEM 0" Septic tank/absorption leach field 0 Central system 0 Other District name: 8. VOLUME OF LF:ASED WATER NEEDED IN ACRE FEET: I1.D3 (minimum of I acre foot) Provide engineering d(fta to support vO/lime of water requested. Commercial, 'municipal, and indllstria/users mllst provide diversion nnd cOllslllnpti)'1! data Oil a mOllth(v basis. A totalizing flow meter with remote readout is required to be installed aud llsage reported to West Divide. AppliclllIf express{v acknowledges it has hat/the opportullity to review Ihe District'sjorm Water Allotment COl/tract (tlld agrees this applicatiol1 ;~;;;;0;SI' OS"''':;?' cOlllailled (A pVC:-&/ ! ~ Applicant Signature / Application Date:._-,,"(),:-;· 1:,-/--0-;'/:.....:00=--/1-(. -y ____ _ 74 Big R Commercial Park Proposed Well Locations WDWeD contract water to be used at any of the following locations. Wells can be permitted for individual lots or for shared wells for multiple Big R Well Lots so long as total water pumped does not exceed contract amounts. All wells proposed to be located in Section 11, T6S, R93W of the 6th PM Big R Well Section 11 Distance Section Distance Section Number Otr/Otr Feet Line Feet Line Big R Well Lot 1 NW/SE 2570 S 1355 E Big R Well Lot 3 SWINE 2470 N 1520 E Big R Well Lot 7 SWINE 2340 N 1520 E Big R Well Lot 8 SWINE 2290 N 1520 E Big R Well Lot 9 SWINE 2055 N 1520 E Big R Well Lot 10 SWINE 2005 N 1520 E Big R Well Lot 11 SWINE 1770 N 1520 E Big R Well Lot 12 SWINE 1720 N 1520 E Big R Well Lot 13 SWINE 1485 N 1520 E Big R iNell Lot 14 SWiNE 1435 N 1520 E Big R Well Lot 15 SWINE 1435 N 1440 E Big R Well Lot 16 SWINE 1825 N 1440 E 5/10/2004 Colorado River Engineering, Inc Proposed Well Locations.xls PROPERTY DESCRIPTION A TRACT OF LAND SITUATED IN SECTION 11, TDVNSHIP 6 SOUTH, RANGE 93 VEST OF THE 6TH P,M" COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOVS, BEGINNING AT THE SOUTHVEST CORNER OF THE SEl/4NE1I4 OF SAID SECTION 11; THENCE S,89'40'36,[, 300,83 FEET; THENCE S,63'43'02'V, 1337,91 FEET; THENCE N,OO'12'OO'V, 597,08 FEET; THENCE S,89'48'45,[, 104.57 FEET; THENCE N,OO'21'56,[, 1318.18 FEET; THENCE S,89'52'06,[, 793,77 FEET; THENCE S,OO'15'20'V, 1318,95 FEET TO THE POINT OF BEGINNING, SAID TRACT or LAND CONTAINING 32,31 ACRES, t1DRE OR LESS. \3 = ~ " ~ .>! ~ =:i ~ ~ 52 !!l '" ~ ~ , ~ i ~ ~ f a ~ 'm '0 5' 1 ~ / ;;: 1: 1:1..,,, ... ",. ""."'''~ ,~~""".,,-, r.~f:F;'.;:l ~'~~/.~~". 1.-...... , .. ",,~",' j~ \~t;:'!.,.~;;W';.:',!-;',!r, ,~~,,,,, .. ",,)I "'" :; ~,~t:~~:::;F; F~~';~;;;~1;;~i,t.f.~;~·~~~""t;./:;;1.~i.~' :;.i~:_.o~trf.· "" "' f.£,~;;;:;':;EJ;(::r.;.~"~,;>" .. ~:"~~';':;;:!P,:;_~l.;''''''· "~. , ... ~, '."" f"",".", ~,,~,,~,!d" i ~~rf~ ~f:~;TIC~¥l~~;~~ ," .... ,'.,"'~ '<L".<,,~ '" "", """"''' ", .. ,,," .. "'" r,~'~JEj~l,j¥:Ii\lC~~fti'M,%h~j:'1*):~'~,;'~'(),[f~l'),~"~l~~\)& ;,:,_m 1~r~T1tij!J.~"Jf3m:: ~,t{.~ u;.~:ifi~~El\7:~· .,."." " :~~Hnf~t~~t~,::(~I:ill'rli~i:il'11~"'~" ,:t:: 'J ,,_~,'\))_: i~,: i,~,." ] ::.:, ... .:.,~.;;.'~J:r'X~' .':'~':.:~.::.!.;"','1:';;':'] ,::;: ......... ,,~ ... *;..,. """"">- 'ii -? ~ ~ ~~. " , ~~;:~~::~~;~~:="~~~~I·;~~:;:t::;'M" w· ",N '''''' ;( I"" "",~ jt~l ,i _,~.-' ~ ",,,,'.,,. w ,,,.;.' .. -r·:o ... ~------~."""c.- i 'jj LOT /3 WI '"'' ·t;,,· :1' i [' ' I' '" ".,_" ". , 'i-~; """., '-,,' "I "~~~12 :"~i! 10.1 ,~~~,m!,- ":~::'" : 'I ~ t LOT ~j i"F.· .. ·,·" I '. £,,."'"-.. " \1.:'1. "j;;:. !:l! tl: "I' "p. k 1 , I',.".l>.,[;-""~- , • ,,",""'" ,~I "",0" • LOT 6 ~~, .1' ..... ' ':j" ", ~',~!,~~(~~~", .• , , G,;~ J .1_,,,,,,,,,,,. ('." / ~ .. / LOT 5 ".,t,_,... >]'$"" LOT 10 .~~ '""""",. ";;;';;"r ,J;£U~ Lor 9 '-""""" " "l;',!:;~" '~ LOT 8 <C'W' •• jl: "'~u LOT 7 ~~, ."." ;~I. U','"'''' :L' -:1 "'or~ ",~, l LOT :3 ~'" .... ,~. P:I"w~,," fl, ;':~ ~i;~' , ':;? \1 '\"""'j' l;: \V"....",\ .. '1 ~!: i"· \ \ \ ii, 1'-::-,1 liL~ LOT 4 ~" .",,, (" , ., Ie ,~ , \ '.' fl .' '.f.'/' ,," .,J Sketch Plan Big R Commercial Park .r:. ·!-f~/.',cr (IF LM..Ji.! BEING srn)ATE0 IN THE EJ\ST 1/2 DF' :::ECI"I(!/'i II T()Wr'I(~~:;!.l~I,!\,s1WI~.t~IW-;~r;ti. t~.J~I~S lfP~(~r~~I~;~r;;~! r.'. ;'1. VtCINTY i"!M' SurvCo, Inc. 1'.t9~::l\;;r;t4!:~~(0~~:,;1:rl:;?;~~_~,f' ',z.'" '-"""",. R""U "". ""~. U,,1l ~'" ~ r'.", (,,,,, ~t~ ""y <' .... ".,. (.~. ~,~..,. •• ~.~~., "---'-r~"('"'''~;;::'~!'C'};~'';:;''' ""<~ r,"::::",:;~-:,~:;;;;--·,·, ···~~~i~~~~~~,=,:~, '~~ ~~i~~~:~:~~~L-;;:~H' Table 1 Water Diversion and Consumptive Use Demands Big R Commercial Park -Lots 1, 3 & 7 through 16 in Garfield County, Colorado SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS (A (8 (C In·house uses I In-house I In-house use I In-house depletion Outside uses I Irrigated area I Irrigated Area I Irrigation Efficiency I Vehicle/washing ) Fire_Fighting t~nk Refill (D (E (F (G' (H 12 units 180 gal/day/unit (6 employees @ 30 gal/dy/ea) 15% (ISOS Treatmentl 10000 sq.ft.lunit 2.755 acres = (A) x (0)/43560 80% 200 gal/day/unit (assumed 100% depletive) _ 1 !lOOOO _8aV""ar feet 0,51 (1) = (A) x (B) x days in month / 325800 (2) = (E) x (I) 1 (F) (3) = (A) x (G) x days in month/325800 (4) = (H)/12 months (5) = (1) x (C) (6) = (2) x (F) (7) = (3) (8) = (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) x 10%} +(9) AUGI SEPI OCTI Novl DECI ANNUAL 0,461 0,341 0.291 0:131 0,001 0,001 2.33 'Demands are total project demands, lot 15 well will supply fire storage tank and have a larger well demand than other wells 5/10/2004 Colorado River Engineering IIBobICICREjobfilesI600-BigRloEMANoLONG,XLW , . ,;, " -~,-~' . . ' ","' , ,7' '.-' . .;.' ".:1 Current January 2004 Name of Applicant'. Contract # 040518BRCP(a) Map #500 Date Activated 5/18/04 WEST DIVIDE WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT Robert Regulski / Rifle Ski Corp Quantity afWater in Acre Feet: __ ~1-,,1~.O~3,---_______________________________ _ Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State ofCoiorado, organized pursuant to and existing by virtue of CR.S. 1973, §37-45-1 0 1, et seq., (hereinafter referred to as the "District") for an al/otment contract to beneficially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this Contract and the attached Application, Applicant hereby agrees to the following terms and conditions: 1. \Vater Ri!!hts: Applicant shall own ;;.'ate! rights at the point of diversion herein laVlfuHy entitling Applicant to divert water, which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well, it must be understood by Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources. 2. Quantity: Water applied for by the Applicant in the amount set forth above shall be diverted at Applicant's point of diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State Engineer during periods when said direct flow water right is not in priority. the District shall release for the use of Applicant up to said quantity in acre feet per year of storage water owned or control1ed by the District. It is understood that any quantity allotted from direct flow, storage or otherwise, to the Applicant by the District will be limited by the priority of the District's decrees and by the physical and legal availability of water from District's Sources. Any quantity allotted will only be provided so long as water is available and the Applicant fully complies with all of the terms and conditions of this Contract. The District and the Applicant recognize that some of the District's decrees may be in the name of the Colorado River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the Colorado River Water Conservation District. Ifat any time the Applicant determines it requires less water them the amount herein provided, A pplicant may so notify the District in writing, and the amount of water allotted under this Contract shall be reduced permanently in accordance with such notice. Rates shall be adjusted accordingly in following water years only. 3. Beneficial Use and Location of Beneficial Use: Any and all water a!Iotted Applicant by the District shall be used for the following beneficial use or uses: industria!, municipal, domestic and related USes, or commerciai (except for commercial use from Alsbury Reservoir and except to the extent that Ruedi Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2-07-70-W0547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be within or through facilities or upon land owned, leased, operated, or under Applicant's control. 4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, Green Mountain Reservoir, Alsbury Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be delivered to the Applicant at the outlet works of said storage facilities or at the decreed point of diversion for said other sources, and release or delivery ofv/ater at such outlet or points shall constitute peiforrnance of the District's totai obiigation. Delivery of water by the District from Ruedi Reservoir or Green Mountain Reservoir shall be subject to the District's lease contracts with the United States Bureau of Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Funhermore, the District hereby expressly reserves the right to store water and to make exchange releases froT!1 structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement, is not impaired by said action. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year (October 1), shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right, and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado Division of Water Resources to estimate any conveyance losses between the original point and any alternate point, and such estimate shall be deducted from this amount in each case. Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is provided pursuant to Agreements with said Districts. The Intergovernmental Agreement between the District and the Silt Water Conservancy District, dated January 25, 2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 200], is recorded as Reception No. 584840, Garfield County Clerk and Recorder's Office. 5. Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points ofdiversion of the District's water rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the exclusive responsibility of Applicant. The District reserves the right to review and approve any conditions which may be attached to judicial approval of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant a"cknowledges and agrees that it shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated herein, and further agrees to indemnity the District from any costs or losses related thereto. Applicant is solely responsible for providing works and facilities necessary to obtain/divert the waters at said alternate point of diversion and deliver them to Applicant's intended beneficial use. Irrespective of the amount of water actually transferred to the Applicant's point of diversion, the Applicant shall make annual payments to the District based tlpon the amount of water allotted under this Contract. In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and institute iegai proceedings for the approvai of such augmentation pian to aiiow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to pay any amount under Paragraph 19 below. In any event, the District shall have the right to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pI eadings and other papers filed with the water court in the adjudication thereof. 2 6. Contract Payment NOll-refundable, one time administrative charge, in the amount determined by the Board of Directors of the District from time to time, shall be submitted with the application for consideration by the District. Annual payment for the water service described herein shall be determined by the Board of Directors of the District. The initial annual payment shall be made in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to wh ich the initial payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January 1. If an annual payment is not made by the due date a flat $50 late fee will be assessed. Final written notice prior to cancellation will be sent certified mail, return receipt requested, to the Applicant at such address as may be designated by the Applicant in writing or set forth in this Contract or Application. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District from adjusting the annual rate in its sale discretion for future years only. If payment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sale option have no further right, title or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of water, as'herein made, may be transferred, leased, or othenvise disposed of at the discretion of the Board of Directors ofthe District. Upon cancellation of this water allotment Contract with the District, the District shall notify the Division of Water Resources offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use. 7. Additional Fees and Costs: Applicant agrees to defray any expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement ofiega1 and engineering costs incurred in connection with any water rights and adjudication necessary to allow Applicant's use of such allotted water rights. 8. Assignment: This Contract shaH not inure to the benefit of the heirs, successors or assigns of Applicant, without the prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shall be subject to, and Olust comply with. such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion and filing of proper forms for assignment and change of ownership. In the event the water allotted pursuant to this Contract is to be used for the benefit of land which is now or will subsequently be subdivided or ht:.id in separate ownership, the Appiicant may only assign the Applicant's rights hereunder to: 1) No more than three separate owners all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association, water district, water and sanitation district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or special district establishes to the satisfaction of the District that it has the ability and authority to perform the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the 3 Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist pursuant to a welJ sharing agreement or through a homeowners association or special district as provided above. Upon the sale of the real property to which this Contract pertains, Applicant shall make buyer aWare of this Contract and proper forms for assignment and change of ownership must be completed. 9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law. 10. Operation and Maintenance Agreement: Applicant shall enter into an "Operation and Maintenance Agreement" with the District under terms and conditions determined by the b03rd of Directors of the District, ifand when, the Board of said District determines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for additional annual monetary consideration for extension of District delivery services and for additional administration, operation, and maintenance costs; or for other costs to the District which may arise through services made available to the Applicant. 11. Change of Use: The District reserves the exclusive right to review, reapprove or disapprove any proposed change in use of the water allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 12. Use and Place of Use: Applicant agrees to use the water in the manner and on the property described in the documents submitted to the District at the time this Contract is executed, or in any operation and maintenance agreement provided by Applicant. Any use other than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a material breach of this agreement. 13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee title interest in or to any water or water rights referred to herein. 14. Conservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or water rights. J 5. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount, which provides water (on the formula of one acre foot per dwelling) for ordinary household purposes inside one single family dwelling, the watering of domestic livestock, fire protection, and the irrigation of Jawn and garden as specified in the Application. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. 4 Watering of jivestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless Applicant obtains approval from the Colorado Division of Water Resources for commercial use/livestock watering, provided that in no event shall actual diversions exceed the amount of water provided by this Contract. Violation of this paragraph 15 shall be deemed to be a material breach of this Contract. 16. Well Pennit: jf Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before District is obligated to deliver any water hereunder. 17. Measuring Device or Meter: Applicant agrees to provide, at its own expense, a measuring device deemed acceptable by the District's Engineer after consultation, or a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. Applicant agre~s to provide accurate readings from such device or meter to District upon District's request. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 18. Representations: By executing this Contract, Applicant agrees that it is not relying on any legal or engineering advice that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary legal and engi.neering advice from Applicant's own sources other than the District. Applicant further acknowledges that the District makes no guarantees, warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this Contract. Should the District be unable to provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District. 19. Costs of Water Court Filing and Augmentation Plan: Should the District, in its own discretion, choose to include Applicant's Contract herein in a water court filing for alternate point of diversion or plan of augmentation, then Applicant hereby agrees to pay to the District, when assessed, an additional fee representing the District's actual and reasonable costs and fees for Applicant's share of the proceedings. Applicant shalJ be assessed a pro-rata share oHhe total cost incun·ed by the District in preparing, filing and pursuing to decree the water court case. The pro-rata share shall be calculated by dividing such total cost by the number of contractees included in the filing;. To the extent that the District is caused additional costs because of objection filed specifically due to the inclusion of Applicant's Contract ill the filing. such additional costs may be charged specifically to Applicant and not shared on a pro-rata basis by all contractees. 20. Binding A!!reement: This agreement shall not be complete nor binding upon the District unless attached hereto is the form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the District's engineer. Said attachments shall by this reference ihereto be incorporated into the terms of this agreement. All correspondence from the District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further terms and conditions ofthis agreement. 5 21. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLfCANTTO OBTAIN A VALID WELL PERMIT OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, fNCLUDING THE WATER A CQUIRED UNDER THIS CONTRACT. IT IS THE CONTINUING DUTY OF THE APPLfCANTTO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE. 22. AREA B. CONTRACTS: IF APPLICANTS WELL OR OTHER WATER RIGHT THAT IS THE SUBJECT OF THIS CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MA Y ONLY PROTECT APPLfCANT"S WATER RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER SENIOR RIGHT. NO REPRESENTATION OTHERWISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLfCANT, THIS CONTRACT MA Y BE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT BY THE APPLICANT WITHIN THE NEXT 30 DA YS FOLLOWING THE AFFIXING OF SIGNA TURES ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLfCANT FOR THIS CONTRACT SHALL BE IMMEDIATELY REFUNDED TO APPLICANT. . /);/ ~.;{} I / p /1 f,;,./ :;,'iJ)!~ //' Appiicant {I:00<J t/....·CV>;tk / Appileant VViv,t,c /I! L/ STATEOF Caiocn(\ ~ ) ) ss. COUNTY OF (0::, Q ,~\~ I e 1 s:\ ) The foregoing instrument was acknowledged before me on this ~ day of '(-;rtf! .u ,20 0<; ,by \' \J VI:,J~eh of III rJ oen" ---\ Witness my hand and official seal. My commission er . es: I..) -d?' -(Y7 ~ C':t")\..\.:.~~ (' c\. dei... ,~otary Public STATE OF _____ _ ) ss. COUNTY OF ______ _ The foregoing instrument was acknowledged before me on this __ day of ________ . 20, ____ , by ______________ _ Witness my hand and official seal. My commission expires: _________ _ Notary Public ORDER After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is hereby ORDERED that said Application be granted and this Contract shall be and is accepted by the District. 6 WEST DIVIDE WATER CONSERVANCY DISTRICT BY~~~· .~~~~ President Date This Contract includes and is sLlbject to the terms and conditions of the following documents which must accompany this Contract I. Map showing location of point of diversion (use map provided) 2. Application and Data Form fully completed and signed 7 WASTEWATER TREATMENT PLAN ""*'~ & COLORADO "z RIVER & ...., G ENGINEERING, INC. Mr. Bob Regulski Big R Commercial Park POB9 Rifle, CO 81650 Dear Mr. Regulski: July 6, 2004 RE: Subdivision -Wastewater Treatment P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 A, requested, Colorado River Engineering, Inc. has completed field investigations to examine the use ofIndividual Sewage Disposal Systems (ISDS) for the treatment of biodegradable wdsicwater from the proposed 10 lots of the Big R Commercial Park Subdivision. ISDS is used for wastewater treatment of existing buildings on what is proposed to be Lot I of the subdivision (±9 acres). The remaining nine lots, ranging in size from two to four acres, are capable of being served by ISDS and can meet all regulatory requirements. For this subdivision, there are a variety of ISDS systems that are permitted by Colorado State Heath Department and Garfield County including a conventional septic tank with a below ground absorption field (leach field). Our field investigations and water percolation tests combined with the geotechnical report by H-P Goetech, dated February 24, 2004, fully support our recommendation of individual sewage disposal systems for each two acre lot. This is consistent with the County's Lot Ai-ea Restrictions based on disposal system (Section 5.04.0) of the County's Zoning Resolution). The near surface soil conditions were determined to be fairly uniform as shown by the topography, historic land use, soil conditions exposed in the percolation pits, and soil conditions reported by the geoteclmical engineer. HP Geotech characterized the soil as "sandy clay and silt with stratified silty sand layers." These were the same soil conditions encountered in the percolation test pits. Field tests were conducted to explore percolation rates on the property. Four test holes were hand dug at a bottom depth of roughly four feet. The location of the holes is shown on the attached Figure 1. Holes 1-4 were pre-soaked on March 25 11 \ 2004 and tested on March 26'\ 2004 in accordance with county and state guidelines. All test holes, except pit I, exhibited average percolation rates of between 5 to 60 minutes per inch of drop which is acceptable for "non- engineered" systems. Due to testing in a silty sand layer, Pit I was retested with Pit IA. The retest Pit IA was immediately adjacent to Pit I and was at the same depth. This pit and Pit 5 were dug and soaked on March 26 th and tested on March 27th The test pit percolation rates are shown in the table below. Hole# Percolation Rate -<minutes/inch) 1 4 1A (retest) 16 2 16 3 32 4 32 5 16 Average 22.4 The H-P Geotech report shows the fine grained soils to be more than 22-feet deep. The water table was encountered between 9-feet and 23-feet. This overburden depth and water table depth support the ability to develop non-engineered ISDS on the project site. Design locations for individual septic tank and leach field will need to be determined once an individual lot's design has been decided. These locations must meet the minimum distance requirements detailed by the Garfield County Building Depatiment, and should reasonably maximize the distance to surrounding wells. The actual leach field location will require testing and issuance of an ISDS permit prior to construction. The use of ISDS can provide an effective means of wastewater treatment in areas of low- density development, such as this development. Proper care and maintenance of the septic and leach field facility is the key component in assuring long-term effective operation. An ISDS is designed to handle mild biological and water waste including soaps and mild cleaners. Liquids such as paints, solvents, antifreeze, and pesticides should never be poured into the system. In addition, all grease should be disposed into the trash and not poured/forced into the ISDS. We recommend maintenance, such as tank pumping and inspection, to be performed by the Lot Owners Association to assure proper operation. The maximum period between pumping and inspection should not exceed two years. Attached is a Septic System Maintenance brochure from the Jefferson County, Colorado Department of Health and Envirorunent. This brochure provides helpful discussion on ISDS operation and maintenance as well as listing several important Do's and Don'ts. If you have any questions, please do not hesitate to call 970-625-4933. Sincerely, edtl~ Christ3 pher Manera, P .E. BB:cm Attach: Figure 1, H~P Geotech report, J ISDS.doc 2 • I i PIT4 • PO Box 1301 ~ COLORADO Rifle, CO 81650 ""'"'~ RIVER Tel 970-625-4933 ~. ENGINEERING Fax 970-625-4564 -.... Civil Engineering I Water RJghts, Augmentation Plans f Groundwater, Well Permitting IHydrology, Flood Plain Analysis ICana/s, Plpelmes, Dams / / / PIT ~ • :::lIT • 1--- PIT 5 PT 1~ PI-r-t,--7 / I / / / / / / / I I I \ / \ / / I Percolation Pit Locations "GUI""O 1 File Name: Drninagc.dwg lJob No: 600 1 Clien!; Big R Drawn by: BB I Aprvd by:C",1 IDllh::: May 12,2004 I Pumping YOU!-septic tauk Some materials in household sewage arc {lot easily decomposeu. A licensed systems cleaner will pUIllP tllis material from your tank .. If you have a 2-comparlnCllll..'luk, both sides should be pUl1lpecJ reguJnrJy. Failure 10 regularly pump the lank Illay result in sluuge entering the bed where it call plug the soil pores and result in failllre. In addition, adding an effiucnt filter 10 the outlet of your septic tank will help prevent solids from entering YOllf absorption bed. Since repairing a failillg absorption bed can cost thousands of dollars, an cfllucnt filter and routine pumping represents a YCIY reasonable illvcstmcllt in protecting your lSDS. Effluent Filters Absorptiou beds An absolvtioll bcJ is 'v here treated wastewater cll1cl-s thc soil. Plastic (PVC) pipes in lJlC bed are quilc susceptible to d:.unage so vehicles sliould never be uriven or parked on an absorplioll bed. Animals such as cattle or horses illay also compact the soil alld damage lilt: pipes. lfyour lSDS is in a pasture it shoulu be rence to keep out livestock. ErosiolJ 1.:aJl remove the soil covcr amJ allow sewage Lo escape from the bed this can be prevemed by maintaining proper drainage and establishing vegetative cover (excludillg trees. whose roots call enter and clog pipes). lfthc bed is located ill a lawn area, watering should be restricted to prevent saturation of the ground. Additives AJditives, \vhich claim to improve the operation of your sySlem, will probably not cause any harm bur they are 1101 lIeeded to assure propcr operation. 13ev~'are of claims that a chemical additive will "rejuvenate" your system or make pumping the lallk unnecessary. Summary Du Hot dispose of items uw!" will destroy the naturaJ Jiges{jon processes in your ISDS, contaminate the ground water, or overload the system with excess water. Have the tank regularly inspected and pumped. If you follow these few simple rules, your lSDS wil! prove to be a safe and economical OIl site method of \vastewater treatment for many years. Despite the best of care, some systems do malfunction, either backing up into the dwelling or leaking from the absorption bed (as shown all the frollt cover of this brochure). Should this happell, contact the Health Depru111lent al oncc. They can advise you all procedures to·repair the system. Priuted on Rccycled P~lpcr 4'"111- ~J JEFFERSON COUNTY DEI'ARTMENT Ole HEALTH AND ENVIRONMENT Septic System Maintenance Environmental Health Serviccs 1801 19'" Street Golden, Colorado 80401 303-271-5755 http://Ilealtll. jeffc O.lIS w o W + ~, ~ + ':: m o L m ~ ~ m ;u en o z " o c z -< -< m z < I m » , -< I ~ o o ~ ru .3 o f" ~ ~ " o o ~ The Illodern onsite wastev.'atcr treatment system, or individual sewage disposal system, as it is morc commonly knowlI, is all environmentally sOllnd method of wastewater Ircalllleni ill areas where public se,vers are not available. This guiue should help you understand how your system functions anJ will provide tips and information thal should help improve its operation and prolong its useful life. ,--... ~ " c",_._",,. .... !boo:I Scplic System •. ~P'ft , /- What it is and how it works A typical ISDS consists of a septic tank and an absorption bed (sometimes called a leaching field). The septic tank is usually Illade of concrc(e or other durable materials. j\-lost tanks have a capacity of j ,000 gallons or 1I10re and :lre divided into two compartments. Sewage from the dwelling, enters tile first compartment of the tank. Here, bacterial tlecompositioll occurs and materials that cannot be digested settle to the bottom 3S sludge or Iloat to the top ami form a scum layer. The remaining liquid then llows into the second compartment where additional treatment occurs. Although most septic tanks are non-mechanical, some have a motor or aerator that agitates the sewage. These mechanisms arc all important part of this type of tank and should not be removeu or tlisconnecleJ, as this will seriously affect the operation of the system. From the tauk the partially treateu sewage o.r effluent 110'11'5 to the absorption beu and eniers a series of perforated pipes bedded in gravel. It then drains through Ule gravel ami the soil below ,,,,here it is further treated and filtered before reentering the groundwater. The filtering action of tile soil removes most of the iIamlfui bacteria. The result is a high degree of treatment occurring in a natural, ellvironmentally sound process. I SoUabl-OfpHOIl PurtTICIIUon ,J(">, Ji}~~;·'1~,;;:~_~,~~~t::!.? \Vl1stewatcr Treatmcnt and Disposal in thc Soil Not all contamillants nre removed by these systems. Nitrate, a chemical by-product of humall waste, is not removed and lIlay impact groundwater (Iuality. Distance separation from wells and proper maintenance is necessary to increase treatment efTcctivcllcss as \yell as the lifespan of tile system. Caring [or your septic system All ISDS is ollly designed to. treat bousehold wastewater. Although typical houscllOld soaps. mId cleaners should Ilot cause a problem, liquids such as paints, solvents, thinners, pesticides, antifreeze, or photographic chemicals should never· be poured down the drain. These materials can damage your system and seriously pollute tlte groundwater. Likewise, items Stich as disposablc diapers, cigflfette buus, and sallitary napkins shoulJ lIot be put into the system. Kitchen wastes such as bOIlCS, eggshelIs, and coffee grounds do not readily decompose and should be thrown out. Grease is one of the worse enemies or your ISDS: pans should bc wiped clean prior to washing alld excess grease or drippings should not be poured down the drain. Unlike a public sewer, Your ISDS is designcd to accepljimiled flow. Prolonged overloading of tIle system rnay cause sluggish drains, sewage bnckups, or effluent surfacing .oil the absorption bed. Space your water usc out over time. Don't do multiple loads of laundry or permit three or four showers in a row. Y Y r,n,poo'k>n pOO'l :I... . f lL'-._QL _ ~um I -I __ I;:;rr -,', .. ~., ---' -'r· rTb tlet Btlflle or Baffle or T~ ,-T~ SlUdge Septic Tank C> '> ,~ ,. '" .,. u, " m o ~ en ~ ~ en 70 "> o z n o c z ., -< en Z < I m '" -, :c ~, '" m 3 o A '" ~ ~> o o ~ i3 DRAINAGE REPORT ~'\z G COLORADO "-, RIVER o 'r :z ENGINEERING, INC. Mr. Bob Regulski Rifle Ski Corp. POB 9 Rifle, CO 81650 Mr. Bob Regulski, July 9,2004 RE: Big R Commercial Park Drainage Plan Analysis P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. has completed a Drainage Plan analysis for subdivision of the Big R Commercial Park, in Garfield County, on US Hwy 6&24, just east of Rifle, Colorado, see Figure lao The analysis has been completed in support of Preliminary Plan submittal for 10 commercial lots. The purpose of the analysis is to calculate pre-development and post-development runoff, provide mitigation to prevent increased runoff to downstream properties, and present hydraulic calculations for drainage infrastructure internal to the project. This report has two main components. The first addresses the differences in historic and developed runoff. The increased developed runoff is addressed with four detention ponds on Lots 2-8. The second component of the report addresses existing drainage within the subdivision, pm1icularly drainage flow through the existing culverts bordering and under Hwy 6&24. All of the existing culverts are adequately sized for the contributing flows once cleaned of silt and debris. This report should be read with Preliminary Plan, Drainage Plan Sheet 5 and Drainage Details Sheet 6. HISTORIC USE The subject property was originally irrigated farmland with the same management practices currently used on the adjacent farmlands to the west, north, and east. These fields and this parcel gently slope to the southwest and are considered straight-row fielcls where the rows do not follow the contours. OFF-SITE CONTRIBUTING AREA As shown in Figure 1, the off-site contributing area to the subject property is the adjacent eastem property. The nOl1hem natural contributions to the property have been altered due to County Road 221 directing drainage to the west, which is assisted by the drainage diversions into the channel coming from the north and turning to the west at County Road 221. Drainage contributions from the east are limited by the natural gully shown in Figure I. EXISTING CONDITIONS The subject property is currently leased as commercial space on the south and east half of the property and agricultural land in the nOl1hwest area. This preliminary plat is atypical in the fact that roughly half the propeliy is currently used for its post subdivision buildout. Due to the existing development, some 1 components of the drainage plan are already in place. As shown on the Preliminary Plat, there are numerous culverts under existing access roads and under Hwy 6&24. Sheets 5 & 6 of the engineering design drawings show existing culverts and the final drainage plan design and details. HYDROLOGY ANALYSIS The hydrology analysis quantifies change in runoff. Commercial development increases the amount of impervious area and rainfall response time and can result in increased runoff conditions to downstream property owners. The increased runoff typically must be retained or detained to mitigate impacts. Flood flow hydro graphs have been calculated to determine the increase from the proposed development. Hydrographs were calculated using the Graphical and Tabular method developed by the Soil Conservation Service in "Technical Release-55, Urban Hydrology for Small Watersheds". Hydrologic calculations include data input for storm type and rainfall amount, drainage area, runoff curve numbers determined from soil types and vegetation cover and water flow path time of concentration. Supporting engineering calculations for the data input and runoff hydrographs have been included in the a((ached appendices. A design storm of 100-year frequency has been used based on design criteria established by Garfield County. The rainfall amount of 2A-inches for a 24-hour period was determined from the NOAA Atlas II, Volume III. This anaJysis incorporates a working drainage system while addressing increased flows from development. The hydrology analysis is roughly divided into two areas -to be developed (the north half) and currently developed (the south half). The north side will contain numerous detention ponds. The south side was analyzed given the existing culverts and flows in a I OO-year event. HISTORIC VS. DEVELOPED RUNOFF The analysis calculates peak flow rates from the historic conditions and develops mitigation through the use of detention ponds. This analysis shows that the proposed development will detain flows and decrease the peak flows to neighboring propeliies. The historic runoff areas are displayed in Figure 1. The entire contributing drainage area is divided into four areas, HI, H2, H3, and H4. The Curve Number (CN) for the historic use is 81. The historic analysis assumes agricultural land use prior to the development of the existing buildings. The table below is supported by Figure I and the hydraulic calculations in Appendix A. Historic Area Area (acres) Tc Peak cfs Total Discharge (cu. ft.) HI 16.3 .5350 1004 50,631 H2 10.6 .5383 6.7 33,543 H3 4.8 04769 3.3 15,189 H4 20.0 .5271 12.9 63,289 Total 51.7 acres 162,652 cu. ft. 2 Water Volume The difference in historic runoff volume and developed runoff volume can be determined given the rainfall, the area, and the eN, The eN developed value is from TR-55 Table 2-2. The eN for Industrial Districts (72% impervious) with a B soil group is 88. The following table is supp0l1ed by calculations in Appendix B. Area Acres Runoff, Q (inches) Volume of Runoff (cu.ft.) Devel. Subject Property 32.3 1.2963 151,989 Off-site 19.4 .8718 61.393 Total once developed 213,382 HI +H2+H3+H4 51.7 .8718 (163,652) Developed -Historic 50,730 cu. ft. The increase from historic to developed discharge volume, in a I OO-year storm, is 50,730 cu. ft. Detention Ponds Mitigation of increased runoff is often preformed by developing detention ponds. A detention pond functions as a damper to capture the peak inflows and then draining this detained volume by a lower flow outlet structure. All of the additional runoff volume, historic versus developed, of 50,730 cu. ft. can be detained in four ponds on Lots 2 thru 8. The ponds will have a total volume of 64,064 cu. ft. and can detain the additional runoff. The ponds will all be of the same basic design utilizing drainage swales or ditches to direct runoff to the detention areas. A riprap spillway has been designed for each pond in case of ovel10pping. The ponds drain through a series of 3" pipes which connect from one pond to the next. The last pond on Lot 2 drains through a 6" pipe into the drainage easement along the western edge of Lot I. The calculations for detention pond drainage and capacity are in Appendix C. Off the northwest corner of Lot I is an existing historic drainage ditch and culvert, shown in Figure 3. The historic peak flow in this ditch, due to a contributing area of 3.77 acres, was determined to be 3.5-cfs. The developed flow to the ditch will be from two sources -the developed area drainage and the 100-year outflow from the detention pond on Lot 2. The developed contributing area of O.2-acres will create a peak flow of O.4-cfs. The ponds' design will create an overflow of 2.6-cfs in the I OO-yr storm. The combined developed flow to the offsite culvel1 is 3.0-cfs, 0.5-cfs Jess than the historic flow. Supporting figures and calculations are in Appendix D. The detention ponds have the added benefit of acting as a sediment trap thereby decreasing the amount of silt, sand, and debris that would have historically flowed off the area of Lots 2-8. The water retained in these ponds during smaller events will promote plant growth and continue to improve the water quality within the ponds and to downstream watercourses. 3 Peak Water Flows The table below demonstrates the flow rates at the points of concentration m historic versus mitigated developed flows and this information is also displayed in Figure 2. Point of Concentration Historic Peak Flow (cfst Developed Peak 100-yr Flow (cfs) West side to off-site culvert lOA 3.0 SW comer to 18" culvert 6.7 8.0 South side-west to 24" culvert 3.3 6.1 South side-east to 24" culvert 12.9 16.2 Total 33.3 33.3 The table above can be broken into two basic flow directions -west, onto the neighboring property, and south, under Hwy 6&24. By adding the first two rows, the points of concentration flowing onto the neighboring property to the west decreases the peak flow from 17.I-cfs to 11.0-cfs. This flow continues southwest joining together along the north side of the highway embankment until almost the intersection of the road to Powerline Business Park. Approximately 40' upstream of the intersection is a culvert under the highway which reconnects the drainage off the subject properi)', The storm water on the north side of the highway flows into the wide drain path between the highway and the railroad. This final point of concentration is displayed in Figure I a. This flow is then expressed under the railroad bed via another culvert. As shown in the table above, the full impact of this development does not increase the peak flow at the final point of concentration, in the wide drainage path between the highway and the railroad. Hydraulic Structures Clllveris There are five culverts on the southern edge of the property boundary, two go under Hwy 6&24 and three run parallel to Hwy 6&24 under the highway access entrances. Their capacity was analyzed for the 1 DO-year storm event, 2A-inches in a 24-hour rainfall. It was determined that the existing culverts will pass the appropriate contributing flows. This analysis is based on non-silted culverts. As indicated on the provided survey, those culverts that are pariially or fully silted need to be cleaned for proper performance. In addition, the ditch flowline between the outlet of the access culvert in the southeast corner of Lot 1 aud the culvert inlet, approximately SO-feet downstream, needs to be cleaned/excavated to allolY free, non-ponding flow. There are four culverts that are designed to handle internal drainage. Three of these culveris are to drain into Lots 2, 3, and 6, transferring water under the road to the detention ponds. The fourth culveri is actually a pair of 18" steel pipes that mainly handle the off-site contribution running along the eastern edge of this parcel. That flow dissects the eastern portion of Lot 1 and drains into the eastern culvert crossing under Hwy 6&24. Supporting calculations are in Appendix D, Culvert Capacity Calculations. The drainage areas are shown in Figure 2. SwaIeslDitches Drainage to the detention ponds will be mainly accomplished through drainage swales along the internal road and along the south sides of Lots 2-9. These swales will be constructed in drainage and utility easements or the road easement. The swale depths are shown on the accompanying sheets and have one side slope of 3horizontal: 1 vertical and one side slope of 2horizontal: I vertical. 4 The other drainage channel picks up runoff from the eastern off-site contribution, This trench begins where the historical trench ends or has been altered, The trench begins at the north east corner of Lot 10, heading straight south to the highway drainage ditch, This is a trapezoidal ditch with a bottom width of 2-feet and side slopes of2horizontal: I vertical. Trench calculations are in Appendix D, SUMMARY With the addition of four internal culverts, cleaning existing culveJ1s and flowpaths, building four detention ponds on Lots 2 -8, and constructing internal drainage channels, the subdivision of the subject property will not cause an overall increase in flow to adjacent property owners during a 100-year storm event. Christop[,er Manera, P,E, CM:bb Drainage.doc VBrian Brown, Staff Engineer 5 I. I, 1 1 1 1 I, 1 1 -.--i ;.;- 1 ,."".,"'"',",, "",;,"t':1b"':'"''';t:1;''''''''''' h.',',"", .• ,·,,,",,t.,,·,,,,,,,,, I R 1a Cllenf BigR r & I DRAINAGE",./ ! AREAH 16.3 AC / PROPERTY ______ r----------------{/r --<:-d BOUNDARY ~~ L PT OF CONCENTRATION 100 YR. FLOW, 10.4 CFs 4REAH2 10.6AC / PROPERTY BOUNDARY -'- ./ DRAINAGE GULLY AREA H4 .! ( ( 20.0AC '1 I ~ .! / I I PROPERTY ,.! II rBOUNDARY~~ .! //' /' "\ / , & JARE /' ~ 4.8 .. ~. PT. OF CONCENT.~. A.TION / . 100 YR. FLOW, 12.9 CFS j .! ~ 24" CULVERT (E~ PT,I OF CONCENTRATION ~'-" /' 24" CULVERT (EX) / i 00 YR FLOW, 6,7 CFs /' Ii I ~ \ \ PT OF CONCENTRATION \jI 7[ 1 00 YR FLOW. 3 3 CFS I 18" CULVERT (EX)? I/'/' /' 18" CULVERT (EX) I /' . J i:: Z 24" CULVERT (EX) / /' /' /'\. WIDE DRAINAGE PATH BETWEEN HWY & RAILROAD /' / lDRAINAGE PATH ON NORTH SIDE OF HWY / PO Box 1301 "-.. COLORADO Rifle, CO 81650 ~RJVER Tel 970-625-4933 ~~. ENGINEERING Fax 970-625-4564 -... Historic Drainage Civil Engineering I Water Rights, Augmentation Plans I Groundwater, Well Permitting IHydroiogy, Flood Plain AnalysIs I Canals, Pipelines. Dams File Name: Drainage.dwg Job No: 600 Client' Drawn by: SS Aprvd by; eM Date: i\fay 12, 2004 Big R / I I DRAINAGE~ / / / I -- -- -- ---,.--- -- ---7./' ~o~ "",,(NEW) DRAINAGE GULLY\ ,I' / LOTS 2-9+ AREA 21.6 ACRESJ--------I jl I FLOW TO OFFSITE 10.4 CFS HIST. 3.0CFS DEV. --12" CULVERT ----(NEW) (i f POINTA i I AREA 03 20.5 ACREj I , / \ / ~~~~r:S l;'RE~ L 1 C ,II :;::0 18" CULV;RTS AREA LIB -3.0 ACRES L-:: (NEW) \ 0.7 ACRES ,// ~ ~ "---12"CULVERT(EX) L? I K_/ \ \ ~ 24" CULVERT (EX) \1/ 18"CULVERT(EX) ~~'CULVERT(EX~ 129CFSHIST. / IV 6.7 CFS HIST.~ ~ \ 16.2 CFS DEV. 8.0 CFS DEV. / / I 18" CULVERT (EX) I I / / / / 24" CULVERT (EX) I 1::: 1::: \ 3 3 CFS HIST. )---t 6 1 CFS DEV ::-/ ~ WIDE DRAINAGE PATH BETWEEN HWY & RAILROAD DRAINAGE PATH ON NORTH SIDE OF HWY / / / PO Box 1301 ~ COLORADO Rifle, CO 81650 ~RIVER Tel 970-625-49.33 "-~. ENGINEERING Fax 970·625-4064 --.. Culveli Contributing Areas Civil Engineering I Water Rights, Augmentation Plans I Groundwater, WeJl Permitting IHjdrology, Flood Plain Analysis ICana/s, Pipelines, Dams Big R f;F;d::., N~':::m"::'~::.D;:"~i,::;ag,::'.;d'::.'vg'::-c-l'J;cb",N,,cc,' ~6:::00'-:=-1 Client: Drawn by; BB Apli1d by: eM Date: July 1,2004 ) I I Appendix A Historic Conditions Hydrology Calculations 6 ~::=:;: :COLORADO ~~RIVER -~ ENGINEERING P.O. Box 1301,136 E. 3rd Rifle, CO 81650 1\ : , 1/;-55 Uf1,ted L ~- t~ -r-r',,'!,""; HI . , .' -"'-"·.l I Tel 970-625-4933 Fax 970-625-4564 CIJ·-:-: /37 ,'~ ., •• .c" ... - .;.,1 Job No 'c-"'lcc'C:L!'-./L/' ___ _ Job N a me---'I'-_______ _ Description ).f:;,-·ff:Y/~ I:)/·,::J,··< .. ~.f· ,.-~)' c ,j' Page __ of __ , P,r,:::::Y-i--( , ___ .f 'f" --------------------~ --~ -~---- h21VGstl;:g. Th'2 ie\ov 2vaii;:,ble V'!~'t"ts: CSP2c!"ty afisct.s s~r vivEil of seedlings. Mu:e dee:', snowsho9 har,s, 2nd some b:uG g~ouse "find habitat on this sol!. Community oeve\opment is severely Jim'l~ed by sh8110vv depth to bedrock and very steep siopes. This SOil IS in capability subcla3s Vlie, nI}0k~·igated. 38-!ilguHStarmal1 channery loams, 5 to 50 per- cent slopes. This complex is on ridge crests and moun- tainsides. Elevation ranges from 7,800 to 9,000 feet. The soils Tormed In residuum from sandstone and marlstone. The average annual precipitation is about 20 inches, the avsrsge annual air temperature is about 40 degrees F, and the average frost·free period is less than 75 days. The Ifigul soil makes up about 55 percent of the unit, and the Starman soil makes up about 30 percent. The Irigul soil is on mountainsides and the less windswept parts of the landscape, and the Starman soil is on ridge crests. The Irigul soil is shallow and well drained. Typically, the surface layer is grayish brown channery loam about 6 inches thick. The underlying material is yellowish brown extremely channery sandy clay loam about 11 inches thick. Hard, fractured sandstone is at a depth of 17 inches. Permeability of the Irigul soil is moderate, and availa· ble water capacity is very low. Effective rooting depth is 10 io 20 inches. Surface runoff is medium, and the erosion hazard is slight. The Starman soil is shallow and well drained. Typical· Iy, the surface layer is brown, calcareous channery loam about 3 inches thick. The underlying material is very pale brown, strongly calcareous extremely channery loam. Bedrock is at a depth of 13 inches. Permeability of the Starman soil is moderate, and available water capacity is very low. Eiiective rooting depth is about 10 to 20 inches. Surface runoff is medium, and the erosion hazard is siight. Included with these soils in mapping are smaU areas of Parachute soils in smaJJ depressions. These areas make up about 5 to 15 percent of the map unit. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Irigul soil is mainly wheatgrass, bluegrass, mountainmahogany, and service- beny. The native vegetation on the Starman soil is mainly wrleatgrass, pensternon, goidenweed, and buck- wheat. \Nhen range condition deteriorates, forbs and low growing shrubs iners'ase. Properly managing grazing maintains and improves range condition. Mule deer, wild horses, snowshoe hare, and blue grouse find habitat on these soils. Community development is limited by steep slOPeS and sl-;aHovv depth to ro·::k. 25 This. cO\nP\SX Ls ~rr G2.p2bi:1ty suedE.8s \/)\::3, n,]nirTiga.t- sd. 39-Jert·y ic:ar.l; 12 to 50 percent slopes. This deep, Vien drained, strongly sioping to steep scii IS on mOUil- ta!nsides. clevation ranges fiOm 7,000 to 9,500 feet. This s·:)U f-0rmed in al!uvium derived from sandstone, shai.9, and basaJt, The averag9 annual precipitation is about 20 inches, the average annual air ternpe.~atu~i3 is about 41 degrees i=, and the average fros·t-fres period is 1'::;5s th2.n 75 days. Typically, the -surface layer is dark grayish brovm ]cam about 3 inches thiC\c Ths subsoil is yeJiowish brown 2nd light brown cobbly clay loam about 37 inches thick. The substratum is light brown cobb!y c12.Y to e. depth of 60 inches. Included with this soil iii mapping are small areas of Tanna and Dollard soils at lowe, elevations. These are8.S make up 5 to 10 percent of the iTlap unit. Permeability is slow, and available water capccity is high. Effective rooting depth is 60 inches or more. Sur- face runoff is slmv, and the 8iOsion hazard is moderats. This soil is used mainly for limited grazing and wild!ife habitat. The native vegetation on this soil is main!y G2mbei oak, bromes, and elk sedge. When range is in poor condition, Kentucky bluegrass, undesirable weeds, and annual plants are numerous. Properly managing grazing maintains and improves range condition. Mule deer, elk, biue gmuse, gray squirrel, and wild turkey lind habitat on these soils. Community development is limited by high shrink·swell potential, steep slopes, and low strength. Building sites and roads need good drainage. This soil slumps when saturated or if cut deep. This soil is in capability subclass Vile, nonirrigated. 40-i(lm loam, 3 to S p6icant slopes. This deep, well drained, gently to sloping soil is on alluvial fans and benches. Elevation ranges from 5,000 to 6,000 feet. This soil formed in alluvium derived from shale and sarld· stone. The average annual pr-3cipltation is abOUT -12 incheS, the average annual air tE!mperature is about A6 degrees F, and the average trost-free period is about 125 days. Typicaily, the surface layer is yeJJowish brown or light yellowish brown loam about 17 inches thick. The under- lying material is light brownish gray loam to a depth of 60 inches. In piaces the underlying me,teri8i is stra~ified with fine sandy loam. Included with this soil in mapping are smeJ\ 2.re~s of Arvada and Olney soils that have siopes of 3 tc 6 pa- cent. These areas make up 5 to 15 percsnt of tile map unit Perrneabiihy is rn')deratB, and 2v2.ilab!e ~.J\'at·sf capacity js high. Effective rooting d'2-ptl \S 60 inc:h6s Oi ~r._~ r'-"'" )-, 111 > [[ ::0 <n C5 0) «) (\) ··\-.,.1 .~ ~ '~':5 E g.2 ~~ -g (1j:S >1~ :J "(;) (P C ---ni' {(j ',;:: gj g) (~j -'::m D .O cn L-J)1TJ....., (li_~ Cf.)"0 e 0 c ~g)..o <I) c '0.;'::; 0 '-0 C r.L !]):5 w .m m (\j C (Jl 2~ . ::J en oJ) Gl"5 (1) (f) (1j _ '(11 ~1 --(lj (~ Q).~ (Ii (D m .,::~ c~ .Q) L:::.;Cd(f» s--' (,-.. ~ ,- (fJ :2 p'~ . _ ~.~:::; -~. (j) >, .~ ·r) :"'-<i5 (I) e!) q CU CD Eo" c·u E<J}cJ).(12 c "C! n. m ":;! c --> c: (I) ~) :.::::: c 0 "t.J > ~~~~~~ i~!~:i t~i! ~~ f~~ i~~!~~ .~ '.mm n~w.'~ m m _L =~ ~~~mmJ (J) -' -r· '. Q": E ... -,_. I .. '.. ').-(/) .j._, (0 ~ :. J. U . (.1 'I '-. T> (I) 0 J: -("\j l. t-:n _ .c ITI (I) '-0 .... ·0 '"C (j) (/) 6"5 C (\) :> (j) (.1.' '. .., ~-(1, C _L ell III if) 0 -c' ~ . '-j (I) _ (J).c -, (() (!) c:: I." (); i~~~~~~~~~~~~ j~i~ ~.~~~~~ ?~~;~~ cU 0 L .,._. "<:1" >" :?' '-If) >, ,~ 0 ((5 :L:: ._ lJ} .. c. c.. , ' cd ~.~ ~j" if, (). r; ~ rimN m~m~ f~ mC~~ ~Qomm ~9'd~mm TJ X~ .(! .C1 l~ (f) f2 ij-i ~Em~ ~22(' 'J._ •. nl ~~g~ ~~~~ (", '~~': ~~~ 5 00 ,') S ~ q :J 0 cll Q) c:;-::. crt "(j\ (]) -."- (I) c.) C ci '->--0 -1:1 ::> :!:::: (fJ (1)'-F ():::o.. .. , me m -1-7 0 (j) .;; <Q S: -0 (jl ""Cl :.:0:. If) ,~~:, ~ "~ ~illi ,;, '~[:~] Iii r-,:.. (j) .'~ '5 -0 c_ :....---: 'C). ~~ ;f Cl. ~() ._. c ~s t\ (I) ~ ~Q; ~~ K; \.T _I~"" .;~} P.~ .m 'J; 0~ c~O'ofl~mm~ m0o> ~000m> ~Ym~Wm L '1_ .8 0 O..l..l 1' .... ~ . ..: T1 . :,,:: (0 -(;.).. i, .. '" ,r::: ,_ ' .. 0 () c! (: .... ,. I'. , .. _ m ., .. , D (0 -i._ rn qJ '1: iIJ (iJ 0 12) V::i "J) U ,---:. U ':-_. (.I (J): 'n ,.. (oJ I.d [11 ~§~~~~~~~~~t~ ~.~~~ ~~~~~t ~~ £~~ ~ 2~~0 DI' lf1 " .. .C') ' .• {'; ([J.I!? (I"j (!2 0 r.:: ~ .n.. E (r) ({) ~~q·'~w-m _~E 05m_ Cfm-m ('0~MO . I.~u. o ~ 1'-. (.~ c .2. gj .... fil E E 2" gi ~ri fi~·:r; :~l ~~~.;j. ~;:, :!iJ ~ .g 'Q ·tJ) [Ii "'1 .. ((~ ';:~ f~~ f~ (~.1 'i:ij i,~: ., .•• 1.? E E 0 C(f _p. 8) >, (~ ._ c'i (lj .. '0 .... , () t: ~) In Gj U ~() r: (Il (j) Ij) "'~ .!~ L~.q "0 --L. '-0 ([ :0 L1 ("_ +::'. (I) 0'"(0 ('1.. 0 (I) C C t';! >. ~~ ~~ ~ 'j::.~ >-~ m 6 ~~ E ~ "'1-":; {<j ::~"{(j 0 ro ',:;.) C -J :f1'-cF'co _Ci1 ., 00 {\ @:f; ~J };_~ ~~-~.s ~ ~ i ,,~ (0 r~~-_~ :i~:I~~:1~i~~ I~~i ii]~!~ ~i~~~! ~ ~~;~ S 'UJ CJ) _J ,J .f:: .;::: ("(;.-2 0 tl) ") 0 (") f': ("oJ "" • ..-: (/) S C 'lJ 0 m .. ~l ., .. (, ,'':;_ h (j) ~ .. " (" :::l (l) (!) .... -m (,] 0 r: ~."_ .. ,"--~~ _ c1) '-() ._. m .D 0 (f) (j) +--' .I.J • l._'" '.-, ' .• --:; () r:::-?:o f:) !:.:: o. :s .. c 0 j=: rr J--/.-..: c.!, "0 fi? (J) 'I) .r}:! 2i {(j ., .. ' 0 F: j (ji D. Cf) :::.: m _.-, ~i) . c: -c;; .~-:::: ._-0) '--.• 0. U') U) .,~ (]) C " (D (i) C h1 0) ~,~ ({J UJ (0 (j) Q.'-rj) OJ r-«(} (1j c 0) (0 (~ t1) '-•• ~: (fJ C o· (jJ 'C; ~ ~ ~ ~:~ ~) ~ J~ :B 2 ~ :~ ,~~ ~:>t :~' c: OJ (D.S (I), -c u-1 r:s 8 0 0 0 a~ en f~; q~ ~ ~ 0)['( (/.I m.s n..::-::: ~0 Q) OJ .., .~ ~~ ,1,:-(I) ,.,. ~ • Ql •. ~ TJ l..'J 0 :t.:.:' m E~ ().r.: .• -> (:; (I) q"i c: 6 gl 0) COD:::J ::'1("..)1,,_ (I) H ~ i!U H! i it; Ul ii II H ~ t~l !~~;Hl~ i~:! 1 OJ '-I.:', ,r! {{j "'.' ..;: C . 0 >, (j) -(J) •.. .:: .f.~ .f.. ~I' .. C [-: (P '.:>' :::1 r-(,! _.. _ iCE'> (J) ~":" (", C'"' ;;l (1 dl ~01 ;:'). (j) -~·i '0) -0 1:-"""::: -n c.: r __ = .". ~t:1 O.·L L. J '.. 0 J.. 0 1' •• ::> '.-.-;: co /.-L J ( ") til ,-.. ) t.;; ("J) ":'-. '((i .) ~',I ,~. (1"1 ."" " ""'J'-."; II .... -1---. . ..... _:;: > . . :::J ") ,_ ._:: ,C: 0) (j1 «( >,~ " .~ () .... I..! ,_ (i") .~~ JS E .. g 0. $: ?h lS, .1g (h ~ ::; ill.=-0 > --: f-; C> c: ,::1-0 'It) Cf) (f) ,I () .n OJ r[~::> () .C! (I) (J .1. .• -0... .1._ '-.. ( ..•.. '"CJ U) (f) (ri en 1"(, (I) ct. .. ....... _ _ .~... '_ .. '~ (jj ~o o j'" .~'! ·Cl .' n-; ,,' IIi of:: ,- e) -(lj o Q) m c-,. "1:::1 C ({1 ? (5 ··(Ii Y? ,'-- 'c:) L: i:! (I) m (fJ .~ .~ (() ._- n_ f:: ·0 (j) ~3 E: :0 •• ' C.T; ;:.-, (I, .~ -;~; U) OJ «) 8'--{5) () 0 •. m o 0) '1'-~ >. D) ~f ·0 (1J C E ((1 TJ {I}' (1) .f,; (I) ([\ =J >- ["J) (f) __ _ :.:.::: ';:0 '0 E ({) w (] en (ll }7,K] ;C' ~ ~~ ~ ~~~~~mo~ U m~D i~ I 11!~;Ji; ! ~l! ~o . cnm~N~m ~ c~m OO~ ~ ~~ ~mm~~ m mW~ c .s ~.~ oj C (]l -§: (f"J (]) oJ .,...., 3: (.1) m~ W C~moo~ r ~ Cae ~L E ~B2-.. ~~ ~ ~-~ o ({) . J2'-(j) (f) (I) -q (\"j cn l: >. .. •. -0) m.co""q--(])cJ)<-!:, C ''0 Ct. •• Om ~~-m_co~>c~~= c ou= '.-() ::.:1 .:J 0 (\i m L' = :-.. -~ =~,.Uc~~~u~ w ~mm ~u on-~ O-D ,=~ o~mmm5mEm·~ ~ ~~~ ~o mmo~-£ .-u ~ U=m ~m~~m5~mn-cc~ ,S ~mm TI~~£ijEf~~~~~ ~ ~~~ _Q () .£' § (l"j m.5I.? m (f) 0 C :1 D . F: (j") (I) -~j .u -5~O~n TI_. >-.. ~-;:~ . ~c; ,1) fl· "j ;2. 0 _ (I) s: F: (Ij .C,' DwucmC~_~c Qm ~ oE= Q (J) Q C (\1 L·-~_ L (/1 0 0 _ . .0 n~m~~Em~~ om· ~ c~ 9) P.2: .~ -£ u •. -r:: r-{3 9 ~ (rJ 1 0 0 h ·cd C) Ul (j), ·0 C CD C .• :::l I.L U) -• "" ••. ;:::' 6'{ ,-~. (f) OJ r: o.r: CiJ 0 L_ (~Q1 :L;': ;::: _ 0 () . .:.J .: q) (j) (1J () ••. ~ -).0 C (;j!-.J] 0 ._. :.::;' . ~mu>~ D~ -~cc~o~cn -·~x ~m~~um Bwmm woo-m oommmO~~~rucmmQm"~mCm--~E~~~~m~~~~2g=£~8-~ commwC~ .ua~~~Qomc_,_~~ 3: (,) 0 6; .c: if) C (I) (]).f: i~ -C CD ~~ f23 0 CJ 0 ({)'c 2m~~mmm~~a~m~c~~~mmwo ~s~w~_m£«?~ !)2~'ob_"o=c '. .."". (f,""::>. J L '.... f '-' ~ ._. c" ,_ .j ... (]) I .... (j) Tl f·-(u >-1) (j) ([j ~:: C) hj 0) () O·D:::-> ::J I .. ·· (., ~:i ~r; ~i [1; ,~~ ~o E 8 ;5. 3: j}; g) .. ;? s; ;:-:' '~'i'J ~J2 L CJ C\ lj) C !,) P) C!. m r:: ... ::::> II) .:': .'f! () ("~)" iT, m > (oJ ,r! ~!!ili! ~ii! !ii ~!i ii !!!il~; 'f_' ~~:' (jl _ . IT! ~~ \:: ., .. , . • (f) 'h [j) 1:, 0 ~j;" L:: H_ '0 ,!.. •• 0') 0. .. (1 1 (\; ;,1 (\1 r 0 CD Q2 -.(2 L-~ •• (I) f-(. {n 00 '''j .' (1' rJ ,; ,.~ .... -.,_".(l i!~~tiii~i~!~~~~ ~j~ ~~ ~~~i!~~ E~m~r-D~~nm~~n~~~IU? ~E~~ ·~~w~~ C~mm~NroNm~mmm~~m -mm~mo~m0~* I;~~jii~~li~~~!li~!!~~~~f:J~~~~ TflJL~ ,j.--::"V.LI_ -fiND -'Wlllen FE~flTUI(ES--C'ontinued ---------~---:-=====c=======~fll~O~O~'~I}.i~n~g[,====~========~--DII~ilg~iII~W~o~·t['e~r=·Jt~a~b]l~e~ Soil nanle and ! lIyul-o-:-------: Bedrock i Hisl< of '6-;)I'r()sion Potential : map 3Y1llbol I logic\ FreC1uency DUratiorl li'lontils !group : :: --------------~ ,---~ , , 39----------------: Jerl-Y :, )110 111 ____________ ;.; , ., /'. Kim :_-'_ . , 112-___ _ Lampllier , , 43----------------: LilJlon , 411----------------1 Marval 115 *; 1 Morval---------__ : , , Tridell----------\ 116, 117------------ Nillill 110---------------- Nortllwater 119, 50, 51-------- OIlley 52----------------\ ParacllllLe 53*: \ C 8 .,J' 0 C B 8 B B Q " fl PaJ-achute---_____ 1 0 , , Hilolle-----------_: B , J~, 55, 56--------: [3 Potts ';,'1*,58*,59*: \ l'oLts------------i 0 , , [luefollso------__ \ fl , , 60,61----------__ : D !thalle ! 62*; llock ouLcl·OI). Tot'l"iol'tllents. , , INone--------! , , , , , INone--------! None-------- None-------- , , , 'Nolle--------, , : , , : NOlle--------, \None------__ , , !None-------- None-------- NOlle-------- , , , , INol1e--------\ , : r~one--------, , INone--------, , :lIolle-_______ : I·Jone--------: , t--iulle--------! , N()JJe--------! See footrlote at elld of table. , , Depth , , ~i -, > 6.0 >6.0 >6.0 >6.0 > 6.0 >6. U >6.0 >6.0 >6,0 >6.0 >6.0 > G ,0 >6.0 >6.0 >6.0 >6.0 >6.0 Hontlls Depth IJarclJ1ess frost : Uncoateu ! Concl-ete ----------+---.--y;c-----:-----------\ act i 0 II \ s tee 1 'I In :-----------:-------,-------- >60 >60 >60 >60 >60 >60 >60 >60 1)0-60 IJarJ >60 20-110 ilippable 20-110 IUppable 110-60 Ilippat)le >60 >60 >60 , 110-60 :,Ihppable , , ~ MouecClte---\ High-----i1oderate. , , , , LOW--------!High-----Low, , , ~rOderate---\High-----Low. , , I, Low-------_ ~ IliljlJ-----110derate. , , , , , , IModel'ate---IMoJerate , , , . , :Mouerate---:Moderate , , : Low. , , ILow. , , , , i Houel-ate---I Iligll-----: Low. , , , , , , : 110dera te---;lligh-----~ Low. , IModerate---:Moderate , I Low. , , , , , , lLOw--------\Moderate I La ~~ • , , , :MoJerato---Mouel'ate iLow. IModerate---Model'ate iLow. , :Moderate---:Moderate ILow. , , , , , , ! LOw--------! IJigh-----! t1ouet'ate. , , , , , , Low--------llllg)l-----IModerate. , , , , Low--------:,lJigh-----\LOw. , , IMouerate---IModerate :Low. , , ,,,, '" jr· , ITl » OJ m ? o o r o OJ » o o .'- '" tmp#20S sheet Flow Description .................... . Manni ng' s n ..................... 0.1700 Flow Length ..................... 150.0000 ft TWO Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs shallow concentrated Flow Description ..................... Area HI Surface ......................... unpaved Flow Length ..................... 1000.0000 ft Watercourse slope............... 0.0130 ft/ft ve 1 ocity ........................ 1. 8396 fps computed shallow flow time ..................... > 0.1510 hrs channel Flow Descri pti on ..................... area HI Flow Area ....................... 3.5000 ft2 Wetted perimeter......... ....... 5.0000 ft Flow Length ..................... 500.0000 ft channel Slope. ............... ... 0.0100 ft/ft Manning's n ..................... 0.0350 Hydraulic radius ................ 0.7000 ft velocity........................ 3.3472 fps computed channel flow time ..................... > 0.0415 hrs *************************** Total Time of Concentration ......................... > 0.5350 hrs **************************** page 1 tmp#206 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ......•.. Time of concentration, Tc ...... . Pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . IajP ........................... . unit peak discharge, qu ........ . Runoff, Q ...................... . Pond and swamp adjustment, Fp .. , peak discharge, qp ............. . Area H1 Type II 1 year 2.4000 in 16.3000 ac 81 0.5350 hrs 0.0000 % of Area 0.4691 in 0.1955 468.6349 csmji n 1 ' i'!.f) 0.8718 in f (I. c r .-<0& .. ( ~-, . 1.0000 /\ lC7 d,c .. -<':..J' .I / ,. -' 10.4053 cfs page 1 tmp#207 sheet Flow Description ..................... Area H2 Manning's n ..................... 0.1700 Flow Length ..................... 150.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs shallow concentrated Flow Description .................... . surface ......................... unpaved Flow Length ..................... 1200.0000 ft Watercourse slope...... ......... 0.0130 ft/ft velocity........................ 1. 8396 fps computed shallow flow time ..................... > 0.1812 hrs channel Flow Descri pti on .................... . Flow Area ....................... 5.0000 ft2 Wetted Perimeter ................ 3.0000 ft Flow Length ..................... 330.0000 ft channel slope " ................. 0.0110 ft/ft Manning's n ..................... 0.0350 Hydraul i c radi us ................ 1. 6667 ft velocity........................ 6.2596 fps computed channel flow time ..................... > 0.0146 hrs *************************** Total Time of Concentration ......................... > 0.5383 hrs **************************** Page 1 tmp#208 Graphical Peak Discharge method Given Input Data: oescri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . orai nage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Iaip ........................... . Unit peak discharge, qu .. , ..... . Runoff, Q ....•.................. pond and swamp adjustment, Fp .. . Peak discharge, qp ............. . Area H2 Type II 1 year 2.4000 in 10.6000 ac 81 0.5383 hrs 0.0000 % of Area 0.4691 in 0.1955 467.0793 csmii n • ., 0.8718 in ~/I()' -?r-f(7,£J-c> ./ -I "::: 7., ( .. .,.-.. , , / >t l/ 1 . 0000 Y . j q.9 0 { ./' ,,/ _/ 6.7441 cfs Page 1 tmp#209 sheet Flow ---;~;~~i~tion ..................... Area frZ'H"> Manning's n ........... ;......... 0.1700 Flow Length ..................... 150.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs shallow concentrated Flow Description .................... . su rface ......................... unpaved Fl ow Length ..................... 890.0000 ft Watercourse slope............... 0.0130 ft/ft velocity........................ 1.8396 fps computed Shallow flow time ..................... > 0.1344 hrs *************************** Total Time of concentration ......................... > 0.4769 hrs **************************** Page 1 tmp#210 Graphical Peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc " .... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ialp ........................... . Unit peak discharge, qu ........ . Runoff, Q ...................... . pond and swamp adjustment, Fp '" peak discharge, qp ............. . Area H3 Type II 1 year 2.4000 in 4.8000 ac 81 0.4769 hrs 0.0000 % of Area 0.4691 in 0.1955 498.2568 csm/i n ~ 0.8718 in X L( (A = IS! g.! ~,,':1.'.;C 1. 0000 ' vo. [ , 3.2578 cfs Page 1 Worksheet Worksheet for Trapezoidal Channel Project Description Project File untitled.fm2 Worksheet offsite channel area H4 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient Channel Slope Depth Left Side Slope Right Side Slope Bottom Width Results Discharge Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. 0.030 0.011000 fVft 1. 00 fI 4.000000 H : V 4.000000 H : V 1. 00 fI 17.24 cfs 5.00 ft' 9.25 ft 9.00 ft 0.91 fI 0.016992 fVft 3.45 fVs 0.18 ft 1.18 ft 0.82 05/07/04 09:21:13AM Haestad Methods, Inc 37 Brookside Road Wa!e~bury, CT 06708 (203) 75S-i666 FlowMaster v5.15 tmp#211 sheet Flow ---;~~~~i~tion ..................... Area .tlC-H 1./ Manning's n ..................... 0.1700 Flow Length ..................... 150.0000 ft TWO Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs shallow concentrated Flow Description .................... . surface ......................... unpaved Flow Length ..................... 1050.0000 ft Watercourse slope..... .......... 0.0130 ft/ft velocity........................ 1.8396 fps computed shallow flow time ..................... > 0.1585 hrs channel Flow Descri pti on .................... . Flow Area ....................... 5.0000 ft2 wetted perimeter..... ........... 9.0000 ft Flow Length..................... 330.0000 ft channel slope .............. ..... 0.0110 ft/ft Manning's n ..................... 0.0300 Hydraulic radius................ 0.5556 ft velocity........................ 3.5108 fps computed channel flow time ..................... > 0.0261 hrs *************************** Total Time of Concentration ......................... > 0.5271 hrs **************************** page 1 tmp#212 Graphical peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN .•.•..... Time of concentration, TC ..... ,. pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ...... '" Ialp ........................... . uni t peak di scharge, qu ........ . Runoff, Q ...•................... pond and swamp adjustment, Fp .,. Peak discharge, qp ............ ,. Area H4 Type II 1 year 2.4000 in 20.0000 ac 81 0.5271 hrs 0.0000 % of Area 0.4691 in 0.1955 472.4104 csm/in 0.8718 in X ~ ()" ( .. 1. 0000 \ -:l., c· " 12.8700 cfs Page 1 Appendix B Developed Conditions Hydraulic Calculations 5 tmp#144.txt Graphical Peak Discharge method Given Input Data: Description .. . ..... Subject DeveL Rainfall distribuflon ....... ~ .. Type II Frequency.......... 1 year Rainfall, P (24-hours) ....... 2.4000 in Drainage area. . ............. 32.2000 ac Runoff curve number, CN. .. .. 88 ,. , Time of concentration, Tc. UlOO6-hrs-.j'S{C",,,,, d Pond and Swamp Areas. 0.0000 % of Area·' computed Results: I nitial abstraction, la . lalP ............ . 0.2727 in 0.1136 • ;1,3 Unit peak discharge, qu ... .. 352.995~/..{m3Iin =-15(,' crt Y ",'-r;; Runoff, Q ..... 1.2963 in x -,"'. '.'. c Pond and swamp adjustment, Fp. 1.0000 .. Peak discharge, qp . .. ...... ..23-1l2-25··cf~ d-.:.-' ') "J " Page 1 tmp#142.txt Graphical Peak Discharge method Given Input Data: Description ..... .... .... Off-sit~_ Rainfall distribution Type II Frequency.... 1 year Rainfall, P (24-hours) ......... 2.4000 in Drainage area 19.0000 ac Runoff curve number, CN . . 81 Time of concentration, Tc . LDOOO-I+r.s--j, s;,.g .... ,.,,' Pond and Swamp Areas. 0.0000 % of Area Computed Results: Initial abstraction, la ... . 0.4691 in lalP .............. 0.1955 Unit peak discharge, qu ......... 326.1925 csmlin Runoff, Q ..... 0.8718 in )( ! 7/1 Pond and swamp adjustment, Fp ... 1.0000 Peak discharge, qp. . ........ ,s,442-3-ef,,- Page 1 Appendix C I!etention Pond Calculations 6 P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 , , , "". \" " __ -=-~~V""'.~o.·. ' __ •. ""_,.-_ .. _---\~ " \ \ " '.'\ _~~ ____ '"'·"·_~"~'_~' __ ~' __ ,~" __ -r'~'_'_~"~_' __ • __ •• ~~_.~~.~.~_.~~_~ ~~ Page __ of __ ~:ar~ :COLORADO '--s..~RIVER -~ ENGINEERING P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 , ./ ! j/ I Tel 970-625-4933 Fax 970-625-4564 D ate ---,_7--,!-,.;o=-~_/'--0,,-·~--,l!_( _ Job No ,~(,,"-')-,,()-,,O'-' ___ _ Job Name_---~- Description I~.,f: PC"") UeJ Page __ of __ ---- ISso5 Sheet Flow Descri pti on .................... . Manning's n ..................... 0.2000 Flow Len gth ..................... 100.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope...................... 0.0100 ft/ft computed Sheet flow time ....................... > 18.7918 min Shallow concentrated Flow Description .................... . surface ......................... unpaved Flow Length ..................... 58.9229 ft Watercourse Slope............... 0.0100 ft/ft Ve loci ty ........................ 1.613 5 fps computed shallow flow time ..................... > 0.6087 min channel Flow Descri pti on .................... . Flow Area ....................... 2.5000 ft2 wetted Perimeter................ 5.0000 ft Flow Length ..................... 1662.3909 ft channel slope.......... ......... 0.0100 ft/ft Manning's n ..................... 0.0350 Hydraulic radius................ 0.5000 ft velocity........................ 2.6746 fps computed channel flow time ..................... > 10.3590 min *************************** Total Time of concentration ...................•..... > 29.7595 min **************************** Page 1 tmp#235 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . Drainage area .................. . Runoff curve number, eN ........ . Time of concentration, Tc ...... . Pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/p ........................... . Unit peak discharge, qu ........ . Runoff, Q . '" .................. . Pond and swamp adjustment, Fp .. . Peak discharge, qp ............. . Lots 2-9+ Type II 1 year 2.4000 in 21. 6000 ac 88 0.4959 hrs 0.0000 % of Area 0.2727 in 0.1136 ~~ ~9~~8f n cS~/l~, CD vc ::c Ie I, (':0 'lO.(-T S 1.0000 22.9763 cfs page 1 tmp#233 TR-55 Tabular Hydrograph Input Summary Descri pti on .................... . Lot2-9+ Rainfall Distribution .......... . IalP Interpolation ............. . Total Area ..................... . Peak Ti me ...................... . Peak Flow ...................... . Given Input Data: subarea Dis subareas Description area support Data: Messages: Area Cac) 21.6000 Method Type II off 21. 6000 ac 12.4000 hrs 23.1439 cfs CN 88 TC Chrs) 0.4959 Tt Rainfall Chrs) Ci n) 0.0000 2.4000 Info: Time of concentration rounded to 0.5000 hrs in row <1>. page 1 tmp#232 17.0000 hrs 0.9188 cfs 17.5000 hrs 0.8750 cfs 18.0000 hrs 0.8313 cfs 19.0000 hrs 0.7000 cfs 20.0000 hrs 0.6125 cfs 22.0000 hrs 0.5250 cfs 26.0000 hrs 0.0000 cfs Peak Time and Flow 12.4000 hrs 23.1439 cfs Page 2 area 11.0000 hrs 0.7438 cfs 11.3000 hrs 1. 0063 cfs 11.6000 hrs 1. 4000 cfs 11.9000 hrs 2.4938 cfs 12.0000 hrs 4.1125 cfs 12.1000 hrs 7.4376 cfs 12.2000 hrs 13.4751 cfs 12.3000 hrs 20.43l4 cfs 12.4000 hrs 23.1439 cfs 12.5000 hrs 22.1814 cfs 12.6000 hrs 17.5876 cfs 12.7000 hrs 12.9939 cfs 12.8000 hrs 9.8876 cfs 13.0000 hrs 6.1250 cfs 13.2000 hrs 4.2000 cfs 13.4000 hrs 3.2375 cfs 13.6000 hrs 2.6688 cfs 13.8000 hrs 2.3188 cfs 14.0000 hrs 2.0563 cfs 14.3000 hrs 1. 7938 cfs 14.6000 hrs 1. 5750 cfs 15.0000 hrs 1.4000 cfs 15.5000 hrs 1. 2688 cfs 16.0000 hrs 1.1375 cfs 16.5000 hrs 1. 0063 cfs 17.0000 hrs 0.9188 cfs 17.5000 hrs 0.8750 cfs 18.0000 hrs 0.83l3 cfs 19.0000 hrs 0.7000 cfs 20.0000 hrs 0.6125 cfs 22.0000 hrs 0.5250 cfs 26.0000 hrs 0.0000 cfs Total Flow values 11.0000 hrs 0.7438 cfs 11.3000 hrs 1.0063 cfs 11.6000 hrs 1.4000 cfs 11.9000 hrs 2.4938 cfs 12.0000 hrs 4.1125 cfs 12.1000 hrs 7.4376 cfs 12.2000 hrs 13.4751 cfs 12.3000 hrs 20.4314 cfs 12.4000 hrs 23.1439 cfs 12.5000 hrs 22.1814 cfs 12.6000 hrs 17.5876 cfs 12.7000 hrs 12.9939 cfs 12.8000 hrs 9.8876 cfs 13.0000 hrs 6.1250 cfs 13.2000 hrs 4.2000 cfs 13.4000 hrs 3.2375 cfs 13.6000 hrs 2.6688 cfs 13.8000 hrs 2.3188 cfs 14.0000 hrs 2.0563 cfs 14.3000 hrs 1.7938 cfs 14.6000 hrs 1.5750 cfs 15.0000 hrs 1.4000 cfs 15.5000 hrs 1.2688 cfs 16.0000 hrs 1.1375 cfs 16.5000 hrs 1.0063 cfs page 1 Runoff of area Lots2-9+ Time Time Incr. Time Time flow Volume (hours) (hour) (min) (sec) (cfs) (cu. ft.) 11 0.7438 803.304 11.3 0.3 18 1080 1.0063 1086.804 1890.108 11.6 0.3 18 1080 1.4 1512 3402.108 11.9 0.3 18 1080 2.4938 897.7684299.876 12 0.1 6 360 4.1125 1480.5 5780.376~ /'.( . /) P j '" 12.1 0.1 6 360 7.4376 2677.536 8457.912 WOuL, low 1::,(3'/':" ·!nT.' ,C}!A 'l d 12.2 0.1 6 360 13.4751 4851.036 13308.95 12.3 0.1 6 360 20.4314 7355.304 20664.25 12.4 0.1 6 360 23.1439 8331.804 28996.06 12.5 0.1 6 360 22.1814 7985.304 36981.36 12.6 0.1 6 360 17.5876 6331.536 43312.9 12.7 0.1 6 360 12.9939 4677.804 47990.7 12.8 0.1 6 360 9.8876 7119.072 55109.77 13 0.2 12 720 6.125 4410 59519.77 !Jr . ,j rid. 13.2 0.2 12 720 4.2 3024 62543.77 !" i),j"fr (O'J! '1-1(!/ [/,c-j'~' ·--+H---·----{f------~;--~~~---&~i~192{;;~ ~:~~-~~~ ~ i~ ~;~ ~tt,~ 13.8 0.2 12 720 2.3188 1669.536 68465.84 \\" .d'-;,"~'j~ F~'(;/' !} ,,·;.1 f/{:·-·;:-14 0.2 12 720 2.0563 2220.804 70686.65 ,[;! UU lit 14.3 0.3 18 1080 1.7938 1937.304 72623.95 MOX !'f~-u) ;), (f (--(~, 14.6 0.3 18 1080 1.575 2268 74891.95 15 0.4 24 1440 14 252077411.95 15.5 0.5 30 1800 1.2688 2283.84 79695.79 16 0.5 30 1800 1.1375 2047.5 81743.29 16.5 0.5 30 1800 10063 1811.34 83554.63 17 0.5 30 1800 0.9188 1653.84 85208.47 17.5 0.5 30 1800 0.875 1575 86783.47 18 0.5 30 1800 0.8313 2992.68 89776.15 19 1 60 3600 0.7 2520 92296.15 20 1 60 3600 0.6125 4410 96706.15 22 2 120 7200 0.525 7560 104266.2 26 4 240 14400 0 0 104266.2 600 Big RIHydroCalc.doc 104266.2 , 1 S; 17:0,1} J Mi.-1 wi /(j 'i .,\ ) ::::-, Table Rating Table for Trapezoidal Channel P 6Yl d SClI'If {jj 0, J S ------~-------------------Project Description Project File Worksheet Flow Element Method Solve For Constant Data untitled.fm2 Pond 2 Spillway Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.035 0.020000 ftlft 3.000000 H : V 3.000000 H : V Left Side Slope Right Side Slope Input Data Bottom Width Discharge Rating Table Minimum 2.00 8.00 Bottom Maximum 5.00 23.00 Discharge Width Depth Velocity (cfs) (ft) (ft) (ftls) 23.00 3.00 0.93 4.29 23.00 4.00 0.84 4.21 ..... ~N'~'~'.-, ... -"" ... ·~-,.~t-,~'~-~-"'-",...~*~"" . ~,----.-------,~~,~~'-,-, --'~"-. . ~3. '2.Q------l~-QgL. . .... g:IL. ___ .-.iE Increment 1.00ft 5.00 cfs 07/07/04 10:07:12 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 " FlowMaster \'5.15 Page 1 of 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 5, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION cul vert Di ameter (ft) ...................................... . FHWA cha rt Numbe r .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manning's Roughness coefficient (n-value) .................. . Entrance LOSS Coefficient of culvert opening ............... . cul vert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . starting Flow Rate (cfs) ............................. '" ... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . Flow Rate (cfs) 0.4 Tailwater Depth· (ft) 1.0 COMPUTATION RESULTS Headwater Inlet Contro 1 0.5 (ft) outlet Control 1.11 Norma 1 Depth (ft) 0.43 Critical Depth (ft) 0.32 Depth at Outlet (ft) 0.5 VALUE 0.5 1 1 0.012 0.1 125.0 0.0 0.5 0.004 0.4 0.2 0.4 1.0 0.0 1.0 outlet velocity (fps) 2.04 ================================================================================ HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email :software@dodson-hydro.com All Rights Reserved. page 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Worksheet Worksheet for Triangular Channel untitled.fm2 Pond 2 Outflow Triangular Channel Manning's Formula Discharge Mannings Coefficient 0.030 Channel Slope Depth Left Side Slope Right Side Slope Results Discharge Flow Area Welted Perimeter Top Width Cr'ltical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. 07105/04 06:42:24 PM 0.009000 ftIft 1.00 ft 1.500000 H : V 1.500000 H : V 3.93 cfs 1.50 It' 3.61 ft 3.00 ft 0.84 It 0.022349 ftIft 2.62 ftIs 0.11 ft 1.11 ft 0.65 Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.1S Page 1 of 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 6, 2004 ~=============================================================================== PROGRAM INPUT DATA DESCRIPTION cul vert Di ameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA scale Number (Type of culvert Entrance) ............... . Manning's Roughness Coefficient (n-value) .................. . Entrance Loss coefficient of culvert Opening ............... . cu 1 ve rt Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . Starting Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . Starting Tailwater Depth (ft) ..... '" ...................... . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . Flow Rate (cfs) Tailwater Depth (ft) COMPUTATION RESULTS Headwater (ft) Inlet Outlet Control control Normal Depth (ft) critical Depth (ft) Depth at Outlet (ft) VALUE 0.5 1 1 0.009 0.1 458. a 5,357.0 5,358.0 O. 0022 0.1 0.1 1.1 1.0 0.0 1.0 Outl et velocity (fps) 0.1 1.0 0.21 0.07 0.17 0.16 0.17 1.63 0.2 1.0 0.32 0.3 0.26 0.22 0.26 1.96 0.3 1.0 0.41 0.67 0.34 0.28 0.5 1.53 0.4 1.0 0.5 1.19 0.44 0.32 0.5 2.04 [ti~~~=: .. ·.···J:~g:=::: ....... &J_J,_~::..~=L~:t~:::==:8~j:=-:=::~:J~1~:~::~=£~ ~·~---·~~i'; 0.7 1.0 0.84 3.63 0.5 0.42 0.5 3.57 0.8 1.0 1.0 4.75 0.5 0.44 0.5 4.01 0.9 1.0 1.17 6.01 0.5 0.46 0.5 4.58 1.0 1.0 1.37 7.42 0.5 0.47 0.5 5.09 1.1 1.0 1.58 8.97 0.5 0.48 0.5 5.6 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069 Phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. Page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 6, 2004 ================================================================================ PROGRAM INPUT DATA DESCRI PTION culvert Diameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA scale Number (Type of culvert Entrance) ............. '" Manning's Roughness coefficient (n-value) .................. . Entrance LOSS Coefficient of culvert opening ............... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at upstream end of culvert (ft) ........... . culvert Slope (ft/ft) .................................... '" Starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . Starting Tailwater Depth (ft) ....................... , ...... . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . VALUE 0.25 1 1 0.009 0.1 38.0 0.0 3.0 0.0789 0.3 0.03 0.42 1.0 0.0 1.0 ================================================================================ Flow Rate (cfs) Tail water Depth (ft) COMPUTATION RESULTS Headwater Inlet Control (ft) Outlet control Normal Depth (ft) Critical Depth (ft) Depth at Outlet (ft) outlet velocity (fps) 0.3 1.0 1.64 0.74 0.17 0.25 0.17 8.18 0.33 1.0 1.96 1.31 0.19 0.25 0.19 8.26 t-8~~~---=~I~a:c:=·:=~:·t~.[:=::=:·· B.t:=.=:jj1:.::==:=&~:Hc==.=~8~H.::=:::-==ljh 0.42 1.0 3.07 3.37 0.25 0.25 0.25 8.56 ================================================================================ HYDROCALC Hydraulics for windows, Version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email :software@dodson-hydro.com All Rights Reserved. page 1 AppendixD Trench and Culvert Capacity Calculations 7 tmp#213 computed Sheet flow time ....................... > 0.3425 hrs computed shallow flow ti me ..................... > 0.1585 h rs channel Flow Description .................... . Flow Area ....................... 5.0000 ft2 wetted Perimeter................ 9.0000 ft Flow Length..................... 250.0000 ft channel slope. ............ ...... 0.0110 ft/ft Manning's n ..................... 0.0300 Hydraulic radius ................ 0.5556 ft Ve loci ty ........................ 3.5108 fps computed channel flow time ..................... > 0.0198 hrs *************************** Total Time of Concentration ......................... > 0.5208 hrs **************************** page 1 tmp#214 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . Drai nage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc '" ... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ialp ........................... . unit peak discharge, qu ........ . Runoff, Q ...................... . pond and swamp adjustment, Fp .. . Peak discharge, qp ............. . Nwl/2D3 Type II 1 year 2.4000 in 12.3300 ac 81 0.5208 hrs 0.0000 % of Area 0.4691 ln 0.1955 475.4747 csmlin 0.8718 in 1.0000 7.9858 cfs Page 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data NW1/2D3 Worksheet for Trapezoidal Channel untitled.fm2 NM1/2D3 Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0030 Channel Slope Left Side Slope Right Side Slope Bottom Width Dischar~e Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. 07/02/04 10:44:43 AM 0.010000 ftlft 2.000000 H :V 2.000000 H : V 2.00 ft 10.10 cfs 0.84 ft 3.09 ft' 5.75 ft 5.36 ft 0.72 ft 0.017964 ftlft 3.27 ftls 0.17 ft 101 ft 0.76 Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.1S Page 1 of 1 tmp#150.txt Computed Sheet flow time . .... . ...... ...... > 0.1620 hrs Shallow Concentrated Flow Description..... ...... AreaContPtB Surface ...... ..... Unpaved Flow Length.. 1100.0000 ft Watercourse Slope. 0.0130 ftlfl Velocity... 1.8396 fps Computed Shallow flow time... ..> 0.1661 hrs Channel Flow Description. AreaContPtB Flow Area. 3.5000 1t2 Wetied Perimeter. 3.8000 ft Flow Length. 350.0000 It Channel Slope. 0.0110 fUft Manning's n . .. 0.0350 Hydraulic radius. . 0.9211 it Velocity... 4.2154 fps Computed Channel flow time. ..> 0.0231 hrs *************************** Total Time of Concentration. .. ...... > 0.3512 hrs *****************..,********** Page 1 tmp#197 Graphical Peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rai nfa 11, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/P ........................... . unit peak discharge, qu ........ . Runoff, Q ...................... . Pond and swamp adjustment, Fp .. . peak discharge, qp ............. . Area Contrib.pt B Type II 1 year 2.4000 in 15.4500 ac 81 0.3512 hrs 0.0000 % of Area 0.4691 in 0.1955 581. 8625 csm/i n 0.8718 in 1. 0000 12.2456 cfs page 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data untitled.lm2 AreaContribPtB Worksheet lor Trapezoidal Channel Area Cant. PtB Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 0.010000 ftlft 2.000000 H : V 2.000000 H : V Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. 07/02/04 10:51:11 AM 2.00 ft 12.20 cfs 0.92 ft 3.55 It' 6.12 ft 5.69 ft 0.80 ft 0.017526 ftlft 3.44 ftls 0.18 ft 1.11 ft 077 Haestad Methods, Inc. 37 Brookside Road WaterbUry, CT 06708 (203) 755-1666 FlowMaster vS.1S Page 1 of1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 2, 2004 ;-) ?"r;t{ =~~============================================================================= PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA Cha rt Numbe r .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manning's Roughness Coefficient (n-value) .................. . Entrance Loss Coefficient of culvert opening ............... . cul vert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . starti ng Fl ow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................... : ............ . Ending Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tai lwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . VALUE 1.5 S-t c '{ r.r''' i --'---. 0 . 011 ~0.1 TJd,,,1 ~/ 4g: g j,~.'.~-·--n G't~ 0.39 0.0097 5.9 0.1 6.3 0.5 0.0 0.5 ================================================================================ Flow Rate (cfs) Tai lwater Depth (ft) COMPUTATION RESULTS Headwater Inlet Control (ft) Outlet Contra 1 Normal Depth (ft) page 1 Critical Depth (ft) Depth at Outlet (ft) outlet velocity (fps) tmp#199 sheet Flow Descri pti on .................... . Manni ng' s n ..................... 0.1500 Flow Length ............... ...... 150.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... O. 0110 ft/ft computed sheet flow time ....................... > 0.3313 hrs shallow concentrated Flow Description .................... . Surface ......................... Unpaved Flow Length ..................... 300.0000 ft Watercourse slope......... ...... 0.0110 ft/ft velocity........................ 1.6922 fps computed shallow flow time ..................... > 0.0492 hrs Channel Flow Description .................... . Flow Area ....................... 3.5500 ft2 Wetted Perimeter... ........ ..... 6.1000 ft Fl ow Length ..................... 320.0000 ft channel slope................... 0.0100 ft/ft Manning's n ......... ....... ..... 0.0300 Hydraulic radius.... ...... ...... 0.5820 ft velocity........................ 3.4527 fps Computed Channel flow time ..................... > 0.0257 hrs *************************** Total Time of Concentration ......................... > 0.4062 hrs **************************** page 1 tmp#201 Graphical Peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ...... . Pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . laiP ........................... . unit peak discharge, qu ........ . Runoff, Q ...................... . Pond and swamp adjustment, Fp .. , peak discharge, qp ............. . Area 03 Type II 1 year 2.4000 in 20.5000 ac 82 0.4062 hrs 0.0000 % of Area 0.4390 in 0.1829 547.3072 csmiin 0.9252 in 1.0000 16.2205 cfs ,;f ...... '"(7 "-(;~z\~;i) .f page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 2, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION FZ<vi;{vJ<[ UPS-GN'OJ/t Lcd I/(vt' ;y, fiv.-, Y·& R Ot'.u' VALUE --------------------,~~----------------------------------;-------~--------------- culvert Diameter (ft).......... ........................ ..... 2.0 FHWA chart Number.................................... . . . . . . . 2 FHWA scale Number (Type of culvert Entrance).... ............ 1 Manning's Roughness coefficient (n-value). .................. 0.024 Entrance Loss Coefficient of culvert opening. ............... 0.5 Culvert Length (ft)...... ......... .... .......... ....... ..... 73.0 Invert Elevation at Downstream end of culvert (ft).......... 5,361.7 Invert Elevation at Upstream end of culvert (ft)....... ..... 5,362.3 culvert slope (ft/ft).... ............. ....... .......... ..... 0.0082 Starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ............... , ..................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) .... '" ......................... . 16.0 0.2 16.4 1.0 0.0 1.0 ================================================================================ Flow Rate (cfs) Tailwater Depth (ft) COMPUTATION RESULTS Headwater (ft) ~ Normal Inlet outlet Depth Control control (ft) Critical Depth (ft) Depth at Outlet (ft) Outlet velocity (fps) HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. ;, ie' acce .s:_~:: d r-~ .0: IGd" Jr; ~:"""l/-.t .::."" ;) , ~~"'-'-"-~' .~,-~ ~-~"~,,--.,-- . . If>:, c.uI'i/.(id /()(l page 1 tmp#202 Sheet Flow Description .................... . Manning's n ..................... 0.1500 Flow Length ..................... 50.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope...................... 0.0130 ft/ft computed Sheet flow time ....................... > 0.1287 hrs shallow concentrated Flow Description .................... . su rface ......................... unpaved Flow Length..................... 330.0000 ft Watercourse Slope............... 0.0130 ft/ft velocity........................ 1.8396 fps computed Shallow flow time ..................... > 0.0498 hrs channe 1 Fl ow Description .................... . Flow Area ....................... 3.0000 ft2 Wetted perimeter................ 5.0000 ft Flow Length........ ............. 300.0000 ft Channel slope................... 0.0100 ft/ft Manning's n ..................... 0.0200 Hydraulic radius... ............. 0.6000 ft velocity........................ 5.2855 fps computed channel flow time ..................... > 0.0158 hrs *************************** Total Time of concentration ......................... > 0.1943 hrs **************************** Page 1 tmp#203 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........• Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ialp .................. , ........ . Unit peak discharge, qu ........ . Runoff, Q .................... ,., pond and swamp adjustment, Fp .. . peak discharge, qp .•.. , .... " .. . Area Llc Type II I year 2.4000 in 3.0000 ac 88 0.1943 hrs 0.0000 % of Area 0.2727 in 0.1136 801. 8780 csmli n 1.2963 in 1.0000 4.8"726 cfs page 1 , , S?(i€!. untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFOR~IANCE CURVE July 2, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA Chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manning's Roughness coefficient (n-value) .................. . Entrance Loss Coefficient of culvert opening ............... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . Starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . Starti ng Tai lwater Depth (ft) .............................. . Incremental Tai lwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . VALUE 1.5 2 2 0.024 0.8 60.0 5,354.7 5,355.3 0.01 4.9 0.1 4.9 1.5 0.0 1.5 ================================================================================ Flow Rate (cfs) 4.9 Tai lwater Depth (ft) 1.5 COMPUTATION RESULTS Headwater Inlet Control 1.3 (ft) Outl et Control 1. 56 Norma"1 Depth (ft) 1.07 Critical Depth (ft) 0.85 Depth at Outlet (ft) 1.5 outlet velocity Cfps) 2.77 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069 phone:(281)440-3787, Fax: (281)440-4742 , Email:software@dodson-hydro.com All Rights Reserved. Page 1 tmp# 131. txt " ; Sheet Flow Description. Manning's n ........ .......... 0.1500 Flow Length 50.0000 ft Two Yr, 24 hr Rainfall... 2.4000 in Land Slope .................. 0.0130 ftlft Computed Sheet flow time ....................... > 0.1287 hrs Shallow Concentrated Flow Description. SuITace. Unpaved Flow Length. 440.0000 ft Watercourse Slope 0.0130 fUit Velocity.. ........... 1.8396 fps Computed Shallow flow time ..................... > 0.0664 hrs *************************** Total Time of Concentration ........................ > 0.1951 hrs **************************** Page 1 tmp#204 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Ini ti al abstracti on, Ia ........ . la/P ........................... . Unit peak discharge, qu ........ . Runoff, Q ...................... . pond and swamp adjustment, Fp .. . peak discharge, qp ............. . Area Llb Type II 1 year 2.4000 in 0.7000 ac 88 0.1900 hrs 0.0000 % of Area 0.2727 in 0.1136 808.8103 csm/in 1. 2963 in 1. 0000 1.1468 cfs Page 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 5, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION cul vert Di ameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA scale Number (Type of culvert Entrance) .............. .. Manning's Roughness Coefficient (n-value) .................. . Entrance Loss coefficient of Culvert opening ............... . cul vert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . Starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . Starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . Flow Rate (cfs) 6,05 Tailwater Depth (ft) 1.0 COMPUTATION RESULTS Headwater Inlet Control 1. 29 (ft) Out'l et control 0.0 Normal Depth (ft) 0.85 Critical Depth (ft) 0.S7 Depth at Outlet (ft) 0.85 VALUE 2.0 2 2 0.024 0.8 57.0 5,352.9 5,353.9 0.0175 6.05 0.0 6.05 1.0 0.0 1.0 outlet velocity Cfps) 4.79 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc" 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Emai 1: software@dodson-hydro.com All Rights Reserved. Page 1 tmp#134. txt Sheet Flow .. ;-.', Description ................... . Manning's n 0.1500 Flow Length .... 50.0000 it Two Yr, 24 hr Rainfall. 24000 in Land Slope. ............. 0.0130 ftlit Computed Sheet flow time ..................... > 0.1287 hrs Shallow Concentrated Flow Description ........... . Surtace . Unpaved Flow Length. 1000.0000 it Watercourse Slope 0.0130 fUlt Velocity. 1.8395 fps Computed Shallow flow time ... ............ > 0.1510 hrs *******'k******************* Total Time of Concentration ...................... > 0.2797 hrs Page 1 tmp#215 Graphical Peak Discharge method Given Input Data: oeser; pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... , Drai nage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ., .... . pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . IalP ........................... . unit peak discharge, qu ........ , Runoff, Q ...................... . pond and swamp adjustment, Fp .. , peak discharge, qp ............. . Area Lla Type II 1 year 2.4000 in 5.3000 ac 88 0.2797 hrs 0.0000 % of Area 0.2727 in 0.1136 690.2016 csm/in 1.2963 in 1.0000 7.4093 cfs page 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 6, 2004 ~=============================================================================== PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA Chart Number .......................................... . FHWA scale Number (Type of culvert Entrance) ............... . Manning's Roughness coefficient (n-value) .................. . Entrance LOss coefficient of culvert opening ............... . culvert Length Cft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ftjft) ...................................... . Starting Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ...................... , .............. . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Endi ng Tai lwater Depth (ft) ................................ . Flow Rate (cfs) 7.4 7.5 7.6 7.7 7.8 7.9 8.0 8.1 Tailwater Depth (ft) 1.0 1.0 1.0 1.0 1.0 ' 1.0 1.0 1.0 COMPUTATION RESULTS Headwater (ft) Inlet Outlet Control Control 1.71 1. 79 1.73 1. 85 1. 75 1. 89 1. 81 1. 94 1. 87 1. 99 1. 92 2.04 1. 97 2.09 2.02 2.14 Normal Depth (ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Critical Depth (ft) 1.05 1.06 1.07 1.08 1.08 1.09 1.1 1.1 Depth at Outlet (ft) 1. 05 1.06 1.07 1. 08 1. 08 1.09 1.1 1.1 VALUE 1.5 2 2 0.024 0.8 70.0 5,351.3 5,352.1 0.0114 7.4 0.1 8.1 1.0 0.0 1.0 outlet velocity (fps) 5.58 5.61 5.65 5.68 5.71 5.75 5.78 5.82 HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. , (I ! t" C" i l -/ { '" I s ell i/'/jr-" Jlt --' W (L ..... ,-rf\~,I t..'· c-c:.c -.! f A-,) (,.. -.( <., • -r .. VJ'- 1 -.Ir) r ?'-d~·>' '\ i/ .. Iill Lf'){'"",d ~::.:~,;.." .:;"? ... '....; r,,·--" ~ ):?'-:-T=">-'"'::"'~~' '/>:x'";-~7ft -7 ,'~ -e: F 01' . ?,,(r F1I: ~-~7J 2,1 /' e:+X L fa I ! " I' 7/1"''-/ i I \ / J/ . J V / /t Page 1 1· ! ~ tmp#lS4.txt Sheet Flow 2acreLot Description Manning's n . Flow Length .' Two Yr, 24 hr Rainfall Land Slope .......... . 0.1500 50.0000 ft 2.4000 in 0.0130 ftlft Computed Sheet flow time ..... > 0.1287 hrs Shallow Concentrated Flow Description ..... 2acreLot Surface .... Unpaved Flow Length ." 210.0000 ft Watercourse Slope 0.0130 ftlft Velocity. . 18396 fps Computed Shallow flow time. . ....... > 0.0317 hrs Channel Flow Description. 2acreLot Flow Area. 2.3000 ft2 Wetted Perimeter. 2.6000 fi Flow Length ... 290.0000 ft Channel Slope. 0.0130 fUft Manning's n . . 0.0350 Hydraulic radius ... 0.8846 ft Velocity. . 4.4609 fps Computed Channel flow time .. . ........ > 0.0181 hrs *************************** Total Time of Concentration. .> 0.1785 hrs *****~********************** Page 1 tmp#155.txt Graphical Peak Discharge method Given Input Data: Description. Rainfall distribution. Frequency Rainfall, P (24-hours) .. .. Drainage area ........... .. 2acreLot Type II 1 year 2.4000 in 2.0000 ac Runoff curve number, CN .. Time of concentration, Tc ... Pond and Swamp Areas. 88 0.1785 hrs O. 0000 % of Area Computed Results: Initial abstraction, la . 0.2727 in la/P 0.1136 Unit peak discharge, qu ... 828.1629 csm/in Runoff, Q.. ............. 1.2963 in Pond and swamp adjustment, Fp ... 1.0000 Peak discharge, qp . 3.3549 cfs Page 1 , tmp#218 computed sheet flow time ....................... > 0.1287 hrs computed shallow flow time ..................... > 0.0370 hrs channe 1 Flow Description .................... . Flow Area ....................... 2.5000 ft2 wetted Perimeter................ 4.0000 ft Flow Length ............... ...... 240.0000 ft channel slope................... 0.0100 ft/ft Manning's n ..................... 0.0300 Hydraulic radius................ 0.6250 ft velocity........................ 3.6209 fps computed Channel flow time ..................... > 0.0184 hrs ~~************************* Total Time of Concentration ......................... > 0.1841 hrs **************************** Page 1 tmp#219 Graphical Peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN .....•... Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Iaip " ......................... . Unit peak discharge, qu ........ . Runoff, Q .. , ................... . pond and swamp adjustment, Fp .. . Peak discharge, qp ............. . Drainage to New 12" culverts Type II 1 year 2.4000 in 1. 5000 ac 90 0.1841 hrs 0.0000 % of Area 0.2222 in 0.1000 825.4865 csmiin 1.4420 in 1. 0000 2.7900 cfs Page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 5, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA scale Number (Type of culvert Entrance) ............... . Manning's Roughness Coefficient (n-value) .................. . Entrance LOss Coefficient of culvert opening ............... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at upstream end of culvert (ft) ........... . culvert Slope (ft/ft) ...................................... . Starting Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . VALUE 1.0 1 1 -... :::.0 l .r _."" o .011 ~'~;"c':" --3 f f' 'f<':--':' 0.1 'f'V,'-r of.:-,.-::--1- 55.0 0.0 0.55 0.01 2.8 0.0 2.8 1.0 0.0 1.0 ================================================================================ Flow Rate (cfs) 2.8 Tailwater Depth (ft) 1.0 COMPUTATION RESULTS Headwater Inlet Control 1.18 (ft) outlet Contro 1 0.91 Normal Depth (ft) 0.6 Critical Depth (ft) 0.72 Depth at Outlet (ft) 0.6 Outlet vel oci ty (fps) 5.73 ================================================================================ HYDROCALC Hydraulics for windOWS, Version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email :software@dodson-hydro.com All Rights Reserved. page 1 ------ i I / DEVELOPED 1 OO-YR OUTFLOW FROM DETENTION PC'N[), 2.6 CFS POINT OF IN EXISTING DITCH 12" CMP OFF-SITE (EXISTING) ApPROX. 12' IN LcNC;TH. DEFINED DITCH TO CULVERT FROM SUBJECT PROPERTY PO Box 1301 '-. COLORADO Rifle, CO 81650 '-"-~ RIVER TeI970-625:4933 ~. ENGINEERING Fax 970-62)-4564 -~ Civil Engineering j Water Rights, Augmentation Plans ,Groundwater, Well Permitting IHydrology, Flood Plain Analysis _Canafs, Plpelmes, Dams DRAINAGE", / / / I I DRAINAGE GULLY\ ,/ I ( ! / HISTORIC AREA CONTR)~UTING OFF-SITE 12" CMP CULVERT 3.77 ACRES, 3.5 CFS \ DEVELOPED AREA CONTRIBUTING " ( ) TO OFF-SITE 12" CULVERT / 0.2 ACRES, 0.4 CFS / / Culveli Contrib. Hist. & Devel. Areas for 12" Culveli File Name: Drainagc.dwg Job No: 600 Client: ~D~;~~-'O~b-Y~'~B~B~A~P~O~'d~b~Y~'~C~-,~D~ot~"~J~"o-,~'~2,~2~O~04~ BigR ( / tmp#l77 . txt sheet Flow Description ..................... Hist area to 12" offsite culvert Manni ng' s n ..................... 0.0600 Flow Length ..................... 50.0000 ft TWO Yr, 24 hr Rainfall .......... 2.4000 in Land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.0618 hrs shallow concentrated Flow Description ..................... Hist area to 12" offsite culvert surface ......................... unpaved Flow Length .. ................... 1280.0000 ft Watercourse slope............... 0.0130 ft/ft velocity........................ 1.8396 fps computed shallow flow time ..................... > 0.1933 hrs *************************** Total Time of concentration ......................... > 0.2551 hrs **************************** Page 1 tmp#236 Graphical peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN ...•..... Time of concentration, Tc ...... . pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Iaip ........................... . uni t peak di scharge, qu ........ . Runoff, Q ...................... . Pond and swamp adjustment, Fp '" Peak discharge, qp ............. . Hist Area to 12" offsite culvert Type II 1 year 2.4000 in 3.7700 ac 81 0.2551 hrs 0.0000 % of Area 0.4691 in 0.1955 675.8233 csmiin 0.8718 in 1. 0000 3.4706 cfs Page 1 tmp#223 Graphical peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN .....•... Time of concentration, Tc ., .... . Pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Iaip ........................... . Unit peak discharge, qu ........ . Runoff, Q ........•.............. pond and swamp adjustment, Fp .. . peak. discharge, qp ............. . Figure 3 to w. off-site Type II 1 year 2.4000 in 0.2000 ac 88 0.1000 hrs 0.0000 % of Area 0.2727 in 0.1136 1004.9581 csmiin 1. 2963 in 1. 0000 0.4071 cfs Page 1 Project Description Project File Worksheet Flow Element Method Solve For Constant Data Table Rating Table for Triangular Channel untitled.fm2 jkl Triangular Channel Manning's Formula Channel Depth ~ 1.·1+-1 ..2) uJ Ct ; -e a epL(., $:-"' , Mannings Coefficient 0.025 Left Side Slope 3.000000 H :V Right Side Slope 2.000000 H : V Input Data Minimum Maximum Increment Channel Slope 0.008000 0.010000 0.001000 ftlft Discharge 4.00 10.00 1.00 cfs Rating Table Channel Discharge Slope Depth Velocity (cfs) (ftlft) (ft) (ftls) 4.00 0.008000 077 2.68 4.00 0.009000 0.76 2.80 4.00 0.010000 0.74 2.91 5.00 0.008000 0.84 2.83 5.00 0.009000 0.82 2.96 5.00 0.010000 0.81 3.08 6.00 0.008000 0.90 2.97 6.00 0.009000 0.88 3.10 6.00 0.010000 0.86 3.22 7.00 0.008000 0.95 3.08 7.00 0.009000 0.93 3.22 7.00 0.010000 0.91 3.35 8.00 0.008000 1.00 3.19 8.00 0.009000 0.98 3.33 8.00 0.010000 0.96 3.46 9.00 0.008000 1.05 3.28 9.00 0.009000 1.02 3.43 I/dqp-tt" 'il 9.00 0.010000 1.00 3.57~ Lt .. h' f f 10.00 0.008000 1.09 3.37 ' J \jO~-';-a,"f·t C(·s 10.00 0.009000 1.07 3.52 oJr 10.00 0.010000 1.04 3.66 ,,~. .,_ r', ','. ' ....•. r •. ,1 f j i -l ~1 ~ _ "~t it f 6 {. __ ?:' , I flow 07/01/04 05:12:51 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster vS.1S Page 1 of 1 P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 c ;--()(/:7 >,,,,~.-,-,, ("-'"<: ... ,,=- ->-,' • Tel 970-625-4933 Fax 970-625-4564 Date ______ _ Job No.~ _____ _ Job Name ______ _ Description ____________ _ Page __ of __ '. \ , / tmp#195 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, eN ........ . Time of concentration, Tc ...... . Pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/p ........................... . unit peak discharge, qu ........ . Runoff, Q ...................... . pond and swamp adjustment, Fp .,. peak discharge, qp ............. . 2 acre Lot Type II 1 year 2.4000 in 1.9200 ac 89 7.0000 min 0.0000 % of Area 0.2472 ln 0.1030 963.3834 csm/in 1.3676 in 1.0000 3.9527 cfs '-;''1 (] C:A ~" i' "'-'" page 1 ~ "-COLORADO ~RIVER ENGINEERING P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 Tel 970·625·4933 Fax 970·625·4564 "f".' . ~ -I.-{ (, .. _ ,:) .... !","-, .-' -~;..:.:.:....::::.....--~.- ----~- Oat8 ____________ _ Job No .. ___________ _ Job Name __________ _ Oescription, ______________ _ Page __ of __ Sheet Flow Description .................... . Manning's n ..................... 0.1000 Flow Length ..................... 260. 0000 ft TWO Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... 0.1000 ft/ft computed Sheet flow time ....................... > 9.2283 min channe 1 Flow Descri pti on .................... . Flow Area ....................... 2. 0000 ft2 wetted Perimeter......... ... .... 4.0000 ft Flow Length ..................... 530. 0000 ft channel slope............ ... .... 0.1000 ft/ft Manni ng' s n ..................... o. 0200 Hydraulic radius................ 0.5000 ft velocity.... .................... 14.8014 fps computed channel flow time ..................... > 0.5968 min *************************** Total Time of Concentration ......................... > 9.8251 min **************************** page 1 tmp#192 Graphical peak Discharge method Given Input Data: Description .................... . Rainfall distribution .......... . Frequency ...................... . Rai nfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ., .... . Pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Iaip ........................... . uni t peak di scharge, qu ........ . Runoff, Q ...................... . pond and swamp adjustment, Fp .. . peak discharge, qp ............. . Lot 2 Type II 1 year 2.4000 in 3.7900 ac 89 9.8251 min 0.0000 % of Area 0.2472 in 0.1030 860.1340 csmiin 1. 3676 in 1. 0000 6.9662 cfs Page 1 ~ ? ...... COLORADO '~RIVER ENGINEERING P.O. Box 1301,136 E. 3rd Rifle, CO 81650 f . {if r ; .~ '" V"!.. '::;{f' ci '-.-.i ~,~. l) e~!:~ Tel 970-625-4933 Fax 970-625-4564 /' 'I .. , __ IV .---JJ.' C/t! Oate _________ _ Job No .. ________ _ Job N a me ________ _ Oescription __________________ _ (''\; --7 (II ( fr;; (] /\:;-~ ,~! Page ___ of __ __ C'17f I \ .,,-. I' ........... \.-{, \......- ') 1,/ d<...{...J} 0.( ;,") c~ i ) .', (~i" r'''-[ #,' ,,\.1[/0 -:;::... Cq o( //1/ c •..• L... (ry,';5 tmp#193 sheet Flow Descri pti on .................... . Manning's n ..................... 0.1000 Flow Length ..................... 210.0000 ft Two Yr, 24 hr Rainfall.. ... ..... 2.4000 in Land slope ................. ..... 0.1000 ft/ft computed sheet flow ti me ....................... > 7.7789 mi n channel Flow Description .................... . Flow Area ....................... 2.0000 ft2 Wetted perimeter.... ............ 4.0000 ft Flow Length ..................... 508.0000 ft channel slope ....... ............ 0.1000 ft/ft Manning's n ..................... 0.0200 Hydraulic radius................ 0.5000 ft Ve loci ty ........................ 14. 8014 fps computed channel flow time ..................... > 0.5720 min *************************** Total Time of concentration ......................... > 8.3509 min **************************** Page 1 tmp#194 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN •.....•.. Time of concentration, TC ...... . Pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Iaip ........................... . unit peak discharge, qu ........ . Runoff, Q ...•........•.....•.... pond and swamp adjustment, Fp .. . peak discharge, qp ............. . Lot 9 Type II 1 year 2.4000 in 2.8200 ac 89 8.3509 min 0.0000 % of Area 0.2472 in 0.1030 910.0340 csmiin 1.3676 in 1. 0000 5.4840 cfs Page 1 UTILITY SERVICES REPORT ~~ c COLORADO """'--RIVER ...... ....., a ENGINEERING, INC. Mr. Bob Regulski Big R Commercial Park POB 9 Rifle, CO 81650 Dear Mr. Regulski: July 9,2004 RE: Subdivision -Utility Se,-vices P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. (CRE) has completed preliminary drawings for submittal to Garfield County. Two of the submitted sheets address the overall plan and details of the utility service for the proposed subdivision. This report and attachments further explain and support these utility services drawings. The utility services for this subdivision are either existing or proposed. Essentially, all utilities, except fire protection, are currently provided to the developed Lot I. The remainder of the lots will need extension of all utility services. This report will not discuss water nor wastewater service since they are covered in individual reports. The utility services to be discussed include gas, electric, phone, and fire. Gas and electric service can and will be provided by Xcel Energy, as demonstrated by an Xcelletter with utility plan attachments dated April 9, 2004. The CRE Utility Plan Sheet 3 reflects the Xcel utility gas and electric service locations provided by Xcel and can easily be constructed with their recommended trenching requirements. Phone service will also be laid in the same trench as gas and electric. The fire water supply system is designed to meet the requirements and intent of fire suppression. Various fire protection requirements and options were discussed over three phone conversations with Kevin Whelan of the Rifle Fire Protection District. The main guidelines articulated in those conversations include minimum hydrant pressure of 20-psi, minimum flow requirements of ISOO-gpm for 2-hours, 300' spacing between hydrants, and water pumps must be on automatic control, i.e. pressure or flow switch. The basic designed system is a water reserve, a high volume/pressure water pump, and a water line with numerous hydrants serving every lot in the subdivision. The water reserve is a buried water tank in the n0l1heast corner of Lot 9. The tank capacity exceeds the minimum capacity of ISOO-gallons/minute for 2-hours (=180,000-gal). The designed tank interior dimensions are 120'x20'xI0.5'deep, which equals 188,SOO-gallons. This tank is covered by the water pump house and a solid covering. The covering material and structure design is to be detennined by the applicant and the structural engineer. The pump house interior floor dimensions are to be 20'x24' and will contain the water pump, control panels, electric service box, room heater, and a tank access hatch. The specific pump house design is to be detailed by a structural engineer. There are numerous pump manufactures that can provide adequate flow and pressure to meet needed hydrant pressure requirements, minimum 20-psi. Given a pipe diameter of 10" and accounting for energy loss at elbows, valves. and hydrants, the necessary pump pressure was determined to be 45-psi with a flow of 1500-gpm, calculation work sheets are attached. As indicated on Utility Plan Sheet 3, the applicants selected pump system needs to be approved by CRE. Below the pump intake is a 3 'x6'x64"deep wet well which contains the primary and secondary water intakes. The wet well's purpose is to allow all of the tank's storage to be utilized by keeping the pumping action's drawdown cone within the wet well. The two water intake pipes are the primary and secondary intakes for the fire water system. The primary intake is directly cOlmected to the pump discharging water through piping which exits the water tank area below frost depth. In case of a pump malfunction, the pump valve can be shut off and the secondary intake valve can be opened. In this instance, the existing pressurized hydrants will by utilized like a dry hydrant, allowing a pumper truck to connect to the hydrant to access the stored water and create pressurized flow. The water piping and hydrant system was designed to minimize energy loss through larger diameter pipe size and place hydrants to provide substantial coverage potential for each lot. The hydrant spacing is 300' except for Lot 1, due to its size and existing development. In order to provide coverage not to just Lot 1 but the entirety of Lot 1, the fire line was extended an addition 500' west to provide coverage in the westem half of this lot. This creates two hydrants serving Lot 1, but the spacing between the hydrants is greater than 300' . Prior to finalizing the construction drawings, we recommend meeting with the Rifle Fire Protection District to insure that our design meets the requirements, intent, and functionality necessary to provide adequate fire protection. If you have any questions, please do not hesitate to call 970-625-4933. Sincerely, cdltl!m\7/ Christop er Manera, P.E. BB:cm Attach: energy loss calculations Utility Report.doc 'BtiarrBrown, Staff Engineer 2 ; 0 :: :COLORADO '---~RIVER -~ ENGINEERING 6 I . /"T71 / Date -""~'/()t: Job No." -f-;t~'-7.-(-:;.7:-:?J-:~!..' ..!£....J. __ Job Name ______ _ Description, ____________ _ P.O. Box 1301,136 E. 3rd Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 ____ -c--" __ ..1.~2i-.J?2., Page_ of _ ... If / 20 '-.I (" tl ; , ! .,. \ead [\ [ 4=:j--h,:--- .. -7·· .. ' -.. <-..... ' f , L " t' ,J / . -f. ' ~,~-- c;.~,- " ':" pipe /1----, fOSS ; 1-/· ,0;~: \Jc:-\U ~- ill ;-,~ f! !J re' ;J;d.~: " (0 r, ,::; jJ-'.:<'- . _, c_ ' Project Description Project File Worksheet Flow Element Method Solve For Input Data Pressure at 1 Elevation at 1 Elevation at 2 Length Worksheet Worksheet for Pressure Pipe untitled.fm2 Regulski Fire Flow Pressure Pipe Manning's Formula Pressure at 2 40.00 psi 5,379.00 ft 5,360.20 ft 2,050.00 ft Mannings Coefficient 0009. T~~'f Diameter 10.00. in L---.J., Discharge 1,500.0 gal/min 7"""':::" i Results --) -;:~\ -1:~{l~ .c/ , Pressure at 2 38.24 psi , Headloss 22.86 ft -.~~--.-,. Energy Grade at 1 5,471.85 ft Energy Grade at 2 5,448.98 ft Hydraulic Grade at 1 5,471.26 ft Hydraulic Grade at 2 5,448.40 It Flow Area 0.55 It' Wetted Perimeter 2.62 ft Velocity 6.13 ftls Velocity Head 0.58 ft Friction Slope 0.011153 ftlft c1J 1'65;;(0. 04/23/04 03:57:48 PM Haestad Methods, Inc 37 Brookside Road WaterbuI)', CT 06708 (203) 755-1666 FlowMaster v5 15 Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Pressure at 1 Elevation at 1 Elevation at 2 Length Worksheet Worksheet for Pressure Pipe untitled.fm2 Regulski Fire Flow Pressure Pipe Manning's Formula Pressure at 2 40.00 psi 5,379.00 ft 5,360.20 ft 2,050.00 ft -t== Mannings Coefficient 0.009. I ,/'l Diameter 1000 in L ,f Discharge 1,500.0 gallmin i~:> i Results -1·,\ :f,{i:,c> Pressure at 2 38.24 psi ~,.,.~"v_, .... ~~ Headloss 22.86 ft Energy Grade at 1 5,4 71.85 ft Energy Grade at 2 5,448.98 ft Hydraulic Grade at 1 5,4 71.26 ft Hydraulic Grade at 2 5,448.40 ft Flow Area 0.55 It' Welted Perimeter 2.62 ft Velocity 6.13 ft/s Velocity Head 0.58 ft Friction Slope 0.011153 fUft 04/23/04 03:57:48 PM Haestad Methods, Inc 37 9rookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5,15 Page 1 of 1 GEOTECHNICAL REPORT RADIATION HAZARD REPORT •• • ! HE?\;\fOX1H· PAWLAK GEOTE.CHNiCAL Fax: 97CL945-8454 email: hpgcG@hpgeote-:h.com PRELIMINARY SUBSOIL STUDY PROPOSED BIG R COMMERCIAL PARK 28485 HIGHWAY 6 EAST OF RIFLE GARFIELD COUNTY, COLORADO JOB NO. 104106 FEBRUARY 24, 2004 PREPARED FOR: RIFLE SKI CORPORATION ATTN: BOB REGULSIG P.O.BOX9 RIFLE, COLORADO 81650 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ - 1 - PROPOSED DEVELOPMENT ..................................................................................... - 1 - SITE CONDITIONS ....................................................................................................... - 2 - FIELD EXPLORATION ............................................................................................. -2- SUBSURFACE CONDITIONS .................... " ............................................................... -2- PRELII\1INARY DESIGN RECOlvlMENDATIONS ..................................... , ............. -3- FOUNDATIONS ...................................................................................................... - 3 - ·;1 FLOOR SLABS ......................................................................................................... - 4 - UNDERDRAIN SySTEM ....................................................................................... -4- SURFACEDRAINAGE ........................................................................................... -5- . ' ~ " LIMITATIONS ................................................. : .......... , ................. , ............................... -) - 'i FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURES 2 and 3 -LOGS OF EXPLORA TORY BORINGS FIGURE 4 -LEGEND AND NOTES FIGURE 5, 6 and 7 -SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a preliminary subsoil study for the proposed Big R Commercial Park located at 28485 Highway 6, East of Rifle, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to evaluate the subsurface conditions and their impact on the project. The study was conducted in general accordance with our agreement for geoteclmical engineering services to Rifle Ski Corporation, dated January 7, 2004. Percolation testing well be performed when the ground thaws. A field exploration program consisting of exploratory borings was conducted to obtain information on the site and subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for project planning and preliminary design. This report summarizes the data obtained during this study and presents our conclusions and recommendations based on the proposed development and subsurface conditions encountered. PROPOSED DEVELOPMENT The proposed development consists of a 16 lot commercial subdivision as shown on Figure 1. The proposed buildings in the development wiiI likely consist oflarge steel frame, metal skin buildings with slab-on-grade floors. The development will be serviced with individual wells and septic disposal systems. If development plans change significantly from those described, we should be notified to re-evaluate the recommendations presented in this rep0l1. -2 - SITE CONDITIONS The site was vacant and covered with about 6 inches of snow at the time of our field exploration. Existing commercial buildings are located on Lots 2 through 6 of the development. The ground surface on the property is relatively flat with a slight slope down to the southwest. Irrigation ditches are located along the northern side of the property. Vegetation consists of scattered brush and trees, grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on January 16,2004. Six exploratory borings were drilled at the locations shown on Fig. I to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight auger powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Slotted PVC pipe was placed in each of the borings to allow for monitoring of future water levels. Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method 0-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about I to 2 feet of topsoil overlying stiff and slightly moist to soft and very moist, sandy clay and silt with stratified silty sand layers. Relatively dense, Job No. 104 106 ~tech I I o -~ - slightly clayey silty sandy gravel containing cobbles and probable boulders was encountered beneath the clay and silt at depths between about 22 and 31 y, feet. Drilling in the dense gravel with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and density, unconfined compressive strength testing and finer than sand size gradation analyses. Results of swell-consolidation testing performed on relatively undisturbed drive samples of the upper clay and sand soils, presented on Figures 5, 6 and 7, indicate low to moderate compressibility under conditions of loading and wetting. The shallow clay samples showed a low to moderate expansion potential when wetted under a constant light surcharge with sweliing pressures measured in the range of about 2,000 to 6,000 psf. Unconfined compressive strength testing was performed on two of the more moist clay and silt samples with measured strengths of about 1,400 and 1,950 psf. The laboratory testing is summarized in Table I. Groundwater was measured in the borings at depths between 9 and 23 feet. The upper subsoils were slightly moist to very moist with depth. PRELIMINARY DESIGN RECOMMENDATIONS The conclusions and recommendations presented below are based on the proposed development, subsurface conditions encountered in the exploratory borings and our experience in the area. The recommendations are suitable for plarllling and preliminary design but~ite specific studies should be c~d f9r iflEii"iQllal lot deyelopment, FOUNDATIONS Bearing conditions will vary depending on the specific location of the building on the property. Spread footings placed on the natural shallow silt and clay soils appear suitable with some risk of settlement/heave due to loading and wetting of the bearing soils. We Job No. 104 106 ~tech -4 - expect the footings can be sized for an allowable bearing pressure in the range of I ,500 psf to 2,500 psf. Bearing levels should not be deeper than about 5 feet below the existing grollnd surface. Expansive clays encountered in building areas may need to be removed or the footings designed to impose a minimum dead load pressure to limit potential heave. A deep foundation system, such as driven piles or helical piers, may be needed if highly expansive clays are encountered. Foundation walls should be designed to span local anomalies and to resist lateral earth loadings when acting as retaining structures. Below grade areas and retaining walls should be protected from wetting and hydrostatic loading by use of an underdrain system. The footings should have a minimum depth of36 inches for frost protection. FLOOR SLABS Slab-on-grade construction should be feasible for bearing on the non-expansive natural soils below the topsoil. There could be some post construction slab movement at sites with soils that tend to heave or settle when wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints. Floor slab conlroljoints should be used to reduce damage due to shrinkage cracking. A minimum 4 inch thick layer of free-draining gravel should underlie basement level slabs to facilitate drainage. In more expansive clay areas, a structurally supported floor may be warranted to limit possible distress caused by welling ofthe expansive clays. UNDERDRA.IN SYSTEM Although free water was encountered below expected excavation depths, it has been our experience in the area and where clays are present that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. An underdrain system should be provided to protect below-grade construction, such as retaining walls and basement areas from welting and hydrostatic pressure buildup. The drains should consist of drainpipe surrounded above the invert level with free-draining granular material. The I . - 5 - drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum I % to a suitable gravity outlet or sump and pump. Typically buildings with slab-on-grade floor at near the exterior surrounding grade should not require an underdrain system. SURFACE DRAINAGE The grading plan for the development should consider mnoff from adjacent lots through the project and at individual sites. Potential overflow from irrigation ditches should also be considered in the drainage plan. Water should not be allowed to pond which could impact foundations. To limit infiltration into the bearing soils next to buildings, exterior backfill should be well compacted and have a positive slope away from the building for a distance of 10 feet Roof downspouts and drains should discharge well beyond the limits of all backfill and landscape irrigation should be restricted. LIMITATIONS This study has been conducted according to generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings located as shown on Figure I, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for planning and preliminary design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued Job No. 104106 ~tech I I I I I I I • I I I I I I I I -6 - consultation, conduct additional evaluations and review and monitor the implementation of our recommendations. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing slrata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, JZA/ksw Job No. 104 [06 ~tech 104 106 APPROXIMf,Ti: SCfE 1" ~ 250' '\ It BORING 5 ® ® CD '\ EXISTING CD "-BUILDINGS " ___ (TYPICAL) / 5360 ~ HEPWORTH-PA WLAK GEOTECHNICAL, INC. I , U::GEND: Cil EXPLO,~MORY BORII'IG (j] LO, NUMBER 5375 $ I BORING 2 "- '" 5370 --ACCESS EASEMENT LOCATION OF EXPLORATORY BORINGS Figure r--0 ~ 5 10 15 0 -'" - " u.. so ~ 20 D- '" 0 25 30 35 104 106 BORING 1 ELEV.= 5377' 15/12 WC=1t.7 OD=110 4/12 WC=i8.3 DD=i07 -200=74 UC=140D 4/12 4/12 .. o· o BORING 2 ELEY.= 5372' 12/12 6/12 WC=12.0 00=112 WOH WOH 0 , , 0 -- BORING 3 ELEY.= 5373' 14/i2 7/12 WC=18.0 00=110 -200=38 3/12 1112 Note: Explanation of symbols is shown on Figure 4. HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS 0 ---, 5 10 15 --=:J " " u.. 20 ::; o. '" 0 25 30 35 Figure 2 0 5 10 ID " 15 LL :5 Q. <l) 0 ..QJ..... 20 25 30 104 106 BORING 4 BORING 5 BORING 6 ELEV.= 5371' ELEV.= 5367' ELEV.:::: 5357' ~ 11/12 . 13/12 12/'12 WC:::.S.5 00=112 iO/12 5/12 7/12 WC=S.3 WC""18.8 WC=8.2 00=120 00=103 00=107 -200=29 -200=91 -200=64 UC=lg50 WOH 2/12 10/12 wa:., 3/12 10/12 -- 11/12 0 1 - 0 -- -- .. r ~ I Note: Explanation of symbols is shown on Figure 4. HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS I I I I I 0 5 10 ~ 15 <l) <l) LL .r: -Q. <l) 0 20 25 30 Figure 3 ~ r LEGEND: l I. TOPSOIL; sandy silty clcy, organics, firm, moist, brown, upper 8 inches froze,'I. ~ o ~ ~ CLAY AND SILT (CL-ML); sandy, silty sand layers, stratified, stifi and slightly moist to soft and very moist with depth, wet below groundwater level, brown. GRAVEL (GM); silty, sandy, slightly clayey, with cobbles and possible boulders, dense, wet, brawn, subrounded to rounded rock. p Reiolively undisturbed drive sample; 2-inch 1.0. California liner sample. 15/12 Orive sample blow count; indicates that i 5 blows of a 140 pound hammer foiling 30 inches were required to drive the California sampler 12 inches. 0,1 Free water level in boring and number of doys following drilling measurement was taken. WOH Weight of hammer pushed sampler i 2 inches. (No blows) ----;>-Depth at which boring hod caved when checked on January 17, 2004. Practical drilling refusal. Indicates slotted PVC pipe installed in boring to depth shown. NOTES: 1. Exploratory borings were drilled on January 16, 2004 with a 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours on -the site plan provided. Logs are drawn to depth. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water leve! readings shown on the logs were made at the time and under the conditions indicated. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: we = Water Content ( % ) DD = Dry Density ( pcf ) -200 = Percent passing No. 200 sieve UC = Unconfined Compressive Strength (psi) 104 106 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LEGEND ;\ND NOTES Figure 4 r ~ c 0 'in c 0 0. X 0 U c 0 "' "' ru ~ 0. E 0 2 u 0,1 );{ c .2 "' c 0 0. X W 0 ~ .2 "' "' ~ 0. E 0 2 u .' I:. 0,1 104 106 I I I I I I I I I I I I I I Moisture Content = 11,7 Dry Density = 110 Sample of: Sandy Silty Cloy I From:8oring 1 ot 1 Foot ~ i~ ~I~ '" Expansiorl I upon wetting I I 1.0 10 APPLIED PRESSURE -ksf Moisture Content = Dry Den sit y = I 12.0 112 Sample of: Sandy Silty Cloy From:Boring 2 at 3 Feet -......... '" ~ "" ~ i', '" "-I Expansion upon wetting 1.0 10 APPLIED PRESSURE -ksf percent pef I 100 percen t pcf 100 HEPWORTH-PAWLAK I SWELL-CONSOLIDATIOI~ TEST RESULTS I Figure GEOTECHNICAL, INC. 5 r I I I o ~ § 2 m m w L D- E 3 0 () 4 0.1 o ~ c 0 .~ 2 m w L D- E 0 3 () 4 0.1 104 106 I I I I Moisture Content = 18.0 I 0', 0,,,,,, ~ '" , II II ~ampl~ o.r: Sa~dyJ. S~[t:_~~cy rrom:oonng ,,) Ol ..J tt;;t::L II I-r--l Jill I I I I I I I I -J~ I ~ No movement upon wetting ~ ~I ~ 1 I I 1.0 10 APPLIED PRESSURE -ksf Moisture Content = 5.3 Dry Density ~ 120 Sample of: Silty Sand Fram:8oring 4 at 5 Feet ;----[-Compression ~ upon wetting 1.0 ~ ~ 1\ 10 APPLIED PRESSURE -ksf pe:-cent pcf percent pef HEPWORTH-PAWLp,K GEOTECHNICAL, INC. I SWELL-CONSOLIDA T'I 0 ,-< TEST RESUlTS I I I 100 100 Figure 6 c, l. l [ r 1 2 ~ § '';; c 0 "-x 0 w .2 ffi ffi W ~ "-c 2 0 u 0.1 ~ .2 ffi C a "-x 0 w c .2 ffi ffi W ~ "-E 0 u 0,1 104 106 I I I I I I i I I 1 I I I I I I I I Moisture Content = o c ...:.:l I Dry Density = 112 I ' I I Sample of: Sandy Silty Cloy I I I From: Boring 5 at 1 ~ Feet I ,~ ~ 1 r I" '-y II I Expansion upon ." we~Ltng I , I I 1.0 10 APPLIED PRESSURE -ksf Moisture Content = 8.2 Dry Density = 107 Sample of: Very Sandy Silty Clcy Fram:Boring 6 at 5 Feet , , I~ ~ Expansion "" upon '" wetting 1.0 10 APPUED PRESSURE -ksf , I percent pef I I 100 percent pel 100 HEPWORTH-PAWLAK GEOTECHNICAL, INC. SWELL-CONSOLIDATIOI..J EST RESULTS I FiglJ re 7 f'-'--""'.' ~-~ ~ ~ r.:--:--~ ~ ,-. -. -'-' ~----~ ..,..-,-- HEI)WORTI-I--IJAWLAI< GEOTECHI\IICAI_, II\IC. TABLE 1 Job No, 1O~ lOG SUiVliVlARY OF LABORATORY TEST RESULTS L "'"C> '="0' NATUI?'AL NATURAL GRADATION PeRCENT I\-n-ERBERG LIMITS UI\jCO[\lfINtD 1"1OTSTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC CO(,-lPRESSIV[ SOIL OR BOP.ING DEPTH CONTENT DENSITY NO, 200 LlI'llT INDEX STRENGTH IJEDlWCK TYPE {'Yo) (0,.(,) SIEVE (II) (%) (pcf) (%) (ry\)) (PSI') I I. 7 1 10 Sandy siJly Cl~lY --------------------------.. ~ .. _------ ~ 1 go] 107 74 I '100 Smldy clay ,,,"l sill ---_._._--,,--------------------------- --------_. -,-------------, ------------- ') " 12,0 112 S~nd\' si Ill' clay ~ -' ------------_._-------,-_._- --------, --------------._,-------------------"-------- " 5 I ~,O 110 R8 Sandy silly clay -' ----------' ._----------,,-------- ,-------_. ---------------------_., ... _---_._._----. il J -" ) _.1 12U 29 Silly SI1IllI --_._-------------------------_._,-------_.-.- ------------------------_._----_ .. 5 Iii, lJ,S 112 Sandy si Ill' clay --_ .. _------ 5 18,~ ]03 9.1 1950 Slightly ~;andy silty cla)' -_._------- -----------------,._--- (, 5 8.2 107 64 Vcry s;:l1ldy si1!y c.I(l), -,------------------------- -----------------------.-~- '------------------------- --------------_._._,._--,--------, '--------------~-----------, ~tech HEPWORTH -PAWLAK GEOTECHNICAL June 23,2004 Rifle Ski Corporation Attn: Bob Regulski P.O. Box 9 Rifle, Colorado 81650 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone, 970-945-1988 Fa" 910-945-8454 email: hpgeo@hpgeotech.com Job No. 104106 Subject: Gamma Radiation Survey, Proposed Big R COlllmercial Park, 28485 Highway 6, East of Rifle, Garfield County, Colorado. Dear Mr. Regulski: As requested, we have performed a radiation survey at the subject site. The findings and conclusions of our survey are presented in this report. We previously conducted a preliminary subsoil study for the commercial development and presented our findings in a report dated February 24, 2004, Job No.1 04 106. Proposed Develojllllent: The proposed development consists ofa 1610t commercial subdivision. The commercial buildings will likely consist of large steel frame, metal skin structures and will be serviced by individual wells and septic disposal systems. Site Conditions: Thc area of the proposed development is located to the east of Rifle and is bordered on the south side by Highway 6. Existing commercial buildings are located on Lots 2 through 6 of the development. The site consists of previously irrigated farmland with irrigation ditches along the northern side of the property. The ground surface on the property is relatively flat with a slight slope down to the southwest. Vegetation outside the developed areas consists of scattered brush and trees, grass and weeds. Radiation Survey: A gamma radiation survey was conducted in the development area on June 21 and 22,2004. Gamma radiation measurements were taken on about 200 foot spacings throughout the property with additionalmeasuremenls taken adjacent existing buildings to evaluate potential imported backfill using a Ludlum Model 3 survey meter Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Rifle Ski Corporation June 23, 2004 Page 2 and Ludlum Model 44-9 detector. The readings were taken about 2V2 feet above the ground surface. The survey points and readings are summarized on Figure I. The 56 readings ranged from 0.015 to 0.03 millirems per hour with an average of about 0.025 millirems per hour. Background readings taken approximately y,. mile to the east of the property were 0.02 millirems per houl'. Conclusions: The gaml11a radiation readings taken at the site appear to be typical of natural background levels in the area. No mitigation of the radiation should be required. If you have any questions or need further assistance, please call our office. Sincerely, Jardy Z. Adamson, Jr. Rev. by: SLP JZA/ksw attachment Figure I -Location of Radiation Survey Points .lob No. 104 106 ~tech 104 106 APPROXIMATE SCALE 1" ~ 250' LEGEND: •. 015 .02 .025 RADIA TION SURVEY POINT,READINGS IN MILLIREMS PER HOUR --, .03 .025 .025 I I I I .03 .02 .03 .03 I .03 I I .025 I .02 .02 .025 I .03 I I .025 I 1.025 .015 025 I I .025 I I I I .025 I .02 .025 .025 .03 I I I .025 I .025 .025 .02 I .025 I I .03 .025 .025 .03 I EXISTING I .025 .02 BUILDINGS ~O.\03 \ \ (TYPICAL) , \ .025 .02f _ -;025 \ .015 /' L -~ Iv-~ ,-, L_~ At·025 >, -ACCESS " ... 025 015 \ EASEME .025 .025 ( .025 .02 NT 1 v .02 ./ --I /' ".02 --<; :> / s .02 \-/' .,"~ " 11-7 .02 ~~-( 0\d' '0'0 .02 .025 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF RADIATION SURVEY POINTS Figure 1 SCS MAPS & TABLES WILDLIFE REPORT AND VEGETATION PLAN * \40 Kim loam. 3 to 6 percent slooes.1 This deep, well drained, gently to sloping sOil is on alluvial lans and benches. Elevation ranges lrom 5,000 to 6,000 leet. This soil formed in alluvium derived Irom shale and sand- stone. The average annual precipitation is about 12 inches, the average annual air temperature is about 46 degrees F, and the average lrost-Iree period is about 125 days. Typically, the surface layer is yellowish brown or light yellowish brown loam about 17 inches thick. The under- lying material is light brownish gray loam to a depth 01 60 inches. In places the underlying material is stratilied with fine sandy loam. Included with this soil in mapping are small areas of Arvada and Olney soils that have slopes 01 3 to 6 per- cent. These areas make up 5 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is moder- ate. This soil is used mainly lor crops, hay, and pasture. Alfalfa, small grains, and grass or grass-legume mixtures are grown. . This soil is irrigated by flooding or furrows. Sprinklers are also suitable. Drop structures in ditches control water and prevent excessive ditch erosion. The native vegetation on this soil is mainly wheat- grasses, needleandthread, and sagebrush. When range condition deteriorates, forbs' and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Redudng brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing 3,. seedbed and drilling the seed are ___ good practices. . Cottontail rabbit, ground squirrel, and pheasant find habitat on this soil. Use 01 this soil lor community development and as a source of construction material is limited by low strength. This soil is in capability subclasses IIle, irrigated, and IVc, nonirrigated. • I RIFLE AREA, COLORADO TABLE 7 .--BUILDING SITE DEVELOPMENT--Continued Soil name and map symbol Shallow excavations Rock ·outcrop. I. 27'. Halaquepts , , 28, 29 ____________ iModerate: I: Heldt ~ too clayey. I I , 30 ________________ iModerate: Heldt : too clayey, , 31---------------- Heldt. slope. Severe: slope, too clayey. 32----------------Severe: Holderness slope. Variant , , , 33, 34 ____________ 1severe: Ildefonso : slope, large stones. 35*: : Ildefonso--------:Severe: slope, large stones. Lazear-----------Severe: , , depth to rock, slope. 36, 31------------:Severe: Irigul : slope, depth to rock. I· 38': : Irigu!-----------iSevere: i slope, : depth to , , Starman----------:Severe: slope, depth to I 3j~~;;------------Severe: slope. rock. rock. , , Dwellings without basements Severe: shrink-swell, low strength. Severe: shrink-swell, low strength. :Severe: slope, : shrink-swell, : low strength. , : Se'/ere: , , slope, shrink-swell , low strength. Severe: slope, large stones. Severe: slope, large stones. Severe: depth to rock, slope. :Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: slope, de pth to rock. Severe: shrink-swell , slope. IITi~]!mmm Slight-----------Moderate: , , 41 ________________ :Moderate: 'Kim slope. , , 42 ________________ :Severe: Lamphier slope. See footnote at end of table. shrink-swell. Moderate: shr ink-swell, slope. Severe: slope. , , D'..Jellings with basements :Severe: shrink-swell, low strength. Severe: shrink-swell, low strength. Severe: slope, shrink-swell , low strength. Severe: slope, shrink-swell, low strength. :Severe: slope, large stones. , , :Severe: : slope, : large stones. , , \Severe: i depth to rock, : slope. , , :Severe: slope, depth to rock. , , :Severe: : slope, : depth to rock. , , Severe: slope, depth to rock. Severe: slope, shrink-swell. Moderate: shrink-swell. Moderate: shrink-swell, slope. :Severe: slope. , Small commercial buildings :Severe: shrink-swell, low strength. Severe: slope, shrink-swell, low strength. Severe: ! slope, : shrink-s' ... ell, : low strength. , , :Severe: , , slope, shrink-swell, low strength. :Severe: : slope, : large stones. Severe: slope, large stones. Severe: depth to rock, slope. Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: : slope, ': depth to rock. , :Severe: , , shrink-swell, slope. iModerate: i shrink-swell, : slope. Severe: slope. Severe: slope. , , Local roads and streets :Severe: : shrink-swell, ! low strength. , :Severe: , , shrink-swell, low strength. :Severe: slope, shrink-swell, loW strength. Severe: slope, shrink-swell, low strength. Severe: slope, large stones. Severe: slope, large stones. Severe: depth to rock, slope. Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: slope, depth to rock. Severe: shrink-swell, slope, low strength. Moderate: shr ink-swell, low strength. Moderate: slope, shrink-swell, low strength. Severe: s 10 pe . 105 f)IFLE AREA, COLORADO 111 TABLE 8.--SANITARY fACILITIES--Continued Soil name and map symbol , , Septic tank absorption fields 19------------------iSevere: [Jerry : peres slowly, ''* t slope. 14o---J--------------:Moderate' 'Kim \ peres slowly. , , , , 41 __________________ :Moderate: Kim : slope, : peres slowly. , , ,2 __________________ :Severe: Lamphier slope. 3------------------Severe: Limon peres slowly, slope. 44------------------Moderate: 45 ill : peres slowly, slope. Morval-------------Moderate: peres slowly, slope. Sewage lagoon areas Severe: slope. l-loderate: slope, seepage. Severe: slope. Severe: s~ope. I ~ojoderate: \ slope. , , :Severe: : slope. , , Severe: slope. Tridell------------iSevere: iSevere: : slope, : seepage, : large stoneS. i slope, : ! large stones. , , q6 __________________ 1Slight ___________ 1Severe: ,Nihil! \ ! seepage. , , 7------------------1Severe: :Severe: ,Nihil! ! slope. : slope, : 1 seepage. , , 8---_______________ ISevere: :Severe: Northwater : slope, slope. 1 depth to rock. , Q9, 50 ______________ 'Moderate: Olney percs slo~lY. , 51------------------Moderate: Olney peres slowly, slope. , , Moderate: seepage, slope. Severe: slope. 12------------------Severe: :Severe: Parachute slope. depth to rock. j3 lt : Parachute----------Severe: slope, depth to rock. "-Rhone ______________ Severe: depth to rock. See footnote at end of table. , , slope, depth to rock, seepage. :Severe: slope, depth to rock, seepage. Severe: slope. , , Trench sani tary landfill :Severe: slope. Area sanitary landfill Severe: s 10 pe. , , Daily cover for landfill iPoor: : slope. , , ' , , :Slight-----------Slight-----------'Good. , , Slight-----------:Moderate: ! slope. Fair: slope. :Severe: ! slope. , :Severe: too clayey. , , iNoderate: too clayey. , , lt10derate: too clayey. Severe: seepage, large stones. Severe: seepage. Severe: seepage. Severe: slope, depth to rock. , , : Severe: J Poor: ,: slope. ! slope. , , :Slight-----------1Poor: ! too clayey. , , , Slight-----------1Fair: , , :Moderate: ! slope. , , , :Severe: slope, seepage. Severe: seepage. Severe: slope, seepage. Severe: slope. : too clayey. , , lFair: I slope, too clayey. poor: slope, large stones. Poor: small stones. Poor: slope, small stones. Poor: slope. Slight~~---------Slight-----------Fair: Slight----------- Severe: slope, depth to rock, seepage. Severe: depth to rock, seepage. Severe: depth to rock. , , Moderate: slope. Severe: slope, seepage. , ISevere: , slope, , , seepage. , , , , , lModerate: slope. , , , , small stones. :Fair: : small stones, : slope. Poor: slope, small stones, area reclaim. Poor: slope, small stones, area reclaim. Fair: small stones, thin layer, slope. RIFLE AREA, COLORADO TABLE 9.--CONSTRUCTION MATERIALS--Continued Soil name and map symbol , , , , 39------~-------------:Poor: Road f ill erry : shrink-swell, : slope, , : low strength. ~o------------------lrair: ·'i..m \ low strength. -' , . , ~-------------------:Fair: Kim : low strength. Poor: slope. 43--------------------JPoor: ~mon low strength, shrink-swell. 44--------------------Fair: Morval low strength, shrink-swell, frost action. 45* : : Morval---------------IFair: , low strength, shrink-swell , frost action. Tridell--------------Poor: large stones. Sand Gravel : , , , :Unsutted-------------1Unsuited-------------Poor: slope, Topsoil I too clayey, : large stones. , , , , , :Unsuited-------------IUnsuited-------------:Good. , , , , , , , , , , :Unsuited-------------:Unsuited-------------:Fair: I I slope. Unsuited-------------Unsuited-------------Poor: slope. IUnsuited-------------IUnsuited-------------Poor: too clayey. , IUnsuited-------------Unsuited-------------Good. , , Unsuited-------------Unsuited-------------lfair: slope. , , JUnsuited-------------Unsuited-------------Poor: , , slope, large stones. 46--------------------Good-----------------IUnsuited-------------Unsuited-------------Poor: Nihill small stones, area reclaim. , , 4. '.-------------------1 fair: Nihill slope. , , 4v ·-------------------lPoor: Northwater : slope. , , 4 50----------------:Fair: .ney : low strength. , 51--------------------Jfair: Olney low strength. , , 5c~-------------------:Poor: Parachute slope, , , 5j~: : thin layer, area reclaim. Parachute------------IPoor: : thin layer, : area reclaim. , , ~rtOne----------------:fair: thin layer, low strength. See footnote at end of table. , , :Unsuited-------------Unsuited-------------Poor: , , , , IUnsuited-------------IUnsuited-------------, , , , , , slope, small stones, area reclaim. Poor: slope. Unsuited-------------lUnsuited-------------'Fair: small stones. Unsuited-------------Unsuited-------------fair: small stones, slope. Unsuited-------------Unsuited-------------Poor: slope, area reclaim. , Unsuited-------------Unsuited-------------Poor: slope, area reclaim. Unsuited-------------Unsuited-------------fair: slope, small stones. 117 122 Soil name and map symbol , , Pond reservoir areas , 34------------1Seepage, ldefonso I slope. ~ 0:. '* ! I idefonso--------:Seepage, : slope. , , , f azear-----------:Depth to rock, I slope. , , jd, 37------------1S1ope, Irigul : depth to rock. ''*: TABLE 10',--WATER MANAGEMENT--Continued , , Embankments, dikes, and levees , , Drainage Large stones---:Slope, I large stones. ILarge stones---Slope, , , Thin Thi:'! large stones. layer-----1Depth to rock, : slope. , layer-----1Depth to rock , , Irrigation , , Terraces and diversions Slope, large stones, droughty. :Large stones, : slope. , , ISlope, ILarge stones, : large stones, ! slope. : droughty. I , , , , IRooting depth, IDepth to rock, : slope. : slope. , , ISlope, lDepth to rock, rooting depth,: slope. droughty. , , , , SOIL SURVEY Grassed '",aterways ISlope, : large stones, " droughty. , , Slope, large stones, droughty. ISlope, I rooting depth. , ISlope, I rooting depth, droughty. , , irigul-----------Slope, Thin layer-----Depth to rock ISlope, IDepth to rock, : Slope, depth to rock. tarman----------ISlope, Thin layer-----Depth to rock , ! depth to rock. : rooting depth,: slope. I droughty. : I rooting depth, : droughty. , , , Slope, ISlope, lS1ope, rooting depth.! depth to rock.: rooting depth. , ~1----------------:Slope----------(Hard to paek---Slope, 'erry , I percs slowly. , , Slope, : Slope, I Slope, peres slowly. ) percs slowly. : peres slowly. '40K,'-" -m--f----------Slope, :,1 Piping---------Slope----------seepage. , , , , Slope----------IFavorable------!Favorable. , , , im Slope, seepage. 42----------------Slope, \amphier seepage. :Pipin g ---------Slope----------Slope----------, , , !Pipin g ---------Slope----------Slope----------, , , , Slope----------!Slope. , , , Slope----------!Slope. , , , 1----------------Lim:)n Slope----------!Hard to paek---Peres slowly, I slope. I Peres slowly, : slope. Peres slowly---!Percs slowly. , 1"1 _______________ _ 10rval Slope, seepage. 45'*: , Morval-----------ISlope, ~ I seepage. , I rridell--------~~!Slope, ~ seepage. , , , S----------------:Seepage-------- ,l/1hill 47----------------Seepage, ~ihill slope. 3----------------Slope, Northwater seepage. I :Favorable------ , , Slope----------IErodes easily, slope. Favorable------Slope----------Erodes easily, Large stones, seepage. Slope, large stones. slope. Slope, droughty, large stones. , Seepage--------Slope----------!Slope, droughty. Seepage--------Slope----------Slope, droughty. , , I Erodes easily , , IErodes easily , , 1 Erodes easily. , , , , , , : Erodes easily. , , , , , , ISlope, lSlope, : large stones. I droughty, I 1 large stones. , , , , IFavorable------1Droughty. , , , , , , , , ISlope----------1S10pe, : ! droughty. , , Thin layer-----Slope----------1Slope----------ISlope----------:Slope. , , , , , 3----------------Seepage--------Favorable------Favorable------1Favorable------ , , Favoratle------1Favorable. , Jlney "-50, 51------------Slope, Olney 1 seepage. , , 2----------------IOepth to rock, Parachute ; slope, : seepage. See footnot~ at erld of table. , , , Favorable------Slope----------Slope----------Slope----------1S1ope. Thin layer-----Depth to rock, slope. Slope, Depth to rock, droughty, : slope. raoting depth. I , , , , , , 1 Slope, : rooting depth, droughty. STATE OF COLORADO Bill Owens, Governor DEPARTMENT OF NATURAL RESOURCES DIVISION OF WILDLIFE AN EQUAL OPPORTUNITY EMPLOYER Bruce McCloskey, Acting Director 6060 Broadway Denver, Colorado 80216 Telephone: (303) 297-1192 Northwest Regional Service Center 711 Independent Avenue Grand Junction, CO 81505 970-255-6100 FAX: 970-255-6111 February 12, 2004 Ms, Barbara C, Burwell Stuver & LeMoine, P,c' 120 West Third Street Rifle, CO 81650 RE: Subdivision Application for Big R Commercial Park Dear Ms, Burwell: For Wildlife- For People I recently had the chance to visit with Robert Regulski, and to look at the proposed commercial park site, Most of the site is surrounded by other development and is heavily used by vehicle and human traffic, The field in the northwestern portion of the property probably provides habitat for a few small mammal species, but the proposed development in this area will not adversely impact wildlife, Normally, the Colorado Division of Wildlife provides comments to cities and counties for land use referrals after a wildlife assessment has been completed, but due to the small size and current disturbance on this property, a wildlife assessment may not be needed, Thank you for the opportunity to provide comments for this land use proposaL If you have any questions, please contact me, Sincerely, ;fern!) U~ Ron D, Velarde Northwest Regional Manager cc: l Smeltzer; D, Riggs; B, Gray; File DEPARTMENT OF NATURAL RESOURCES, Russell George, Executive Director WILDLIFE COMMISSION, Rick Enstrom, Chair. Philip James, Vice-Chair. Olive Valdez, Secretary Members, Bemard Black. Tom Burke. Jeffrey Crawford. Brad Phelps. Robert Shoemaker. Ken Torres Ex-Officio Members, Russell George and Don Ament NOXIOUS WEED MANAGEMENT PLAN The Big R Lot Owners Association and the individual Lot Owners shall implement and follow a program of noxious weed management aimed at the control and elimination of plant species included on the attached Garfield County Noxious Weed List. Each Owner shall implement a weed management program within the area of his Lot. In the event a Lot Owner fails to effectively control noxious weeds on his Lot, the Association shall have the right to enter upon the Lot and conduct a weed control program. The weed management plan will consist of the following components. 1. Prevention and Control. The quick revegetation of disturbed areas with weed-free grass seed and the maintenance of native or introduced vegctation in a healthy, vigorous condition producing optimum vegetative densities will leave noxious seeds little opportunity to establish. 2. Inventory. Each Lot will be inspected at least annually to identifY any infestations of noxious weeds. An accurate record will be kept of the application and success of weed eradication efforts. 3. Eradication. Elimination of noxious weeds will be achieved through the use of all of the following methods, as necessary: A. Mechanical controls to physically remove the entire weed plant or eliminate the plant's ability to produce seed. B. Biological controls relying on orgamsms (insect or plant pathogens) to interfere with weed growth. C. Chemical controls using herbicides to eliminate weeds. A current weed inventory is attached. At present, noxious weeds identified on the property include a stand of Russian Olive trees located along the north and east property boundary and along the internal roadway. Additionally, three stands of Russian Knapweed are located on the property. The Noxious Weed Management Plan for the property will be used to contain the spread of Russian Olive trees and eliminate the Russian Knapweed. Mechanical controls currently used for weed eradication include frequent mowing and use of herbivores such as cattle and goats. Chemical controls are also used. The property is emolled in the Garfield County Weed Cost Share program. BIG R COMMERCIAL PARK SUBDIVISION WEED INVENTORY -7/13/04 KW = Russian Knapweed X = Russian Olive Tree GARFIELD COUNTY NOXIOUS WEED LIST Common Name Leafy spurge Russian knapweed Yellow starthistle Plurneless thistle Houndstongue Common burdock Scotch thistle Canada thistle Spotted knapweed Diffuse knapweed Dalmation toadflax Yellow toadflax Hoary cress Saltcedar Saltcedar Oxeye Daisy Jointed Goatgrass Chicory Musk thistle Purple loosestrife Russian olive Scientific Name Euphorbia esula Acroptilon repens Centaurea solstitallis Carduus acanthoides Cynoglossum officinale Arctium minus Onopordum acanthium Cirsium arvense Centaurea maculosa Centaurea diffusa Linaria dalmatica Linaria vulgaris Cardaria draba Tamara parvijlora Tamara ramosissima Chrysanthemum leucantheum Aegilops cylindrica Cichoium intybus Carduus nutans Lythruam salicaria Elaeagnus angustifolia ACCESS PERMITS , ' OLORADO DEPARTMENT OF TRANSPORTAnON COOT Pennit No. TATE HIGHWAY ACCESS PERMIT 399019 -t Z6 State Highway No/Mp/Side 006A/9tJ.679! ermit rei:! , he Permittee; [ Date of transmittal $100.00 April 12, Rifle Ski Corporation Bob Regul.'3 ki 28485 Highway 6 & 24 Rifle co 81650 1999 I RegioniSectionJPatrol Local Jurisdiction The Applicant; 3/21 1 0 Garfield Rifle Ski Corporation Bob Regul.'3ki 28485 Highway 6 & 24 Rifle co 81650 County hereby granted permission to have an access to the stale highway at the location noled below. The access shall be constructed, maintained and used in 7rdance 'Nith this permit, including the State Highway Access Code and any attachments, tenns, conditions and exhibits. This permit may be revoked by :ssuing authority jf at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly " :)inted agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the :rmit. ~ation: On the north side of SH 6 & 24, a distance a"f~feet east from MP 94. ---21.1 ' -c.-~-e-ss~t-o~P=-ro-v~'i~d-~-S=-e-lv~i-C-G~t-o----------------------------------/ k. ~------------------------------------_1 General Light Industrial 200 ADT 100 . :er terms and conditions: See Attached Sheets IjlCIPALlTY OR COUNTY APPROVAL .ulred only when the appropriate local authority retains Issuing authOrity, Date Trtle cvn the signing at this permit the permittee agrees to the terms and conditions and referenced attachments contained. >rein. All construction shall be completed in an expeditious and safe manner and shall be finished within 4S days from rtion. The permitted access shall be completed in acc<:>rdance with the terms and conditions of the permit prior to , g used, le permittee shall notii'y Pete Holman with the Colorado Department of Transportation if Ie at 970-625-2286 at least 48 hours priorto commencing construction within the State Highway right- -,lay = person signing as the permittee must be the owner or legal representative of the property served by the permitled access and have fuU authority to K the pennit and it's terms and conditions. is permit is not valid until Signed by a duly authorized representative of the Department .ORAD DEPARTMENT OF TRANSPORTATION Jf'W1butlon: Required: 1.Regian 2 Applicant J.Su.tf .A.:ces.s Sadien Date (of issue) M copies as necessary ror. l.oc::Jl Authority InspectOl' MICE Putl"tlol Traffic Engineer Previous EdttJons are obsolete .lIInd may not be used COOT Fonn #101 8198 State Highway Access Permit. Standard Conditions This Form Is Attached to Each Access Pennit Issued Beginning August 31.1998. Form 101b The foUo<Mng paragraphs are excerpts of the State Higho,vay Access Code. These Bre provided for your convenience but do not alleviate compliance with all sactions ofthe Access Code. A copy of the Stale Higho,vay Access Code Is ava1!able from your local Issuing authority (local govemment) or the Colorado Department of Transportation (Department). When this permit was issued, the Issuing authority made its decision based 'In part on information submitted by the applicant, on the access category which Is assigned to the highway, what altarnative IIccess 10 other public roads and streels Is available, a)d safety end design standards. Changas in usa or design not approved by the permit or the issuing authority mlly cause the revocation or suspension of the permit. APPEALS 1. Should the permittee Of applicant object to Ihe denial of a permit application by the Department or object \0 any of the terms or conditions of a permit placed there by the Department, the applicant and permill&6 (appallan!) have a right 10 appealtha decision to the [Transportalion] Commission [of Colorado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of nollce of denial or \ransmi1lRf of the permit for signiOllure. Submitlha requesllo the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall Include reasons for the appeal and may include changes, revisions, or conditions Ihat would be acceptable to Ihe permiUee or applicant 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with Ihe appeal procedures of the local authority. 3. In submitting tha request for administrative hearing, the appellant has the option of InclUding within the appeal a request for a review by the Department's internal administrative review committee pursuant to {Code] subJaction 2.10. When such committee review Is requested, processing of the appesl for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notirl9s the Commission to proceed with the administrative hearing, or Ihe appellant submits a request 10 the CommissIon or the administraliYe law judge 10 wilhdn.w the appeal. The two administrative processes, Ihe Internal administrative review committee, and the adminIstrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrame reviB'WS or negotiations with Ihe Department or Ihe intemal administrative review G.::mmittea~nq; 'll\'i$(".n~ "'!J' 'lhi~iCJJli' '0. 'hit' '1P-mTir 1lT'''I·''ianiaJ. 'f~f! ~ittHH 'JT 'IDIliic;;mt""Irs:heo:'C ~ '._ 'treo~, "IF.:III .... ''"CF-''_~''t::''tn:-2,JIIIIss::JJ·T.:T'" ~~:~ appeal must be brought 10 Ihe Commission . -.l' within 60 days of transmittal of notice of denial or transmittal of the permit. PERMrr EXPIRATION 1. A permit shall be considered expIred if the access Is not under construction w!!hln 000 year of th. permit lesue data or before the expiration of any authorized extensIon. When the permittee Is unable to commence construction within one year after the permit issue oole, the pennlttee may request a one YGar extension from the IssuIng authority. No morEt than how one-yeQr extensions may be granted under gny circums.\!l;nces. If the access Is not under constructIon within three years from dete of Issue the psrmll will b4l considered expir&d. Any request for an extensIon must be In writing and submitted to thaissulng authority befOn! the permit expires. The request should state the reasons why the extension Is necGs~ary, when oonstruotion Is anticipated, and Include a copy of page 1 (faoe of perm!!) of the access pennlt. ExtensIon approvals ahiin be In writing. The locall$sulng authority shall obtain the concurrence of the Dspartment prIor to th. approval dan extenson, and shall notify the Department of all denIed extensions within ten days. Any person wishing to reestablish ran aect'S permit thai has expred may beglh again wllh the app~c:at!on procedurGs. An approved Notice to Proceed, automatically renews the Qcce&8 permit for the period of the Nollce to proc.ed. CONSTRUCTION 1. Constrocllon may not begin until a Notice to Proceed Is approved. (Code subsection 2.4] 2. The construcUon cI the acce" and Its appurtenances as required by the terms WId condItions of Ihe permit shall be completed at the expenae of the permittee except ali provided IrI subseotJoo 2.14, All materials used In the construcllon of the access within the highway rlghl-of~y or on pennanent 6Q86ments, become public property. Any materials removed from the highway right-of-way wlll be< disposed of only as directed by the Department. All fencing, guard rail, trQfIlo control devices and olher equipment and materials removeel' In the course of aCCMS constructIon shall be gIVen to tht Department un1eSt! othelV'o'lselnstrucied by the permit or tha Departmantlnspaclor. 3. The permittee shall noUfy the .,dlvldual orlhe office specified on the permIt or Nollce to Proceed at leas! two working days. prior to any construction within 61ate hlgh'tVay rIght-of-way. Construction of the access sh.d not proceed until both the access permll and the NoUce to Proceed are Issued. The access shall be completed In an eXpadl1ious and safa manner and shall be finished within 45 days from Inniatioll of consJructJon within the hIghway nghl-of-'NBY. A constructlon time extensIon not to excted 30 working days may be requested from the Individual or office specified on the permit. 4. The Issuing authority and the Department may In.s.pect the access during constructlon and upon completion of the acce." to ensure that alilerm6 and conditions of the ~rmit are met. Inspectcnl are ilutn~ t::: ~>tn~ =nriHi:lmi :ifinE':mnTJft ~ ~c:ir-r om::::: -0: r..dt 'ID't. oc:tlllfiP.!!'lO -'«i'hur ~ "1q:tr4- '<'."a)'1na: t%tl no! :::omp1r wrtn 11'16 provisrom: m 11-re -permh, that conflicl with concurrent highway construction or ....,"';n-'·enanc~ ..... _._, •• Ih111 e·~.J-·-""'1r hlg!'w ..•. , --·-opert~·c natural or cultural resources protected by law, or Ihe health Elnd safety of workers or the public. 5. Prior to using the access, the permittee Is required to complele Ihe construction acoording to the lerms and conditions of the permit. Failure by the permittee to abide by all perma terms and cO!1dltlons eha!l be sutnclent cause forthe Department or Issuing authority to Initiate actIon to suspend or revoke the permit and close the aCC6Ss, If In the determination of the Deparlment or Issuing au\hortty the failure to complY wUh or complete the conslruction requirements of the permit create a highway safaty hazard, 6uch shall be sufjcJenl CBUlie for the s.ummary suspension of the permit. If the permittee wlshes to use tha access prior to completion, arrangements must be approved py the Issuing authorlty and Department and Included In the permIt. Th" Department or Issuing autilority may order a halt to any unauthorIzed U68 of the access pUr&lJQnt to statutory lind regulatory powers. Reconstruction or Improvoment of the access may btl required when the pennlttae has failed to meel required specifications of desIgn or malori., If Qllf construction alement falls withIn two yearw. due to Improper construction or materIal s~flcatlonll, the permittee shaU be respon.slbla for aU repairs. FaUure to make such repairs may result In suspension of the permIt and closure afthe access. 6, The permittee shall provIde construction tn.;1;,; conlrol devices al all times during acces.a conatru:llon, In conrormance with the M.U.T.C.D. as requIred by lectlon 42-4-104, C.R.S., as amended, 7. A utility permit shall be obtained for any uum., vvork withIn hlghmy right-of·way. Where necoasary to remOVe, relocate, or repair IiItrrafllo control device or public or private utilities for the construction of Ii permlti;>J access, the relocation, removal or repaIr ahall be accomplished by the permittee without casllo the Department or IssuIng autilority, and al the direction of the Department or utility company, Arty damaiJe to the state h!!'.Ih\oVQy or other public right-of-way beyond Ihal 'WhIch la allowed In the permit aha" be repaired IlTVTledlataly. The permIttee I. rBS.ponslble for Ihe repaIr of any ulllJty damaged In the course of access construction, reconslructlon or repair. 8. In Ihe even! It becomes n'C61&~ry to remo~", any rlyht.of-wIiY fence, th. posts on either slda of the acces.s shall be securely braced with an approved end pCII.it before Ihe fence Is cut to prevent any slacklng of the remaining fance. All posts and wire removed ara Depadrnent property and shall be turned over to. representative of the Department. g, The permittee shall ensure that a copy of Itlu permit i::> avaIJable for revlaw at the construction sita Q\ ~!I Umes. The parmit may requirs the contractor to noUfy thu IndivlduOlI or aIDes specified on the permit at any apeolil.,d phases In oonstructlon to Rllow the fleld Inspec.tarlo Inspect various aspects of cOrli.iructlon such all ooncnWC:1 forms, aubbase, base coume compaction, and materials. ERlt:f!rr::;c;rlionro.. 'Mi;lor~ lm(! aXfIticna m"'f·tJe ~~"~~ 7'c=:;;t~"b8o:t inSpl:ICIOl \0 ~l uuanlrctpalB'd lih!! -wnditlOns. 10. Each aCCt!ss shall be constructed in .. III thaI shall not cause 'Nater 10 enler onlo the road'Nay shoulder. and ahall not Inlerfere wilh the existing dra system on the right-of-way or any adopted municipa system and drainage plan .. 11, By accepting Ihe permlt, permittee agree I.9ve, lndfmnlfy, and hold hannl8&s 10 Ihe e~ent alk by law, the h;sulng authority, the D9partment, Ita Om! and employees from auits, actions, claims of any typ character brought because of InJuria", or damage suslalned by any pef1;on result1nil from the permlll8{ use of Ihe access permIt during the construdlon of II Bccess. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. II h. the feGponslbilityofthe property owr and permittee 10 ensura that the usa of the access I( property Is not In vIolation of the Code, permit tertrllo conditioM or the Act. The terms .nd conditioll of at permit are binding upon all assigns, successors-In- Interest, heira and occupants. If any slgnlfica11 chan~ are made or wJll be made In Ihe use of Ihe property \ wit! affect aocsss opemtlon, trafrtc volume and or vel type, the permIttee or property owner shall contact It locallsaung authority or the Department to delermin new access permit and modifications to the aceSGG I requIred. 2. When an access Is comdrucled a USfJ,o.l I vIolation of the Code, section 4J...2-1~7(5)(c), C.R.S. the Act appllss. The Department or Issuing aJthonty summarity suspend an access permit and Irr.medlalf order clO!iure of the access when lis conllnued use presenia In Immedlale threat 10 public health, welfgf .. afety. Summary suspension shell comply wih ar\lvl title 24, c'R.S. MAINTENANCE 1. The perrri!iee, his or her heirs, s.uo::ess( Inlerest, aulgm;, and 09cupant& of the property serv by the acca68 shaU bII re9ponslble for meeting the h Bnd condllOfl8 of the permit, the re~lr and ma!ntem of the acoesll beyond the edge of the roadway InciUl any cattle guard and gata, and the removal 0" cleafll of snow ct: 1C61 upon the access evan though deposit Ihe access In the course of Department snow remov operations. Within unincorporated areas the Depallr wI!! keep 800ese culverts clean as part of maintenan, the hlgh'MIy drainage system. However, the permill~ responsible for the repair and rep/acament of any BC ralated culvertll withIn the right-of-Way. Within Incorporated areas, drainage reeponslbJlities for munlcipaHtles are detarmined by statute and tocal ordinance. The Dep<.lrtrllent will maintain the roadwa Including auxilIary tanes Bnd shouldenl, except in Ihe cases where the access InstallaUon has failed due te Improper &lCC66S construction andlor failure to fo!low pennlt requirements Rnd specincaUons In VoItioh cas~ permIttee shaU be responslbte for such repair. Any lliqnlfiCQnl repafrs slJch illS culvllrt r!tphiL~mP-f'lt, ~, !lr ~ in des.iqn or sp!dfiat'ioos.. ~~Ir".;o::"'r-;-:~",,~ STATE HIGHWAY ACCESS PERMIT #399021 Issued to Rifle Ski Corporation TERMS AND CONDITIONS 1. If there are any questions regarding this permit, please contact Mike Smith at (970) 248-723 L April 12, 1999 2. A Notice to Proceed, CDOT Fonn 1265 is required before begirming the construction of the access or any activity within the highway right-d-way. All submittals, documents, plans and other items that must be completed, shall be submitted and approved before a Notice to Proceed will be issued. Contact the Department (or local issning authority) for tile Notice to Proceed. 3. The following items are required before a Notice to Proceed will be issued: (a) Construction Plans Stamped by a Colorado Registered Professional Engineer (b) Certificate ofInsurnnce Liability as per Section 2.3(11)(11) of the Access Code. (c) Traffic Control Plan 4. The Permittee shall refer to all additional standard requirements on the back of this permit and any enclosed additional terms, conditions, exlubits and noted attachments. 5. Upon completion of the access, the applicant shall notify the Access Manager by certified mail within 10 days at: Colomdo Department of Transportation Mike Smith Region 3 -Access Manager 606 South 9'" Street Grand Junction, Colorado 81501 6. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based in part npon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit Any changes in traffic volumes or type, drainage, or other operational aspects rnay render this permit void, requiring a new permit to be applied for based upon existing and anticipated future conditions. 7. This permitted a=s is only for the use and purpose stated in the Application and Permit 8. Nothing in this permit sball prohibit the chief engineer from exercising the right granted in CRS 43-3-102 including but not limited to restricting left hand turns by construction of physical medial separations. 9. Water, sanitary, sewer, gas, electrical, communication, landscaping, and telephone installations will require individnal additional permits. 10. The Permittee is responsible for obtaining any necessary additional federal, state andlor City/County permits or clearances required for cOnstruction of the a=s. Approval of this a=s permit does not constitute verification of this action by the Permittee. 11. Any work within Stale Highway right-of-way shall begin after 8:30 A.M and all work and equipment shall be off the highway BEFORE 3:30 P.M. each day. 12. No highway lane closures or one-way traffic will be allowed. 13. No work will be allowed at night, Satnrdays, Sundays and legal holidays without prior authorization from the Department The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 14. It is the responsibility of the Permittee to prevent all livestock from entering the State Highway right -of-way at this a=s location. Any livestock that does enter the highway right-of-way shall be the sole respollSlbility of the Permittee. 15. In the event the landscaping becomes unsightly or considered to be a traffic hazard, The Department may require that it be removed promptly by the Permittee and at no cost to the Department. 16. Landscaping shall not obstruct sight distance at any State Highway a=s point 17. A fully executed complete copy of this permit must be on the job site with tlle contractor at all times dn.ring the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the department inspector or the issuing authority. , .. -0:;.-• · .. '.t'! i-! STATE HIGHWAY ACCESS PERMIT #399019 Issued to Rifie Ski Corporation TERMS AND CONDITIONS(cont'd) April 12, 1999 18, Survey markers or monuments found in state highway righl-<Jf-way must be preserved in their original positions. Notify the Department at (970) 248-7220 immediately upon damage to or discovery of any such markers or monuments at the work site. Any survey markers or monuments dislillbed during the execution of this permit shall be repaired and/or replaced immediately at the expense of the Permittee. 19. It shall be the responsibility of the Permittee to verify the location of the existing utilities and notify all utility owners or operators of any work that might involve utilities within the State Highway right-<Jf-way. Any work necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee. Any damage or disruption to any utilities during the construction shall be the Permittee's responsibility and shall be repaired or replaced at no cost to the Department 20. Any damage to any present highway facilities including traffic control devices shall be repaired inunediately at no cost to the Department and prior to continuing other work. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Department inspector. 21. Areas of roadway and/or right-of-way disturbed during this installation sball be restored to their original conditions, to inSlITe proper strength, drainage and erosion control. 22. Any incomplete construction activity on the State Highway that most be left overnight, shall be barricaded and signed in accordance with the Manual on Uniform Traffic Control Devices and other applicable standards. 23. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays. 24. No more than 6 feet of trench areas shall be opened at anyone time. Open trenches and other excavations within the State Highway right-<Jf-way shall be backfilled and/or paved before 3:30 P.M of each working day or be protected in accordance with the MU.T.C.D. 25. The area aronnd the new work shall be well graded to drain, top soiled, fertilized, mulched and re-seeded in accordance with the Department standard specifications. 26. When it is necessary to remove any highway right-<Jf-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M-{}()7-1 standard, before the fence is cut, to prevent slacking of the remaining fence. All posts and wire removed shall be returned to the Department 27. All excavations for utility lines, culverts, trenches or tunnels shall meet the reqnirements of the Occupational, Safety and Health Administration (OSHA), Colorado Industrial Cominission, Colorado Division of Mines or the Colorado Department of Transportation, whichever applies. . 28. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 50 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade for a minimum of 20 feel If curb and gutter are present, the slope shall be calculated from pan line to pan line. Any revisions to this requirement shall be subject to Department review and approval prior to commencement of any work within the highway right-<Jf-way. 29. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 30. Pursuant to section 4.10.2 of the State Highway Access Code, the access roadway shall not exceed a maximum grade of 10 percent within the highway right-<Jf-way, as measured 50 feet beyond the pavement edge and extending to the right-of-way line. The access vertical grade shall be designed and constructed in conformance with the Department M & S standard M-203-1. . -3l. The design of the horizontal and vertical sigh! distance shall be no less than the minimum requirements, as provided in section 4.9 of the State Highway Access Code, 2 CCR 601-1. 32. All reqnired access iniprovements shall be installed prior to the herein-authorized use of this access. 33. The access shall be surfaced inunediatcly upon completion of earthwork construction and prior to use. -3 - STATE HIGHWAY ACCESS PERMIT #399019 Issued to Rifie Ski Corporation TERMS AND CONDITIONS(cont'd) April 12, 1999 34. Compaction of subgrade, embankments and bacldill shall be in accordance to section 203.07 of the Department's standard specifications. 35. The surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than CDOT Aggregate Base Course, Class 6. 36. Slopes shall be at a 6:1 ratio on the roadway and a 6:1 ratio on the approach. 37. No drainage from this site shall enter onto the State Highway travel lanes. The Pennittee is required to detain all drainage in excess of historical flows and time of concentration on site. 38. All existing drainage slmctures shall be extended, modified or upgraded, as applicable, to accommodate all new construction and safety standards, in accordance with the Department's standard specifications. - 4 - JI :J ~LORADO DEPARTMENT OF TRANSPORTATiON lATE HIGHWAY ACCESS PERMIT 1 COOT Permit No. 399020 State Highway No/Mp/Slde aQ6A/94.594/ I Date of transmittal S100.00 April 12, 1999 rmrt fee I, I Region/Section/Patrol 3/2/10 Local Jurisdiction Garfield County le Permittee; Rifle Ski Corporation Bob Regul.~ ki 28485 Highway 6 & 24 Rifle co 81650 The Applicant; Rifle Ski Corporation Bob Regul.:::l};.i 28485 Highway 6 & 24 Rifle co 81650 lereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in :( rance with this permit, including the state Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by I :uing authority jf at any time the permitted access and its use violate any parts of this permit The issuing authanty, the Department and their duly )"..\ted agents and employees shaH be held hannless against any action for personal injury or property damage sustained by reason of the exercise of the mit. : ,i On the north side of SH 6 & 24, a distance east from MP 9~. CPi3S to Provide to General Light Industrial 200 ADT 100 'terms and ons: See Attached Sheets I ':IPALITY OR COUNTY APPROVAL 1 :ed only when the appropriate local aLIthority retains issuing aLIthority. 'f1 permit permittee agrees to the terms and and contained ,in. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from 3 '>no The permitted access shall be completed in accordance with the terms and conditions of the permit prior to II ;lSed. permittee shall notify Pe te Holman with the Colorado Department of Transportation ~ :le at 970-625-2286 at least 48 hours prior to commencing construction within the State Highway right- tal >el1?On signing: as the pennittee must be the owner or legal representative of the property served by the permitted access and have full authority to ]I Ie permit and it's terms and conditions . .< 7 / o rlbuUon: Required: 1.Reg.oo 2.Af!plic:anl ., ~..,ff d~~ ~ ....... l .... ~ copies as necessary for: lOCJI Authority Inspector MTCE P-alrol Trnffic Engineer J , PT!!vtou.s Edttlon.s OJr!! obsolete .and m.3Y not be, used COOT Form #101 BlS8 State Highway Access Pennrt, Standard Conditions This Form Is Attached to Each Access Permit Issued Beginning August 31, 199B. Form 101b The follovving paragraphs are excerpls of Ihe Slate Highwey Access Code. These are provided for your convenience bul do nol alleviate compllance with aU sections of the Access Code. A copy of the Stale Highway Access Code Is available from your local Issuing authority (local government) or the Colorado Department of Transportation (Dep;;lrtmenl). When this permlt was issued, Ihe Issuing aUlhority made its decision based in part on Information suocnilled by the applicant, on the access calegory which Is assigned 10 Ihe highway, what alternative IIccess to other public roads and stlBets Is available, <rid safety and design smndards. Changes in use or design not approved by the permit or the issuing authority mlly cause the revocation or suspension of Ihe permit. APPEALS 1. Should the permittee Of applicant object to the denial of a permit application by the Department or object 10 any of the terms or conditions of a permit placed there by the Depilrtment, the applicant and permittee (appellant) have a right 10 appeal the decision 10 the {Transportation) Commission [of Colorado). To appeal a deciSion, submit a request for administrative hearing to the TransportaliOO Commission of Colorado within 60 days of transmittal of noUce of denial or transmittAl of the permit for signOilure. Submit the requesl to the Trtlnsportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall Include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable \0 Ihe permll1ee or applicant. 2. Any appeal by the applicant or permittee of aclion by B local issuing authority sh:all be filed with the loca! authority and be consistent 'Nith the appeal procedUres of Ihe local euthority. 3. In submil1irq the request for administrative hearing, Ihe appellant has the option of Including within the appeal a request for a review by Ihe Department's internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review Is requested, processing of the appeal for formal administratNe hearing, 2.9(5) and (6), shall be suspended until the appellant notirlEls the Commission 10 proceed with the administrative hearing, or the appellant submits a request to Ihe Commission or the edministrative law judge to withdrQw the appeal. The two administrative processes, the Internal administrative review committee, and Ihe administrative hearing, may not run concurrenlly. 4. Regardless of any communications, meetings, administratNe reviews or negot"lalions with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes 10 appeal Ihe Department's decision to the CommIssion for a '~' .. earing, Ihe appeal must be brought to the Commission .t;~'~~ ~~' .. ,,"-:::,...., _._ .. --_. --_ .. _.. --.. . within 60 days of transmittal of noUce of denial or transmittal or the permit. PERMIT EXPIRATION 1. A permit shall be considered expired if the access Is not undoc construction within 00B year of tha permit issue date or before the expIration of any Oluthorlzed extension. When the permittee Is unable to commence conslructlon within one year aftar the permit Issue date, the permittee may request a ooe year extension from the !ssulng authority. No mors than two one-year extensions may be granted under any circumstances. If the Qccess I, not under constructJon within three years lrom date of Issue the permit wUl be considered expired. Any request for an ex\en.loo must be In writing and submItted to the Issuing authority before the permit expires. The request should state the reasons why the axtenslon Is nece.ssary, whan oonstruotlon Is anticipated, and Include a copy of page 1 (face of permIt) of the access permit. ExtenslOfl approvals shall be In writing. The local issuing author!ty shall obllilln the concurrence of Ihe Dspartment prior to th. QPproval r:I Bn extensW:ln, and shall 110tlfy the Department of all denIed extensions within ten days·. Any person wlshlng to reestabJlsh an BCCf.~ parmlt that has exphd mOlY begin again wIth the appScalion prOCl3odures. An approved NoUce to Proceed, aulomatlcally reneW'S the acce&$ permit for Ihe period of the Nollce to Proc.ed. CONSTRUCTION 1. ConstruclJon may not begin until a Notice to Proceed Is approved. (Code subsection 2.4} 2. The construction cJ Iha acCEl&! and Its appurtenances as required by the terms QOd oondltlons of Ihe permit shall be completed at the expenae of the permlttae except as provided In subseotlon 2.14. All materill.ls U&ed In the construction oHhe access wIthin the highway right-of-'.\llly or on permanent eUGments, become public property. Any materials removed from the highway rlght-of-WlI.y wlll be disposed of only as directed by the Department. All fencing, guard rall, traffio control devlC6$ and other equipment and materials removed In the course of access oonstructlon shaU be given to the Department unless o(helVlllae Instructed by the permit or the Department inspector. 3. The permittee shaU notify the hdlvidual orlhe office specified on the permit or Notice to Proceed at lea&t two working days prior 10 any construction within &tate highway right-of-way. Construction of the access shal not proceed until both Ihe IiICces.a permU and the Notice to Proceed are Issued. The access shall be completed In an expeditious and safa manner and shall be finished within 45 days from Initiation of conslructlon within the highway right-of-way. A construction time extension not to exc.ed 30 working days may be requesled from the Individual or office specified on the permit. 4. The Issuing authority and the Department may Inspect the access during constructioo and upon complerlon of the access to enSure that rail term6 Bnd conditions of the permit are met. Inspectors afe authorized 10 enforce the conditions ortha permll during construction and to hall any ao\!vitles within state rlghl-of- way Ihll.t do nol comply with the provisions of the permit, that conflict with concurrent highway conslructlon or •. ~.n-'-·'·"' ... ance-···_'······hllt en-' .. · .. -~-high"'--···"··-perty,- natural or cultural resources protected by law, or Ihe helOlth and safaty of workers or the public, 5. Prior to using the access, the pelmlttee Is required to completa Ihe construction acoording to the lermS! and conditions of the permit. Failure by the permittee to abide by all permit terms and co~dftlons shall be Bufficlent cause for the Department or iBlulng authority to Initiate actJon to suspend or revoke the permit .nd olose the accoos, If tn the determination oflhe Department or IssuIng authority the failUre to comply with or complete the construction requlremsnla of the permit create a highway safety hazard, such shall be s.u1Iiclent causa for Ihe summary suspanslon of the pennlt.lf the permittee wishes to use the access prior 10 comp/llltion, arrangements must be approved DY the Issuing authorIty and Department and Included In the permit. The Depariment or lasulng authority may order a halt to any unauthorized usa of the access pursuanlto 5.t..atutory and regulatory powefli,. Reconstruction or Improvnmenl of the access may btl required when the permittee has failed 10 maet raqulred specJncaUoos of design or matertala. If QII""/ construction element fails within twa yean;; dl!& to Improper construction or mat&rlal speclncatlona,.the permillee 5.haP be resp0O$lb!e for all repairs. FaUure 10 make such repaln;: may result In su&penalon uflha permIt and closure ortha accesa.. 6. The permittee shall provide construction IrGo:I;':; control devlcafl; at all tlme& durIng access constru:tlon, III conformance with the M.U.T.C.D. as required byaecIJon 42-4-104, C.R.S., as amended, 7. A utility permit shall be obtalnsd for any uUllij 'Nark within hlghws,y right-of-WQy. Where necuasary to remove, relocate, or repair a traffio control device or public or private utilities for the construction of 8 perm Iliad aocess, the relocation, ramovQI or repair IIhaU be accomplished by the permittee without cost to tha Department or IssuIng authority, and at the direction of the Depariment or utility company. Any damsj]e to th6 alate hlgh'NBy or other public rlghl-of-'NllY beyond thai whIch Is allowed In the permit IIhaR be repaired ImmedJut,;,ly. The permittee la responsIble for the repaIr of any uUUly damaged In Iha course of access conslructlon, reconsllUctJon or repair. 8. In Ihe event It becomes neC6ss.aryto rernol-';' any rlght-of-MlY fence, the posts on either sldB of the access shall be securely braced with In approved and post before the fence Is cut 10 prevent any slackIng or the remailiing fence. All posts and wIre removed ara Depadrnent property and sha!! be turned over to. repreGentaUve of the Department. 9. The permIttee shall ensure thai a copy of tllu pacmit is available for revIew at the construction aile ~t ul! Umes. The permit may require Ihe contractor to notify Ihu Indlvlduul or office specinad on the permit at any apaohiiOld phasen In oom;;lruction to allow the field Inspector to Inlipeot various aspects of construction such 51» conorSIOI farms, subbase, base coun>e compacIJon, and materials sp&clficallons. Minor chat"Qes and additions mny be ordered by Ihe Department or local authority fiuld inspector to meel unanticipated site conditions. 10. Each acCttSS shall be constructed in a III thaI shall not cause water 10 enter onto the roadway shoulder, and _hall notlnterlere with the existing dre system on the right-of-way or any adopted municipa system and drainage plan .. 11. By accepting the pemlll, permillee BQlee &ava, Ind.mnlfy, and hold hannlass to the e>:1ent alk by law, the Iu.ulng authority, the Department, I!II ami and employees from suits, actiOns, claims of any typ chliracterbroughl because of Injurielil or damage sustaIned by any pe~on resulting from the p&rmlttef. use of the access permit during the conslluclion of Il acca&s. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. It Is the re&ponslbilltyofthe propilrty owr and permlttllle to ensurs that the U&e of the access t( property b: not In violation of tha Code, perm~ tellnll conditlonl or the Act The terma and condilim .. of 81 penni! an binding upon all asslgna, sucG6$SOrll-ln- Interest, haira and occupants. If any slgnlfiCQllt chani are made or will be made In the use of the property \ will affect aocess opelOlilon, traffIC volume ;md or vel type, Ihe permittee or property owner ahalf contact II loca.lla&tkig aulharfty or Ihe Department to determin newaccesa permit and modlfica~on8 to the IIcce" I required. 2. When an aCcess Is conslructed cs u,C<.i I violation of Ihe Code, section 43-2-147(5)(c), C.R.S. Ihe Act applls&. The Department or Issuing suthority summarily .uspend 6f1 access permit and lrrYnedlah order dosura of the QOcess when lis contlnu.d use presents an Immedlale thre:at 10 public health, weiful s;gJety. Summary suspension shell comply mh 1H11ci title 24, eR.s. MAINTENANCE 1. The pemitl&6, hIs or her heirs, IWccess( Interest, aaaigmo, and occupantlS of the properly lief"Y by the ace ••• ahlin bf i(Jsponslble for meeting the If and cond.lons oflha permit, the repil.Jr and maloteru of the acoesa beyond the edge of the roadway Inclu{ any cattle guard and gala, and the rlilmoval cs C/!HUg of snow a Ice upon the access even though deposit Ihe access In the course of Department 8neM' romov operations. Within unincorporated areQalhe Depaltr will keep aooeas culverts clean liS part of m9inteoan· the hlgh'MlY drainage system. HlJ'iV8ver, the permittf responsll:ie for the repaIr and replacement of any Ole related culverts within the right-ol-way. Within Incorporated areas, drainage responslbUities for municipalities ara detarmlned by statute and local ordinance. The Department will maIntain the roadYr..l Including auxUlary lanes and shoulders, except in th{ cases where the access Installalbn has failed due Ie Improperacc86s construction and/or failure to follov-.r permit requirements 2nd specifications In waoh casl permittee shall be responsible for such repair. Any aignlficanl rspatn> such as culvert raplacement, resurlaclng, or ~hanges In design or specifications, requires !authorizalion from the Depariment STATE HIGHWAY ACCESS PERMIT #399020 Issued to Rifie Ski Corporation TERMS AND CONDITIONS 1. If there are any questions regarding this permit, please contact Mike Smith at (970) 248-7231. April 12, 1999 2. A Notice to Proceed, CDOT Form 1265 is required before beginning U10 construction of the access or any activity ,,"thin the highway right-<>f-way. All submittals, documents, plans and other items that must be completed, shall be submitted and approved before a Notice (0 Proceed will be issued. Contact the Department (or local issuing authority) for the Notice to Proceed. 3. The following items are required before a Notice to Proceed will be issued: (a) Construction Plans Stamped by a Colorado Registered Professional Engineer. (b) Certificate of Insurance Liability as per Section 2.3(1l)(h) of the Access Code. (c) Traffic Control Plan 4. The Permittee shall refer to all additional standard requirements on the back of this permit and any enclosed additional terms, conditions, exhlbits and noted attachments. 5. Upon completion of the a=ss, the applicant shall notify the Access Manager by certified mail within 10 days at: Colorado Department of Transportation Mike Smith Region 3 -Access Manager 606 South 9"' Street Grand Junction, Colorado 81501 6 .. This Permit is issued in accordance mth the State Highway A= Code (2 CCR 601-1)_ and is based in part upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit Any changes in traffic volumes or type, drainage, or other operational aspects may render this permit void, requiring a new permit to be applied for based upon existing and anticipated future conditions. 7. This permitted a=ss is only for the nse and purpose stated in the Application and Permit 8. Nothing in this permit shall prohtbit the chief engineer from exercising the right granted in CRS 43-3-102 including but not limited to restricting left hand turns by construction of physical medial separations. 9. Water, sanitary, sewer, gas, electrical, co=unication, landscaping, and telephone installations will require individual additioual permits. 10. The Permittee is responsible for obtaining any necessary additional federal, state and/or City/County permits or clearances required for construction of the a=ss. Approval of this a=ss permit does not constitute verification of this action by the Permittee. II. Any work mthin State Highway right-<>f-way shall begin after 8:30 AM. and all work and equipment shall be off the highw.l}' BEFORE 3 :30 P.M each day. 12. No highway lane closures or one-way traffic "ill be allOv.;ed. 13. No work will be allowed at night, Saturdays, Sundays and legal holidays mthout prior authorization from the Department The Department may also restrict work mthin the State Highway right-<>f-way during adverse weather conditions. 14. It is the resp<lllSlbility of the Permittee to prevent all livestock from entering the State Highw.l}' rigbt-<>f-w.I}' at this access locatioll Any livestock that does enter tbe highway rigbt-<>f-way shall be the sole respollS1bility of the Permittee. 15. In the event the landscaping becomes unsightly or considered to be a traffic hazard, The Department may require that it be removed promptly by the Permittee and at no cost to the Department. 16. Landscaping shall not obstruct sight distance at any State Highway access point. 17. 'A fully executed complete copy of this permit must be on the job site witb the contractor at all times during the COUstructiOIl Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of tbe department inspector or the issuing authority. -2- STATE HIGHWAY ACCESS PERMIT #399020 Issued to Rifie Ski Corporation TERMS AND CONDITIONS(cont'd) April 12, 1999 18. Survey markers or monuments found in state highway right-of-way must be preserved in their original positions. Notify the Department at (970) 248-7220 immediately upon damage to or discovery of any such markers or monwnents at the work site. Any survey markers or monuments disturbed during the execution of this permit shall be repaired andlor replaced immediately at the e);pense of the Permittee. 19. It shall be the responsibility of the Permittee to verify the location of the existing utilities and notify all utility owners or operators of any work that might involve utilities within the State Highway right-of-way. Any work necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee. Any damage or disruption to any utilities during the construction shall be the Permittee's responsibility and shall be repaired or replaced at no cost to the Department 20. Any damage to any present highway facilities including traffic control devices shall be repaired immediately at no cost to the Departruent and prior to continuing other work. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Department inspector. 21. Areas of roadway andlor right-of-way disturbed during this installation shall be restored to their original conditions, to insure proper strength, drainage and erosion control. 22. Any incomplete construction activity on the State Highway that must be left overnight, shall be barricaded and signed in accordance with the Manual on Uniform Traffic Control Devicys and other applicable standards. 23. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays. 24. No more than 6 feet of trench areas shall be opened at anyone time. Open trenches and other excavations within the State Highway right-of-way shall be backfilled andlor paved before 3:30 P.M of each working day or be protected in accordance with the MUT.eD. 25. The area around the new work shall be well graded to drain, top soiled, fertilized, mulched and re-seeded in accordance with the Department standard specifications. 26. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M-<507-1 standard, before the fence is cut, to prevent slacking of the remaining fence. All posts and wire removed shall be returned to the Department 27. All excavations for utility lines, culverts, trenches or tnnnels shall meet the requirements of the Occupational, Safety and Health Administration (OSHA), Colorado Industrial Commission, Colorado Division of Mines or the Colorado Departruent of Transportation, whichever applies. 28. The access shall be coustrncted perpendicular to the travel lanes of the State Highway for a mininmm distance of 50 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade for a minimum of 20 feel If curb and gutter are present, the slope shall be calculated from pan line to pan line. Any revisions to this requirement shall be subject to Departruent review and "Pproval prior to commencement of any work within the highway right-of-way. " . . 29. The access shall be collljlleted in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 30. Pursuant to section 4.10.2 of the State Highway Access Code, the access roadway shall not exceed a maximum grade of 10 percent within the highway right-of-way. as measured 50 feet beyond the pavement edge and extending to the right-of-way line. The access vertical grade shall be designed and constructed in conformance with the Department M & S standard M-203-1. . '31. The design of the horizontal and vertical sight distance shall be no 1= than the minimum requin:m=, as provided in section 4.9 oflbe State Highway Access Code, 2 CCR 601-1. 32 .. All required access improvements shall be installed prior to the herein-authorized use of this access. 33. The access shall be surfaced immediately upon completion of earthwork construction and prior to use. -3 - STATE HIGHWAY ACCESS PERMIT #399020 Issued to Rifle Ski Corporation TERMS AND CONDITIONS(cont'd) April 12, 1999 34. Compaction of subgrade, embankments and backfill shall be in accordance to section 203.07 of the Department's standard specifications. 35. The surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than CDOT Aggregate Base Course Class 6. 36. Slopes shall be at a 6: I ratio on the roadway and a 6: I ratio on the approach. 37. No drainage from this site shall enter onto the State Highway travel lanes. The Permittee is required to detain all drainage in excess of historical flows and time of concentration on site. 38. All existing drainage structures shall be extended, rnodilied or upgraded, as applicable, to acccrnmodate all new construction and safety standards, in accordance with the Department's standard specifications. -4- PROPOSED PROTECTIVE COVENANTS DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR DRAFT BIG R COMMERCIAL PARK SUBDIVISION IN GARFIELD COUNTY, COLORADO INTRODUCTION Declarant, as identified herein, is developing a commercial park subdivision known as Big R Commercial Park Subdivision ("Subdivision"). The real property that constitutes the land area of the Subdivision is described on Exhibit A attached hereto and incorporated herein by this reference. It is Declarant's desire and intent to hereby subject the Lots within the Subdivision to certain covenants, conditions, restrictions and reservations for the benefit of the Subdivision in fm1herance of its purposes. The covenants, conditions, restrictions and reservations set forth herein ("Declaration") shall bind and benefit the Declarant, its successors and assigns, and all persons or entities who become a grantee of one or more Lots within the Subdivision. Every Lot within Big R Commercial Park Subdivision shall henceforth be owned, held, conveyed, encumbered, leased, improved, used, occupied, and enjoyed subject to the following covenants, conditions, restrictions and reservations, and the same shall constitute a general plan for the Subdivision, ownership, improvements, sale, use and occupancy of the Lots therein, to enhance and protect the value, desirability, and attractiveness ofthe Subdivision. ARTICLE I STATEMENT OF PURPOSE 1.0 I General. The purpose of this Declaration is to ensure proper use and appropriate development and improvement of the real property that constitutes the Subdivision, so as to provide harmonious commercial development and promote the general welfare of the Lot Owners, tenants, invitees, and guests thereof, and protect the present and future value of such propel1y. ARTICLE II DEFINITIONS 2.01 "Association" means and refers to the Big R Lot Owners Association, Inc., a Colorado nonprofit corporation. 2.02 "Association Documents" means this Declaration, the Article ofIncorporation for the Association, the Association Bylaws, all Association rules and regulations, all documents incorporated by reference into the foregoing, all procedures, rules, regulations, resolutions or policies adopted by the Association in accordance with the aforementioned documents, and all documents of record with the Clerk & Recorder of Garfield County, Colorado that affect the Subdivision as a whole. Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 2 2.03 "Board of Directors" shall mean the Board of Directors of the Association, as provided for in the Association Documents. 2.04 "Improvement" shall mean and refer to and include any and all structures and all appurtenances thereto of every kind and type, and all other physical changes upon, over, across, above or under a Lot or upon existing improvements located in or on a Lot, or the landscaping and facilities within right-of-way adjacent to a Lot. This definition shall include, but shall not be limited to, the following facilities and activities, whether of a permanent or temporary nature: buildings, outbuildings, parking structures and garages, parking lots and other parking areas, streets, roads, traffic control devices and signs, driveways, bikeways, access roads, loading areas, signs, canopies, awnings, trellises, fences, lawns, lawn and garden landscaping, plazas, patios, recreational facilities, walkways, pedestrian malls, sidewalks, shelters, security and safety devices and bridges, construction trailers and other temporary construction buildings, screening walls, retaining walls, stairs, docks, windbreaks, exterior air conditioning, lighting fixtures, drainage structures, communications equipment including but not limited to microwave dishes and relay equipment, coaxial and fiber optic cables, satellite transmitting and/or receiving ground stations, poles, pumps, wells, tanks, reservoirs, pipes, lines, meters, towers, and other facilities used in connection with water, sewer, gas, electric, telephone, regular or cable televisions, or other utilities, changes to any improvement provided that with respect to such facility constructed (in behalf of or for a utility, such facilities is included in this definition only to the extent it is above ground. "Improvement" as defined herein shall not include improvements, alterations or remodeling which are completely within the interior of a structure and which do not affect or change the exterior appearance of an improvement, are not visible from the outside and do not alter the permitted use of Lot as defined in Article III. 2.05 "Lot" shall mean and refer to each of the lots within the Big R Commercial Park Subdivision as shown on the final plat thereof recorded with the Clerk and Recorder for Garfield County, Colorado, as said final plat may be amended from time to time. 2.06 "Maintenance" shall mean and refer to any activity or function that is necessary on an ongoing basis or intermittently for the purposes of: (a) maintaining and/or operating any vacant, unimproved land; and/or (b) maintaining and/or operating improvements before, during and after construction or installation of such improvements; and/or ( c) for the purpose of enabling or facilitating the permitted use of any Lot. 2.07 "Owner" or "Lot Owner" shall mean and refer to the record owner, whether one or more persons or entities, including Declarant, of a fee simple title interest in and to any Lot within the Subdivision. "Owner" or "Lot Owner" shall not mean or refer to any person or entity who holds an interest in a Lot merely as security for the performance of a debt or other obligation; or pursuant to an easement, right-of-way, or license that pertains to or affects a Lot or Lots, or appurtenant to, a Lot or Lots. 2.08 "Subdivision" shall mean and refer to the Big R Commercial Park Subdivision as Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 3 described by land area on Exhibit A attached hereto and as shown on the final subdivision plat thereof recorded with the Garfield County Clerk and Recorder, as it may be properly amended from time to time. ARTICLE III PERMITTED USES 3.01 Permitted Uses. Subject to the covenants, conditions, restrictions and reservations set forth in this Declaration, all Lots shall be used solely for such nonresidential uses as are allowed within the Commercial General zoning district, of Garfield County, Colorado, under the conditions set forth hercin. 3.02 Pre-existing Agricultural Uses. It is anticipated that the Big R Commercial Park Subdivision will be developed over time and that pre-existing agricultural uses of the property will be allowed to continue in a manner consistent with that development. As a result, pre-existing agricultural uses on portions of the Property shall not be subject to the restrictions of this Declaration. ARTICLE IV ASSOCIATION MEMBERSHIP AND VOTING RIGHTS 4.01 Purpose. The purpose of the Association is to administer and enforce the covenants, conditions and restrictions set forth in this Declaration, and otherwise administer and enforce the provisions of all Association Documents, and to carry out the purposes herein stated and the functions necessary for the proper use and maintenance of all Lots within the Subdivision. 4.02 Membership in Association. All Lot Owners in the subdivision shall be members of the Association and consent to all terms and conditions set forth in this Declaration and all Association Documents. Membership shall be appurtenant to and may not be separated from ownership of any Lot. The vote for such Lot shall be exercised by one person or alternate persons (who may be a tenant of the Owner) appointed by proxy in accordance with the Bylaws. 4.03 Transfer of Membership. An Owner shall not transfer, pledge, encumber or alienate his membership in the Association in any way, except upon the sale or encumbrance of his Lot and then only to the purchaser of his Lot. 4.04 Board of Directors. The affairs of the Association shall be governed by a Board of Directors, consisting of not fewer than three (3) persons in accordance with the Bylaws, except that there need be only as many Directors as there are Owners of Lots. The Directors may be nonresidents of Colorado, but all Directors must be Owners of Lots or shareholders or directors of Owners of Lots. Notwithstanding the foregoing, the exclusive right to vote for the election of the Board of Directors shall be vested solely in Declarant so long as Declarant is the Owner of six (6) or more Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 4 Lots. Once the Declarant no longer has exclusive right to vote for the election of the Board of Directors, the Directors shall be elected at the annual meeting. The initial Director shall be Robert M. Regulski. 4.05 Voting Rights. Applllienant to ownership of each Lot is one (1) vote for the purpose of all Association matters regardless of whether one or more persons or entities own such Lot. Votes may not be voted in fractions. 4.06 Compliance with Association Documents. Each Owner shall abide by and benefit from each provision, covenant, condition, restriction and easement contained in this Declaration, and all Association Documents. The obligations, burdens and benefits of membership in the Association concern the land and shall be covenants running with each Owner's Lot for the benefit of all other Lots. 4.07 Association Expenses. Expenses ofthe Association include, but are not limited to, expenses associated with the Association's responsibilities for road and access easement maintenance, roadside landscaping, operation and maintenance of the fire protection system and the water supply therefor, well water augmentation from West Divide Water Conservancy District, oversight maintenance ofthe individual sewage disposal systems, and operation and maintenance of the drainage path along and culverts under Highway 6 & 24 to the extent not maintained by the Colorado Department of Transportation. With the exception of expenses for well water augmentation from West Divide Water Conservancy District, the expenses of the Association shall be divided among all Lots equally. Each Lot Owner shall pay its share ofal! such expenses in accordance with the Association Documents. Expenses for well water augmentation shall be divided among the Lots in accordance with augmentation plan for each Lot in proportion to their allocated water usage. Failure to timely pay any amounts, in whole or in part, may be enforced as a violation of these covenants. ARTICLE V ASSOCIATION FUNCTIONS AND DUTIES 5.0 I General Authority. The Association shall fulfill its obligations as required under the Association Documents. Additionally, the Association may do all things reasonably necessary or desirable to keep and maintain the Subdivision as a secure, attractive and desirable commercial development. 5.02 Right to Make Rules and Regulations. The Association shall be authorized to and shall have the power to adopt, amend and enforce rules and regulations applicable to the Subdivision to implement the provisions of this Declaration and all Association Documents. The Association may provide for enforcement of any such rules and regulations through reasonable and uniformly applied fines and penalties, or other reasonable and appropriate sanctions. Each Owner, lessee, guest and member ofthe general public shall be obligated to and shall comply with and abide by such rules Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 5 and regulations and pay such fines or penalties upon failure to comply with or abide by such rules and regulations and such unpaid fines and penalties shall be enforceable in accordance with the Association Documents and applicable law. 5.03 Records. The Association shall keep financial records sufficiently detailed to conduct Association affairs and to enable the Association to comply with applicable law, including records adequate to document unpaid charges and/or assessments due in the Association. All financial and other records shall be made available for examination by any Owner in accordance with applicable law. The Association may charge a reasonable fee for copying such material. 5.04 Implied Rights of the Association. The Association may exercise any right or privilege granted in the Association Documents and, except to the extent limited by the terms and provisions of this Declaration, given to it by law, and shall have and may exercise every other right, privilege, power and/or authority necessary or desirable to fulfill its obligations under the Association Documents. 5.05 Association Documents. Each Owner shall comply with and benefit from each term, provision, covenant, condition, restriction, reservation and easement contained in the Association Documents. The obligations, burdens and benefits of membership in the Association touch and concern the Property and are, and shall be, covenants running with each Lot for the benefit of all other Lots. 5.06 Indemnification. The Association shall be obligated to and shall indemnify and defend Declarant and hold it harmless from all liability, loss, cost, damage and expense, including without limitation attorneys' fees and disbursements, arising with respect to any operations of the Association. 5.07 Owner's Negligence. In the event that the need for maintenance, repair or replacement of Association property (~, the fire protection water supply) or of any roadway, access, drainage or other easement maintained by the Association caused through or by the negligent or willful act or omission of an Owner or an Owner's guest or lessee, then the expenses incurred by the Association for such maintenance, repair or replacement shall be a personal obligation of such Owner; and, if an Owner fails to repay the expenses incuned by the Association within seven (7) days after notice to the Owner of the amount owed, then such failure shall be a default by the Owner under the provisions of this Declaration, and such expenses shall automatically become a default assessment determined and levied against such Lot, enforceable by the Association. 5.08 Enforcement of Association Documents. The Association or any aggrieved Owner may take judicial action against any Owner to enforce compliance with the Association Documents and Association rules to obtain damages for noncompliance or for injunctive relief, or both, all to the extent permitted by law. Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 6 ARTICLE VI ASSESSMENTS 6.0 I Obligation. Each Owner, by accepting a deed for a Lot, is deemed to covenant to pay to the Association (i) annual assessments imposed by the Board of Directors as necessary to meet the expenses incurred or anticipated to be incurred to perform the functions of the Association; (ii) special assessments for capital improvements and other purposes as stated in this Declaration; and (iii) default assessments which may be assessed against a Lot for the Owner's failure to perform an obligation under the Association Documents or because the Association has incurred an expense on behalf of the Owner under the Association Documents. No Owner may waive or otherwise avoid personal liability for the payment or the assessment provided for in this Declaration by abandoning or leasing a Lot, or otherwise. 6.02 Purpose of Assessments. The assessments shall be used exclusively to promote the health, safety and welfare of the Owners and occupants ofthe Subdivision, and to fulfill other areas of Association responsibility referred to in the Association Documents. 6.03 Budget. Within thirty (30) days after the adoption of any proposed budget for the Association, the Board of Directors shall mail, by ordinary first-class mail, or otherwise deliver a summary of the budget to all Owners and shall set a date for a meeting to consider ratification of the budget not less than fourteen (14) nor more than sixty (60) days after mailing or other delivery of the summary. Unless at that meeting Owners representing more than sixty percent (60%) of all votes entitled to be cast on Association matters reject the budget, the budget is ratified, whether or not a quorum is present. In the event that the proposed budget is rejected, the periodic budget last ratified in accordance with this Section must be continued until such time as the Owners ratify a subsequent budget proposed by the Board of Directors. The Board of Directors shall adopt a budget and submit the budget to a vote as provided herein no less frequently than annually. The Board of Directors shall levy and assess the Association's annual assessments in accordance with the annual budget. 6.04 Annual Assessments. Annual assessments for Association expenses shall be based upon the estimated cash requirements as the Board of Directors from time to time determine to be paid by all of the Owners. Estimated Association expenses include but are not limited to the cost of routine Association affairs; expenses of management, taxes and special governmental assessments; insurance premiums for insurance coverage as deemed desirable or necessary by the Association, maintenance of Association property or property for which the Association is specifically responsible; road maintenance, repair and improvement, wages, charges consistent with the provisions of the Association Documents; legal and accounting fees; expenses and liabilities incurred by the Association under or by reason of the Association Documents; payment of any default remaining from a previous assessment period; and the creation of a reasonable contingency or other reserve or surplus fund for Association business, as needed. Annual assessments shall be payable on a prorated basis each year in advance and shall be due as determined by the Board of Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 7 Directors. The omission or failure of the Association to fix the mliual assessments for any assessment period shall not be deemed a waiver, modification or release of the Owners from their obligation to pay the same. 6.05 Default Assessments. All monetary fines assessed against an Owner pursuant to the Association Documents, or any expense of the Association which is the obligation of an Owner or which is incurred by the Association on behalf of the Owner pursuant to the Association Documents, shall be a default assessment and shall become a lien against such Owner's Lot(s) which may be foreclosed or otherwise collected as provided in this Declaration. Notice of the amount and due date of such default assessment shall be sent to the Owner subject to such assessment at least thirty (30) days prior to the due date. 6.07 Effect of Nonpayment Assessment Lien. Any assessment payment or installment thereof, whether pertaining to any annual, special, default or other assessment, which is not paid within thirty (30) days after its due date shall be delinquent. If an assessment installment becomes delinquent, the Association, in its sole discretion, may take any or all of the following actions: (a) Assess a late charge for each delinquency in such amount as the Association deems appropriate. (b) Assess an interest charge from the date of delinquency at the yearly rate of eighteen percent (18%) per alliUm; (c) Suspend the voting rights of the Owner during any period of delinquency; (d) Accelerate all remaining assessment installments so that unpaid assessments for the remainder of the fiscal year shall be due and payable at once; and (e) Bring an action at law against any Owner personally obligated to pay the delinquent assessments; and (f) Vote to approve the recording of a lien for all delinquent assessments, and upon approval, file for record in the office of the Clerk and Recorder for Garfield County, Colorado, a notice of lien signed by the President or Managing Agent of the Association for the amount due, together with interest thereon, which notice shall contain: (l) a statement of the amount unpaid and the interest accrued thereon; (2) a legal description of the property owned by the delinquent Owner; and, (3) the name of the delinquent Owner(s). Such notice oflien shall be effective to establish a lien against the interest of the Owner(s) in the Lot(s) together with interest at the rate set forth above on the amount due from the date thereof, administrative fees, recording fees, cost of title search obtained in connection with such lien and the foreclosure thereof, and court costs and reasonable attorneys' fees that may be incurred in the Big R Conunercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 8 preparation and enforcement of such a lien. The Association may institute foreclosure proceedings against the defaulting Owner's Lot in the malmer for foreclosing a mortgage on real property under the laws of the State of Colorado. In the event of any such foreclosure, the Owner shall be liable for costs and fees thereof, including but not limited to the amount of all unpaid assessments, any penalties and interest thereon, the cost and expenses of the foreclosure proceeding and sale, the cost and expenses for filing the notice of the claim and lien, title search, foreclosure certificate, and all reasonable attorneys' fees and costs incurred in connection therewith. The Association shall have the power to bid on a Lot at foreclosure sale and to acquire and hold, lease, mortgage, and convey the same. While a Lot is owned by the Association following foreclosure; (a) no right to vote shall be exercised on its behalf; (b) no assessment shall be levied on it; and (c) each other Lot shall be charged, in addition to its usual assessment, its equal pro rata share of the assessmcnt that would have been charged such Lot had it not been acquired by the Association. The lien of the assessments will be superior to and prior to any homestead exemption provided now or in the future by the law of the State of Colorado, and to all other liens and encumbrances except liens and encumbrances recorded before the date of the recording of this Declaration, and except the lien of a first deed of trust holder, and except liens for governmental assessments or charges imposed against a Lot by a Colorado governmental or political subdivision or special taxing district or any other liens made superior by statute. The foregoing lien and the rights to foreclosure thereunder shall be in addition to, and not in substitution for, all other rights and remedies which the Association may have hereunder and by law, including suit to recover a money judgment for unpaid amounts. 6.08 Personal Obligation. The amount of any assessment chargeable against any Lot shall continue to be a debt of the Lot as well as a personal and individual debt of the Owner of same. No Owner may exempt himself from liability for the assessment by abandonment, lease or sale of his Lot or otherwise. Suit to recover a money judgment for unpaid assessments, any penalties and interest thereon, the cost and expenses of such proceedings, and all reasonable attorney's fees in connection therewith shall be maintainable without foreclosing or waiving the assessment lien provided in this Declaration. ARTICLE VII ARCHITECTURAL AND DESIGN CONTROL 7.01 Design of Property. It is the specific intent of the Declarant to assure that all development and improvement of the Lots is accomplished within the bounds of this Declaration. The design standards set fOlih herein or as may be adopted hereafter shall be interpreted and applied to serve such intent. Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 9 7.02 Adoption of Standards. The Association may, but is not required to, promulgate, adopt, and amend design standards or guidelines consistent with these covenants and additional to those set forth in Article VIII. A current copy of the adopted, written design standards or guidelines, if any, shall be furnished to each Lot Owner upon written request. 7.03 Obligations with Respect to Zoning and Subdivision. All improvements and uses of a Lot shall fully comply with all zoning, land use, and subdivision statutes and regulations and conditions applicable to such Lot. 7.04 Architectural Control. No Improvement on any Lot shall be commenced, erected or maintained, nor shall any exterior addition to or change or alteration therein be made until the plans and specifications showing the nature, kind, shape, height, materials, and location of the same shall have been submitted to in writing and approved as to harmony of external design and location in relation to surrounding structures and topography by the Board of Directors of the Board. In the event the Board of Directors fails to approve or disapprove such design within thirty (30) days after said plans and specifications have been submitted to it, approval will not be required and this Article will bc deemed to have been fully complied with. 7.05 Enforcement. Any violation of these covenants for architectural and design review shall constitute a violation of this Declaration and all Association Documents, subject to enforcement by the Association. The Association is specifically authorized to impose appropriate fines, penalties or other sanctions against a Lot Owner for violation ofthe architectural and design review covenants, standards and guidelines, and any such monetary fine or penalty shall constitute a default assessment under Article VI and may be collected as such. ARTICLE VIII CONSTRUCTION AND DESIGN STANDARDS 8.0 I Construction Standards. Construction or alteration of any Improvement(s) shall meet the standards set forth in these covenants and shall promptly and diligently be completed. For the purposes of these covenants, when a construction material is specified herein, another material may be used in lieu thereof, provided such material is equivalent or superior to the specified material. 8.02 Finishes. All buildings shall have exterior walls of face brick, stone, metal, steel, concrete, marble, anodized aluminum, glass, stucco or equivalent permanently finished materials. 8.03 Sidewalks. Sidewalks of design standards and in locations required by the County shall be maintained by the Owner of that Lot on which the sidewalk is located. 8.04 Landscaping. Any portion of a Lot upon which Improvements are not constructed may be landscaped in accordance with available legal and physical water supply for Lot. Big R Conmlel"Ciai Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 10 8.05 Screening. All trash areas (and dumpsters) shall be maintained in permanently screened and fenced enclosures which shall not be visible to any other lot or from any dedicated street. 8.06 Illuminations. Overnight security type lighting, and lighting or parking, truck servicelreceiving areas and outdoor storage areas will require fixtures that are of a sharp cut-off design which allow minimal light spill or glare onto adjacent property. 8.07 Utilities. All pipes, conduits, cables, or lines for water, gas, sewage, steam, electricity, telephone or any other energy or service serving any Lot from any main trunk line or easement shall be installed and maintained below ground, unless otherwise approved in writing by the Association. 8.08 Signs. All signs shall conform with written sign standards of applicable codes, laws and governmental regulations. ARTICLE IX MAINTENANCE AND OPERATION ACTIVITIES -CRITERIA 9.01 Construction Period. During construction of any Improvements, supplies and equipment must be stored in a designated area in a safe and orderly fashion. Trash, waste and debris must be removed on a regular basis. Unlandscaped areas shall be kept mowed and pruned, free from plants infested with noxious insects or plant diseases and from weeds which are likely to cause the spread of infection or weeds to neighboring property and free from brush or other growth or trash which may cause danger of fire. 9.02 Site and Building Maintenance. All Owners shall at all times keep their premises, buildings, Improvements, and appurtenances including parking areas in a safe, clean, and neat condition; shall remove, replace, or repair all such items or areas not in such condition; and shall comply in all respects with all government, health, police and safety requirements and with such maintenance standards as may be established by the Association. Each Owner shall remove at its own expense at least once a week all rubbish or trash of any character that may accumulate on its property and shall keep unimproved areas maintained. Rubbish and trash shall not be disposed of on the premises by burning in open fires or incinerators. Site and building maintenance as described herein is additional to shared maintenance obligations for the roadway and access easements, as set fOlih in Article XIII. 9.03 Landscape and Grounds Maintenance. All landscaped or unimproved ground on all Lots shall be maintained in a neat and adequate manner. Required maintenance activities shall include, but not be limited to, mowing, trimming, irrigation, replacement or removal of dead, diseased, or unsightly landscaping, removal or control of weeds from planted areas, appropriate pruning of plant materials, and dust suppression. Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 11 9.04 Noxious Weed Management. The Association shall implement and follow a program of noxious weed control which shall comply with all applicable requirements of Garfield County, including but not limited to the control and elimination of plant species identified on the published Garfield County Noxious Weed List. Each Owner shall implement a weed management program within the area of his Lot. In the event a Lot Owner fails to effectively control noxious weeds on his Lot, the Association shall have the right to enter upon any Lot and conduct a weed control program. The weed management plan will consist of the following components. (a) Prevention and Control. The quick revegetation of disturbed areas with weed-free grass seed and the maintenance of native or introduced vegetation in a healthy, vigorous condition producing optimum vegetative densities will leave noxious seeds little opportunity to establish. (b) Inventory. Each Lot will be inspected on at least an annual basis to identify any infestations of noxious weeds. An accurate record should be kept of the application and success of weed eradication efforts. (c) Eradication. Elimination of noxious weeds will be achieved through use of all of the following methods, as necessary: (i) Mechanical controls which physically remove the entire weed plant or eliminate the plant's ability to produce seed (ii) Biological controls which rely on organisms (insect or plant pathogens) to interfere with weed growth. (iii) Chemical controls which use herbicides to eliminate weeds. An effective weed management program may involve all three methods of eradication as well as a long term commitment to prevention and control. Assistance in the development and implementation ofa weed management program is available through the Colorado State University Cooperative Extension Service and from the Garfield County Office of Vegetation Management. 9.05 Additional Maintenance and Operation Activity. In addition to the foregoing maintenance and operation activity standards, the Board of Directors may promulgate and adopt additional maintenance and operation activity criteria that are not inconsistent with the criteria set forth in this Article and that implement the purposes of these covenants. 9.06 On-Street Parking. No parking shall be permitted on any platted access easement or Big R Conunercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 13 without willful or intentional misconduct. The Association shall indemnify and hold harmless all members, agents, employees and Association representatives from any and all reasonable costs, damages, charges, liabilities, obligations, fines, penalties, claims, demands or judgments, and any and all expenses, including without limitation, attorneys' fees and costs incurred in the defense or settlement of any action arising out of or claimed on account of any act, omission, error or negligence of such person or ofthe Association or the Board of Directors provided such person acted in good faith and without willful or intentional misconduct. 10.02 No Association Liability. The Association shall not be held liable for injury or damage to person or property caused by the condition of any Lot or by the conduct of specific Lot Owners or their tenants, agents, employees and other representatives. ARTICLE XI MINING 11.01 No Drilling Activity. No Owner, without the unanimous consent of all other Owners, may enter into any lease that allows for surface entry on the property for exploration or development of any minerals and geothermal resources, including but not limited to natural gas, coal, hydrocarbons, sand, and gravel; unless unanimously consented to, in writing, such use is prohibited on the surface of the Property. ARTICLE XII WATER AND SEWER 12.01 Water Supply. The potable water supply for the Subdivision shall be provided by thirteen wells as provided in this Article: 12.01.01 Water Supply for Lot I. (a) Ownership of Well and Appurtenant Facilities. A water well (referred to herein as Regulski Well No.2) has been constructed offsite and operates pursuant to Colorado Division of Water Resources Well Permit No. 051641-F and that Well Sharing Agreement filed in the Office of the Garfield County Clerk and Recorder at Book 974 at Page 803 which authorizes withdrawal to Big R Commercial Park Subdivision of up to 20 gallons of water per minute with a maximum of 3.314 acre-feet per year for landscape irrigation, commercial and vehicle washing. Operation of the Well is dependent upon maintenance an augmentation plan consisting of 0.577 dedicated shares of Grand River Ditch Company as set forth in In re the Application of Rifle Ski Corp., Case No.94CW 003. The Owner of Lot I shall own a three-tenths (3/1 Oths) interest in and to Regulski Well No.2, the well permit, pump and associated facilities for the withdrawal of water located at the well. (b) Use of Water. The Owner of Lot I shall be entitled to use up to 3.314 acre-feet ammally from Regulski Well No. 2 only for purposes authorized by the well permit and in Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 14 accordance with the terms and conditions of the Well Sharing Agreement. (c) Operation, Maintenance and Repair Costs. The Owner of Lot I shall be responsible for the costs of maintenance, operation, repair, service and replacement of the well, pump and associated facilities in accordance with the terms ofthe Well Sharing Agreement. The Owner of Lot 1 shall also be responsible for the ownership and maintenance of the augmentation plan, including payment of the annual assessment on the Grand River Ditch shares, in accordance with the terms of the Well Sharing Agreement. (d) Easements. The Owner of Lot I is hereby granted a perpetual and non-exclusive easement over and across Lot 10 for the installation use, maintenance, repair, service and replacement of waterlines and other facilities necessary for the proper operation of Regulski Well No.2 as set forth on the final plat of Big R Commercial Park Subdivision. (e) Individual Well. In the event the physical supply of water from Regulski Well No. 2 becomes inadequate or otherwise undesirable, the Owner of Lot I may obtain a well permit for an individual well on Lot I. The individual well on Lot I would be included in the augmentation plan consisting of West Divide Conservancy District Water Allotment Contract No. 040518BRCP(a). The Association shall maintain the West Divide Conservancy District Water Allotment Contract necessary for the withdrawal of water. The cost for the West Divide Conservancy Contract necessaty for the withdrawal of fire protection water shall be allocated among all Lot Owners. The cost ofthe West Divide Conservancy Contract necessary for the withdrawal of the remaining water from the wells shall be allocated by the Association to the Lot Owners in proportion to their allocated water usage. 12.01.02 Water Supply for Lots 2 through 10 and Fire Protection. (a) Ownership of Well and Appurtenant Facilities. Individual water wells for each of Lots 2 through 10 (referred to herein as Wells No. ) have been constructed on each Lot and operate pursuant to Colorado Division of Water Resources Well Permit Nos. ____ -:--_ respectively. The permit for Lot 2 authorizes withdrawal of up to _ gallons of water per minute with a maximum of2.24 acre-feet per year for landscape irrigation, commercial and vehicle washing. The permits for Lots 3 though 8 and 10 authorize withdrawal of up to _ gallons of water per minute with a maximum of 0.96 acre-feet per year for landscape irrigation, commercial and vehicle washing. The permit for Lot 9 authorizes withdrawal of up to~_ gallons of water per minute with a maximum of 1.51 acre-feet for landscape irrigation, commercial, vehicle washing and fire protection. Operation of each well is dependent upon maintenance of an augmentation plan consisting of West Divide Conservancy District Water Allotment Contract No. 040518BRCP(a), The Owners of Lots 2 through 10 shall each own, appurtenant to their respective Lot, the full interest in their respective well, well permit, pump and associated facilities for the withdrawal of water located at each respective well, provided, however, that the Association shall be entitled to withdraw and use 0,55 acre feet annually from Well No. located on Lot 9 for fire protection purposes. Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 15 (b) Easements. The Owners of Lots 2 through 10 are hereby granted perpetual and non-exclusive easements for the installation use, maintenance, repair, service and replacement powerlines and other facilities necessary for the proper operation of each well and delivery of water to Lots 2 through 10 as set forth on the fmal plat of Big R Commercial Park Subdivision. The Association is hereby granted a perpetual and non-exclusive easement over and across Lot 9 for the installation, use, maintenance, repair service and replacement of Well No. located on Lot 9 for the proper operation of the Well and Fire Protection System and delivery to the Fire Protection Cistern set forth on the final plat of Big R Commercial Park Subdivision. (c) Use of Water. The Owners of Lots 2 though 10 shall each be entitled to use water from their respective well only for purposes authorized by the well permit and in accordance with the terms and conditions of the well permit. The Association shall be entitled to withdraw and use 0.55 acre feet mmually Well No. _located on Lot 9 for fire protection purposes. (d) Operation, Maintenance and Repair Costs. The Association shall maintain the West Divide Conservancy District Water Allotment Contract necessary for the withdrawal of water from each well. The cost for the West Divide Conservancy Contract necessary for the withdrawal of fire protection water shall be allocated among all Lot Owners. The cost of the West Divide Conservancy Contract necessary for the withdrawal ofthe remaining water from the wells shall be allocated by the Association to the Lot Owners using West Divide augmentation in proportion to their allocated water usage. Each Lot Owner shall be solely responsible for the costs of maintenance, operation, repair, service and replacement of their well, pump and associated facilities. 12.02 Provisions Which Apply To all Lot Owners and the Association. (a) Installation of Well Facilities. The Association shall install, at its own expense, each well, power source, meter, and other facilities in and to the wells. (b) Installation of Fire Protection System. The Association shall be solely responsible for installing a pipeline and related facilities as may be necessary or desirable to convey water from the Fire Protection System to each owner's Lot for the Association's fire protection purposes. Subsequent to such installation, the Association shall be responsible for maintaining and operating the pipeline and related facilities serving the Association's fire protection system. (c) Meter. A totalizing flow meter and adjacent shut-off valve shall be installed for each Lot Owner to measure the rate and total volume of water delivered from the Well to the Lot or Fire Protection Cistern, and to shut off such flow, when appropriate. The type of meter and valve, their location and installation shall be determined, owned, operated and maintained by the Association. Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 16 (d) Owner. Each Lot owner and the Association with respect to the Fire Protection System shall be the sole owner of any and all facilities used exclusively for the benefit of said Lot, including individual service lines and storage tanks. (e) Limitations. The Association may read the meters and shall have the authority to enforce the limitations on water deliveries to each Lot set forth herein pursuant to the provisions of Article XVI hereof. In addition, the Association may terminate water deliveries to any Lot that has for two consecutive months exceeded its maximum monthly entitlement to water from each Well, upon receipt of a letter or other communication from the Division of Water Resources that adverse action will be taken if such remedy is not imposed. (f) Conservation. Water conservation practices shall be exercised wherever practicable throughout the development of the Lots 12.03 Fire Protection. A water supply for fire protection purposes within the Subdivision is provided by a Fire Protection System comprised of a Fire Protection Cistern, located on Lot 9 as shown on the final plat and final plat plans, water lines, hydrants and other related facilities. The water supply for the Fire Protection Cistern shall be provided from the well permitted for Lot 9, as described herein. The Association shall be responsible for maintaining the Fire Protection System including, but not limited to, filling and maintaining the Fire Protection Cistern at all times. The Owner of Lot 9 shall have responsibility for maintaining the well from which the fire protection water is supplied. 12.04 Potable Water Treatment Monitoring. To the extent that water treatment systems are required to be installed, each respective Lot Owner shall be responsible for such installation and maintenance. If required by the Association, a Lot Owner shall make such repairs or improvements to the water treatment system as are necessary to provide potable water. 12.05 Sewage Disposal. At least one building on each Lot shall contain a minimum of one (I) bathroom containing a toilet and sink. All sewage disposal therefrom shall be disposed of by means of an engineered individual sewage disposal system. Each individual sewage disposal system shall be located so as to avoid impairment during a 1 DO-year flood event and constructed in a manner to facilitate ready access for maintenance. Each Lot Owner shall be responsible for the construction, operation and management of their individual sewage disposal system. The Association will contract with a septic tank systems cleaner to clean all of the septic tanks on a bi-annual basis or such other frequency as shall be determined by the Association. The management plan for the operation and maintenance of the individual sewage disposal systems is as follows: (a) Only mild biological and water waste may be introduced into the individual sewage Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 17 disposal systems. Other wastes, including grease, must be disposed of separately. (b) Each septic tank should be inspected annually by the Lot Owner and pumped, if necessary, notwithstanding the Association's cleaning contract with a septic tank systems cleaner. (c) The septic tank should be pumped by a licensed septic tank system cleaner with proper disposal of waste materials. (d) The leach fields should be protected from damage or soil compaction from vehicles driving or parking on the system. ( e) The individual sewage disposal systems should be protected from excess water from roof drains, surface drainage, irrigation water, leaky faucets, or leaky toilets. (f) Owners shall follow the guidelines listed in Exhibit B, Septic System Maintenance. ARTICLE XIII ACCESS AND UTILITIES 13.0 I Access. The Association shall maintain and repair the dedicated public right-of-way providing access to all Lots and the Emergency Ingress/Egress and Fire Tank Access Easement shown on the final plat. 13.02 Utilities. Declarant hereby establishes for the benefit of each Lot and all Lots within the Subdivision nonexclusive, common and perpetual easements for the location of utilities, including but not limited to water, sewer, electricity, gas, telephone, telecommunication, and cable servIce. The location. of such easements shall be in conformity with the final plat for the Subdivision. 13.03 Maintenance of Right-of-Way and Easements / Shared Expenses. The Association is authorized to retain, hire or otherwise contract with one or more persons or entities, from time to time and as needed, to service, maintain, repair and improve the public right-of way and Emergency Ingress/Egress and Fire Tank Access Easement as shown on the final plat of the Subdivision. Services for which the Association shall be responsible shall include, without limitation, snow and ice removal, sanding, resurfacing, striping, painting, and similar services, as well as necessary landscaping. ARTICLE XIV INSURANCE AND EMINENT DOMAIN 14.01 Insurance. All Owners shall keep and maintain fire and casualty insurance upon all Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 18 Improvements upon their Lots to the full insurable value thereof, as well as public liability insurance and such other lines of insurance as may be necessary and proper to insure the risks associated with the activities upon an Owner's Lot. 14.02 Taking. If there is a complete taking of a Lot by any governmental body, then the Owner of such Lot shall be excused from obligation under these covenants subsequent to the taking. A partial taking that does not extinguish a Lot Owner's interest in a Lot shall have no effect upon such Owner's rights and obligations hereunder. ARTICLE XV RESERVED RIGHTS 15.01 Lot 1. The Owner of Lot 1 shall have the right to resubdivide such Lot or condominiumize any buildings within Lot 1 and incorporate within the Association any such Lots or condominiums created. Any resubdivision or condominiumization shall comply with the terms of this Declaration of Covenants, Conditions and Restrictions. 15.02. Declarant. So long as Declarant (or an entity owned 50% or more by Declarant) shall own a Lot with in the Subdivision, Declarant or that entity shall have the right to add property to the Subdivision and to incorporate within the Association any property added. ARTICLE XVI TERM AND AMENDMENT 16.01 Tenn. This Declaration, including all the covenants, conditions, and restrictions hereof, shall run with and bind all property and interests therein that are a part of the Subdivision for a period of twenty (20) years from the date hereof and thereafter shall be renewed automatically from year to year unless sooner amended or terminated as hereinafter provided. 16.02 Amendment. Notwithstanding the foregoing, this Declaration may be amended or terminated at any time by an instrument executed and acknowledged by Owners evidencing the approval of no less than seventy percent (70%) of all votes entitled to be cast in the Association, and recorded with the Clerk and Recorder of Garfield County, Colorado, provided, however, that the section 15.02 cannot be amended without the approval of the Declarant (or an entity owned 50% or more by Declarant). Amendments made pursuant to the provisions of this Article shall inure to the benefit and be binding upon all propelty and interests therein that are part of the Subdivision. No amendment to the requirement of conforming to Garfield County zoning or conditions of subdivision approval may be made without the consent of Garfield County. Big R Conunercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 20 18.06 Incorporation of PI at Notes. All notes, terms and conditions set forth on the recorded Final Plat of the Subdivision are incorporated herein by reference. To the extent a conflict arises between these covenants and the notes, terms and conditions of the final plat, the notes, terms and conditions of the final plat shall control. 18.07 Covenants Run with the Land. The covenants, conditions and restrictions set forth in this Declaration shall run with the land described in Exhibit "A," such being all of the Lots within the Subdivision, and shall be binding upon and benefit all persons having .or acquiring any interest whatsoever in said real property or any part thereof, and shall inure to the benefit of, be binding upon, and enforceable at law or in equity, as set forth hereinafter by the Declarant, its successors in interest and grantees, each Owner and his successors in interest and grantees, and the Association acting on behalf of all Owners. IN WITNESS WHEREOF, the Declarant executes this Declaration of Covenants, Conditions and Restrictions for Big R Commercial Park Subdivision this __ day of , 2004. STATE OF COLORADO COUNTY OF GARFIELD ) ) ss. ) RIFLE SKI CORPORATION By: _________ _ Robert M. Regulski, President The foregoing instrument was acknowledged before me on this ________ ,2004, by Robert M. Regulski, as President of Rifle Ski Corporation. Witness my hand and official seal. My commission expires: ______ _ Notary Public day of EXHIBIT A PROPERTY DESCRIPTION A TRACT OF LAND SITUATED IN SECTION 11, TOVNSHIP 6 SOUTH, RANGE 93 VEST OF THE 6TH P,M" COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS AS FOLLOVS, BEGINNING AT THE SOUTHVEST CORNER OF THE SE114NEl/4 OF SAID SECTION 111 THENCE S,89'40'36'E, 300,83 FEETI THENCE S,63'43'02'V, 1337,91 FEETI THENCE N,aO'12'00'V, 597,08 FEETI THENCE S,89'48'45'E, 104,57 FEETI THENCE N,00'21'S6'E, 1318,18 FEETI THENCE S.89'52'06'£', 793,77 FEETI . THENCE S.00'15'20'V, 1318.95 FEET TO THE POINT OF BEGINNING, SAID TRACT OF LAND CONTAINING 32,31 ACRES, MORE DR LESS, Pumping your-septic tank Some materials ill household sewage arc not easily decomposed. A licensed systeills cleaner wilJ pUITlP Ulis material from your lank. I[you have a 2-colllpartnent k'luk, oath sides should be pumped regularly. Failure to regularly pUIlIJl the lank Illay result in sludge entering the bet.! where it call plug the soil pores amI result ill failure. In addition. addillg all effiucnt filter to the outlet o[yatlr septic tank will help prevent solids from cntering your absorption bed. Since repairing a failing absorption bed can cost thousands of doJlars, an CmUCJlt filler .lIld routine pumping represents a very reasonable investment in protecting your ISDS. Effluent Filters Absorption beds All absOIvtioll bet.! is \ .... herc treated wastewater cntcl's the soil. Plastic (PVC) pipes in the bed are quile susceptible to damage so vehicles should never be driven or parked on an absorption bed. Animals such as cattle or horses llIay also compact the soil alll.l uamage lilt: pipes. If your ISDS is in a pasture it shoulL! be fCllce to keep out livestock. Erosion call reillove [he soil cover ami allow sew,lge to escape fi'oll1 the betlthis call be prcveillcd by maintainillg proper urainage awl establishing vegetative cover (excluding trees, whose rools call enler and elog pipes), lfthe bed is located ill a lawll nrcu, watering shoulu be restricted to prevclIt saturation of the groullu. Additivcs Additives, which claim to improve the operation of your system, wi!! probably not cause any harJll but tllcy are notnceded to assure proper operation. Beware of claims that a chemica! adJ}tivc will "rejuvenate" your system or make pumping the tank ullnecessary. Summary Du Hot uispose of itellls Lhat will destroy the natural uigestion processes in your ISDS, contaminate lhe ground water, or overload the system with excess water. Have the tank regularly inspected and pumped. Jryou follow these few simple rules, your lSDS wil! prove to be a safe and ecollomical ollsite me'thod of \vastewaler treatment for lllallY years. Despite the best of care, SOIlle systems do malfunction, either backing up illto the dwellillg or lcaking [rom the absorption bed (as shown on the frollt cover of this brochure). Should this happen, COil tact the Health Department at once. They can advise you all proceuures lo'repair the systelll. I'r-iu(etl 011 Rct.'ycled raper ~ ~., JEFFERSON COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT E .. Septic System Maintenance lCuvir-onmcntal Hcalth Services 1801 19'10 Street Golden, Colorado 80401 303-271-5755 11ltp :/fhea 11Il./ efrco. us M X ~ """' eo """' i--3 eo Big R Commercial Park Subdivision Declaration of Covenants, Conditions and Restrictions Page 19 ARTICLE XVII ENFORCEMENT 17.0 I Enforcement Powers and Procedures. These conditions, covenants, restrictions, and reservations may be enforced, as provided hereinafter, by each Owner, as well as by the Association acting for itself or on behalf of all Owners, and, as provided herein and otherwise in the Association Documents. Each Owner, by acquiring an interest in a Lot, shaIl be conclusively deemed to appoint irrevocably the Association as his or its attorney-in-fact for such purposes. Violation of any condition, covenant, restriction, or reservation herein contained shall give to the Association, and to the Owners, or any of them, the right to bring proceedings at law or in equity against the party or parties violating or intending to violate any of the said covenants, conditions, restrictions, and reservations, to enjoin them from so doing, to cause any such violation to be remedied, or to recover damages resulting from such violation. In addition, violation of any such covenants, conditions, restrictions, and reservations shall give to the Association acting as attorney-in-fact for all Lot Owners the right to enter upon the premises on which the violation is occurring or has occurred and abate, remove, modify, or replace at the expense of the Owner thereof any structure, thing, or condition that may exist thereon contrary to the intent and meaning of the provisions hereof. Every act, omission to act, or condition that violates the covenants, conditions, restrictions, and reservations herein contained shall constitute a nuisance and every remedy available at law or in equity for the abatement of public or private nuisances shall be available to the Owners and the Association. In any such action to enforce those covenants, the prevailing party shall be entitled to an award of reasonable attorneys' fees and costs. Such remedies shall be cumulative and not exclusive. The failure of the Owners, or the Association to enforce any of the conditions, covenants, restrictions, or reservations herein contained shall in no event be deemed a waiver of the right to do so for subsequent violations or of the right to enforce any other conditions, covenants, restrictions, or reservations, and the Owners or the Association shall not be liable therefor. ARTICLE XVIII MISCELLANEOUS PROVISIONS 18.01 Severability; Construction. Invalidation of any of these covenants or any provision hereof by a court of competent jurisdiction shall not affect any of the other provisions hereof which shaIl remain in full force and effect. 18.02 Government Regulations. If an applicable county, municipal, or other governmental regulation, rule, code, ordinance, or law is more restrictive in any respect than these covenants, it shall supersede these covenants and govern at all times. 18.03 Notice. Any notice required or permitted herein shall be in writing and mailed, postage prepaid by registered or certified mail, return receipt requested, or hand delivered, and shall be directed as follows: If intended for a Lot Owner or their designated representative, then to the mailing address furnished by the Lot Owner to the Association or the County Assessor or to the Lot. "' " I·'" " >'" ~ " z .\ 15' [MD Good Cono ,5376 r 5C LtiU't'l and !)rolnoge :::oseMent rn' .5377.7.0 ________ , / Du-r 53767C' / ~ -. ..... . :' . :.~-=+--;~,-::::--~-~~:'--~ --:'-~-7--;~-::~-:,,:':-:':':::::~':7~ ~<~~---~~-c,:,i:::---~---~-.:~-:.-:----~:::~ .. ~, ____ .:. ______________ :.. _______________________ :::.~:.::.·-r . -_===_~·~=.:.~~J~:.f~::=J.-~· -GooCl lGf'o ----.-/ I /r"I 5377:SC I /' ~~::i-'~:"'ff.~:: :::: '0 '" ~ 'MO >00'", " . Ou t 5377.10 -: 1· q.§. ..1 ~I,II LOT 8 .2.87 Acres S376 D ,.E , ",-'" , \J '" .. ___________________ = __ IE __ ~~~"_~· __ o..'2.~_£:9.~.9_g_:.'_~~:.~~:~!_:___________ t-II ~J3 ¢= -... , ,''' 0} lnl I ... I \.. • 5( r,~~ U'tlhy I , , , , _______________ ~_+--L , , , 6?' EnE'Y"gency EoJ E'~E'n-t 11 ~C5eMen-c CD EXCAVATE THE TRENCH, I '" III : . 5373 ,_ , I ~-t. : Silt fence l' inside property : ""~! ---Edge of Roud CD PLACE A~D ST.-.KE EROSION B<\iS, / SlAKE (2' X 2' NO .. NAl) BACK FILL w.TERIAL (COt.lPACT SOIL TO P'EIoENT ~PlNG) \_, A . _WEOGE LOOSE SlRAW 8ETWill1 SALES ""~ .. ~ / ~/1J "" _, .. -11 ,~III IIIIIII' ~-illlll~ III I' "I m lll lllll l ~U-' 1-111-11 1-" ITT' ' TTI--' , ' lWIN£/o<IRE f3\ Rt,1E$ MUST BE TIGHTLY \;:V ABUTnNG WITH NO GAPS SILT FENCE FABRIC ..vICHDRED IN TRENCH .'.NO ATTACHED AR ~lY TO POST SlAKE ¢ RUNOFf STAKED ..vID ENTRENCHED EROSK)N BALE FIIJ[Rm RUNOF) 12· 111ft ... ~ IIIIN. E ROSION BALE TREN CHING AND STAKING (TYP) POSl (2' X 2' NOOINAl) ___ TRENCH 6· x 6· ~o~ .2' .~. \ SILT FENCE END BALES TO BE KEYED INTO FIL L SLOPE EROS ION BALES \ I~ --('"'-, FILTERED : ~ RUNOFF ] 0 RUNOFF) ~~ ) CULVERT WOOD STAKES (2" X 2" MINIMUM) EROSION BALES ARE TO BE ENTRENCHED 4 INCHES INTO THE SOIL, TIGHTLY ABUTIING WITH NO GAPS . STAKED AND BACK FILLED AROUND THE ENTIRE OUTSID E PERIMETER . SILT FENCE FABRIC ANCHORED IN TRENCH AND ARMlY AnICHED TO POST SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION PlAN VIEW CULVERT EROSION BALE J SHAPED INLET PROTECTION ;:,;-.... 1). ,536D \ \ j boundary. Fence to run along LOT 7 ~ c .'t : fill areas of ponds. See Details. 2.03 Acres o . a I -~~ , rn I _' g a.. ~ -rc"'U -t d,t y ond Drcrnoge ~a se Men c: ' .-.~ Ii = · --------=----------------------------------e c ",---.... 1 ..e:-";> ........ , -."ts , . ~ ,~ 1 \ >.. c , __ ISf," \ . , LOT 6 2,01 Acres , ". , '" , , \ IP)~ , \ , \ , \ ~I "'-UJI I -,.......... 12' Utility and Drll~nage Eos:?~e-'l t ~------------------------~-----------------------------__ AI1n - ", LOT 5 2 .00 Acres \ \ \ j2' lItilli'l anD" Dra.lnIJG? EJ.s er.ent "-, \ j LOT 4 \ I 2.0 0 Acres \ ...... , ~ , " , I ~\6~ 5.?~2 - 01 ~tj I H , ' , '" \1 I 12' Utility ond DrainagE [<Jse""l erit ';IZO I r------.:--------------------------------------------------------~ 11=1111 I Silt fence liTisiae property . " boundary. Fence to run a long , , 5366 fill areas of ponds. See Details . Three J shaped straw bales surrounding outlet pipe. See Details. Bales not 10 Scale LOT 3 2.0 0 Acres ~ 5s:'Z2 l_____ Po I~ .;:: , 1 12' Utli-:'v ond' Drolr"loo e E'Js2Me('l t l' ,...-----------~--------~------.---------~-----------------~_I JII --' , I , v r-4500' LOT 2 oA~~»- Silt jenre l' inside prop~nty 3 .91 Acres Edge o f Ex . Roo. boundary. Fence to run along fi ll areas of ponds. See Details. Three J shaped straw bales surrounding outlet pipe. See Details . Bales Not To Scale. _ r."'~;J 12' Utilj'tv ond V"--oino.oe LrJ.SE'r;errt r =----------------------------------------------- l--25.00" Straw bale in drainage ditch/or ! .')r?:nOg~O~oI . temporary sediment controL : .Jtd,ty E5~ ~ See Detsils. ! : ~ 15 Uti:ity , , , I 15' Ut"'~Y [,se~e('~ ___________________________ _ i?r"er'lt I ~ " ~ ': , w, E , IL ' Vl ' 0 ' w: I ~ IL l ~' II .~ LOT 9 ~ 2.45 Acre s ." c o 01)1) >. :':=: I II ._1 .IJ +' '. :0 , , tJ 1 -' -I : , , !~ I! , , I I I I , I , I I , I t GRAPHIC SCALE ( IN FEET ) Contour Inte r val: 1. 0 ft . vertical 12' Dra.ina.ge o.nd U t illty Ea.seMent 1 ' : I' Two straw bales in drainage \ 0 ii_ditch/or temporary sediment ~ /. t I' c/: control. See Detsils. .I.... U I I-:y o.n 1 t L Dr--o;()ooe-EsA"!. t _____________ .J "',\ \,. ;- Vd60 , : , : : 1111 , , , , " : " , , , 'k :~H ~ :1, ' c ' ' -I ' (lJ I " .. E , ~ I 8 ! I ~ I ~ , Ol : n a I " ~ , C I I L ,i 0 ' .,,: c ' a '" ,.. +-. :0 : l , . OJ 'LOT 10 !~ , i.STO ~ ~\~f!/ ~0~ 2.33 A_~res ,,: 4 ]:) I.Jtdl ~ y £0 S'"-""'At ~3~( --------------------------------" " \ ~,. ~ ,/I ___________ ..;. ___________ """\ '-, _____________ ; ~ -. --s=;:f-.~-1------------,------------------------'" \ -• .J \ r --t --" ____ _ /I ,~1\hr-:J-"-o-o _____________ _..." ',,< _~ _____ ~~-I / ____ J,.L':_~~LLJ , .y"""'-'-....... \ \..----I 91. ~""'_'-----" ........-\'\ ______ --I I f ~ \'-__ _ 1" I : I I 10 U"'j(j1:y Old E!,st. \ ~EX'~1: [ -_. dO. BI~ 1 Dr'O'Inoge Eo, E"Me,..-,t F.'F ~363,8 F/F '536~_'2 , I , I , ,. I .,---- ! ( r'--------, '::)(i5 t Bldg F r 5)609 ~~====~'-=~-. -_./", , , , , LOT 1 8,91 Acres -5353 ............. -' -' ........... [xi S\: ;. ,. I I -, y...,. . ,. ,'" I ~I :<.-' ./ "",,.... I I ~- '" I 1 . - ,,' I I ~ ... ~"t~ Irlet : I 10' Utility 12\Stee P(:';e I I . 536]63 I I 5363.28 I : I ,/.' L~;3 -0 _\-__ 1-;1' Two straw bales m drainage _'-_:::::: , +_ dite;rfor temporary sediment .:;P conlrol. See Detsils. . .,~. P 1,//F[S -.:c.-.be -. :: Oflcl t, Fr 11, ~~~ eo .' / Two straw bales m dramage / ditch/or tempo rary sedIment control. See Detsils. \ \ Blot; FIF 5361 2 r ""Y S;tt.o~· ,-L Ou t 5358 30-' ~~';i"'<--' eMPC'?) -'---F2 4 · cr-1p~;) " .r.,9' ~_,./ ,J2 S,liE'd ~,:;::.v . . L 10 ~ 30- 24" CMP / Gocc> Condition r L Ol,.;t· 536 1.70 Two straw bales in drainage ditch for temporary sediment control. See Detsils. \~ " /_ .' . -.,...--5366 r · ~ >'" "' "t.. L ______ ./-""~." r .4-"'" . , ~~ "" , , , , , I " I . II! .'1 , [xiS'!. E!dQ F IF 5.,566 -.....'-~-5-J6&.... ____ " ~/ ~/-<.> 6 ~- .. j/' -{ ~O ' _ .' .. ' >r::-..1\(, y,-.:-l t>- ..j// "\~ " ., .,.-c'/ /"' 0 S"\ t>-~d CMP ,}IF'S . ~ . c/ .. ~ O"~ . ,'nN C ' ,.,~ ",./ "r ,'!I' 'C Us,n";'t""-' ;-:::,;::;r ."," rO\"O .,' -»~ "~/~~< " , ./ ./ ___ C"" -- Notes: I ~ ___ / ./---u~"o --• ./ 1 ..• ...):'':1 Z.· .... Y' ./ F e 1,~'tJO i . ",>, ,~ ~"". , ""~' ~~ ~ ... ,"' I • '" I, " I LO~O'-'O ' ./' 00 CO~ .- " I, m"o-~i . // ~~ -,,,0' .' d,I' :;:-~~ //\ 2" ceo iEO? c~~-.o;-+' p// I/V/ OSi!tE'd 1) All temporary cut and fill areas to have loose soil compacted by wheel or track r o/ling. 2) IJ filI I cutl disturbed areas are not protected by measures show n on plan then additional measures will need to be erected, straw bales in trenches and silt fences NO. I 18' [\tP lI2 s"t ... ~_, FL 01.0": 5351.? Ifl-..".;c'.O d' 53 52.9 Tw n -"y'Straw bal . .../ dItch for Ie es m drainage _ ./ mporary d' ;/' control S se Iment . ee Detsils T HIS DRAWING NOT VALID UN LESS LATEST REVISION INI TI ALS ARE HAN DWRITTEN DESCR IPT ION APPROVED DATE F ILE LD\600\Reaulski \dwo \RetnPond.dw OriQinal Orawin DRAWN I BB CHECKED APPROVED CLIENT APPD Rif le , CO 81650 RIVER spanning open areas. 3) As deposited, sediment to be removed from upstream Jace oJ straw bales and silt Jences. 4) Owner responsible Jar NPDES pennit prior to construction. 5) Disturbed construction areas and pond banks need to be revegelated based on NCRS recommendations. CLlEf'.T These drowings have been prepared for the client identified an the design sheet titleblack. Unless thes e drawing s bear a signed eng ineers sea l, they may be used only at owners sole risk. SHEETTnLE SHEET (\'0 . OF 1 PO Box 1301 ~~OLORADO T el 970-625-4933 "---~. Fax 970·625-4564 ~ ENGINEER ING Big R Commercial Park Sediment and Erosion Drainage Plan 1 PRO JECT Civil Engineering R..:vbioo ill " , , "J-. , I " • J,'J "'i', ')..., 'l <" ,. 2 .. 7 , ' J 1 " \ " -'.~ ,1-("' ,. I , ,- (' ,- I, " ~ C!R,,22'1 " , , VICINITY MAP noi: to sco lp '-' (\:~V,]:l.A n~~ , >---~-- , . 2177 -l11 00-357 SCO l;1. ond Lindo BrYr'loli,dso(l 18?: , ..... ::.,Irooo Ave. Rif!e, ~D 81650 GRAPHIC SCALE 1OO~r...~-_~~_i ___ i~~~i (INFDT) I lDell -100 ft. Contour Interval! 1.0 ft , vertical \ , 53 \ \' Native Springs Subdiv sio('l Pou( E. LlJginbuh( .JiM I Luginbuhl P.C). Box 950 H05O,i"t", CO 81G2~ g 30' Road Right of \,lay Ea s eM e n t (Presript/ve) ~ Per Green Subdivision ExeMption Plat. I I I ----L I I ~" I '--------___ _ I \ , OT ~ Acres \ \ , 50' Utility and Drainage Easemen t ( ~ , , C8 , '-'"3:J72 -----'---L _______ 12' U'tlllt LQ nd _~.;::'.~",,,-Ea"I?M.'nt I "~ .. I ' I L, I .. I f-- \ '\.. \ S \I-OT 4 ~o Acres \. .\ 12' Utility Gnd ----.----- , \ \LOT ~ ~.OO Acres "'", , "-, , \ " \.., , , , \ \ \ Utftft~ £aseMent , , , , , ~ao , , , i v /' / • r---....... , / ... .--.-- '-~- '\... .. ... --- ... I , ::r: (!) -a::: 8 8·S8'05' E ~--~----~~~--~~~~~~=t~t==~~,~~~~R[;---- Ce>nte>r 1/4 Corner 420,78 ' ...... " SectIon 11. Found \ Standard MonuM~nt \J/Bross Cap, PLS 9009 \ Legend of SYMbols -,,-Tro.f'f'lc Control Sign ~ Exist, Fire Hydrant WI l><l Exist. \J o.ter Valve 4Cf Exi st, 'wiater Shut-off Vo.l\le co.., Exist. Utility Pole -0-Finish Floor Spot E\evo.tlan ® Exist, \Jell @ Property Pins Founol or Se t __ ~ __ Overheaol Utility lIne(s} Sons Test Hole Drainage Direction SeptiC T o.nk Li d 10,00' --lI ll -r- 10' Non-e-I{dus/ve-Public Se-r",'ce eo.,"~"'.rlt . Book 9043, Po.~ 189 2177-111-00-3:3 7 $cnl;"t; and Lindo Br ·yndi; dso(") 183! ~:.'jrcoci Ave Ririe, CD 81650 7 Exist. "do . FIF S~3.a LOT a ,9~....Acres / / / E)(/5-";. Bldg. F I F 5361.2 4 : Jl.c~~\V.ee:;\"t LINE ~3~~P CURVE RADIUS CI 256,98' C2 316.98' C3 681.72' C4 741.72' C5 741.72' CS 75,00' C6 75,00' C7 75.00' C8 75.00' C9 25,00' w 2177-111-00-343 Ardis A. G..-E'E'''l &03 County Rooel No, 221 RiriE', CO 816S0 ---~ ~£x;st, Ovhd: 5390 Utility Une>(s) \ NO" 221 Northeast 1/16 Corne>r \ '--Section 11. Found V',Il"Y I Sto.ndard Iofomment EGS,OM,m't: \ V/Brass CQP~ PlS 9009 "-, , \. , , 30' Witness Corner PRELIMINARY SUBDIVISION PLAT Big R Commercial Park Subdivision A Tract Land Situated 'Ln Township 6 South, Range County of Garfield, of BY THESE PRESENTS OF ALL THAT PROPERTY SITUATED IN 11, R~~~~:~ BEING SOLE OIINER IN FEE SIMPLE " 6 SOUTH, RANGE 93 IoIEST OF TH£ 6TH P.M., COUNTY OF GARfIELD, STAT£" OF' CDLORADO, SAID PARTlCULARL Y DESCRIBED AS [OL LD 'WS, pROPERTY DESCRIPTION TRACT OF LAND BEING MORE A TRACT Of LAND SITUATED IN SECTION 11, TOloiNSHIP 6 SOUTH, RANGE 93 IoIEST OF THE 6TH P,M., COUNTY OF GARFIELD, STATE OF COLORADO , SAID TRACT OF LAND B£lNG DESCRIBED BY METES AND BOUNDS the East 93 West State of 1/2 of Section P,M, of the 6th Colorado CpUNTY COMM I SSIONERS CERTIFICATe 11 THIS PLAT, APPROVED BY THE BOAR D or COUNTY COMMISSIONERS , GARflElD COUNTY, COLORADO THIS __________ DAy OF _________________ • A.D , 2o _____ , rOR FIUNG VITH '", BEGINNING AT TME SOUTHloiEST CORNER OF THE SElI4NElI4 OF SAID SECTION 11, SAID SOUTHloiEST CORNER BEING A STANDARD MONUMENT AND BRASS CAP, PLS NO. 9009 mUND IN PLACE; THENCE S.8S·58'054E. 302,16 rEET ALONG T/£ SOUTH LINE Dr SAID SEl/4NEJ/4 TO A POJNT ON THE NORTHERL Y RIGHT OF "WAY LINE OF COlORADO STAT[ HIGH'.IAY NO. 6; THENCE S,64·27'004\J, THE CLERK AND RECORDER or GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF GARFIELD PUBLIC DEDlCATIONS SHOIJN HEREONJ SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO \lAY DBLIGATES THE CDUNTY OF GARFIELD FOR THE FINANCING OR CONSTRUCTING or IMPROVEMENTS ON LANDS, PUBLIC HICiHVAYS DR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIfI CALLY AGREED TD By THE CDUNTY Of GARfIELD AND fURTHER THAT SAID APPROVAL SHALL IN NO '.lAY OBLlGATE THE COUNTY OF" GARFIELD F"OR MAINTENANCE OF STRE'ETS AND UTILITIES DEDICATED TO THE PUBLIC UNTIL CONSTRUCTION or IMPROVEMENTS THEREON SHALL HAVE BEEN COMPLETE:D TO THE SATISF"ACTlDN or THE BOARD or COUNTY COMMISSIONERS or GARFIELD COUNTY , COLORADO. z . , ) L, , I LO/T 9 2(45 Acres , • P ~~.96 N , , \ , \ 2 J 77 113-J(h::l)8 Ri,/-:ard N, Casey P o. Box IBIS P 'f'!e, CD B1650 2177-11: -00-.:174- 1340,79 fEET ALONG SAID RIGHT Of "WAY ! THENCE DEPARTING SAID NORTHERLY RfGHT OF IJAY LINE N.ot·03'22'[, 599,98 FEET HJ A POINT CJN THE SOUTH LINE OF THE S'w'114N£'1/4 Dr SAID SECTlON 11; THENCE S.88'58'05'E. 103.04 FEET ALONG THE SOUTH LINE OF SAID SIoIlI4NElI4 l TMENCE DEPARTING SAID SOUTH LINE N.01·09'I7'E. 1318,31 FEET TO A POINT ON THE NORTH LINE OF SAID S'w'114NE1/4; THENCE ALONG SAID NORTH UNE S.89°0]'49'E, 792,09 FEET TO THE NORTHEAST CORNER OF SAID SW'1/4NEl/4J THENCE S.01"05 '19 ''w'. 1319.17 FEET ALONG THE EAST UEN Of SAID S\oIJ/4N£1/4 TO THE POINT OF BEGINNING SAID TRACT OF LAND CONTA1N 32.26 ACRES AS DESCRIBED. HAVE BY THESE PRESENTS LAID OUT , PLATTED AND SUBDIVIDED THE SAME INTO LOTS AND BLOCKS AS SHOloiN HEREON AND DESIGNATE TME SAME AS THE 'BIG R COMMERCIAL PARK SUBDIVISlON" A SUBDlVISlON IN THE COUNTY OF GARFIELD, STATE OF COL ORADOl AND 00 HEREBY GRANT TO SAID COUNTY OF GARF'lELD FOR PUBLIC USE THE STREETS SHO'w'N HEREON INCLUDING AVENUES, DRIVES, COURTS, PLACES AND ALLEYS, THE PUBLlC (,.ANDS SHOIJN HEREON FOR THEIR INDICATED PUBLIC USE AND THE UTILITY AND DRA1NAGE EASEMENTS SHOloiN HEREON FOR UTILITY AND DRAINAGE PURPOSES ONLY , PROVIDED HOloiEVER THAT SUCH APPROVAL IN NO IoIAY OBLIGATES THE COUNTY OF GARFIELD FOR FINANCING OR CONSTRUCTING IMPROVEMENTS ON LANDS, PUBLIC HIGHloiAYS OR EASEMENTS DEDrCATED TO THE PUBLIC ExcePT AS SPECIFICALLY AGREED TO BY THE COUNTY OF GARFIELD. EXECUTED THIS _________ DAY OF _____________________ ,A.D, 2o ___ _ OW'NER, RIFLE SKI CORP. BY' ____________________________________ _ CHAIRMAN, BOARD OF COONTY COM~ISSIONERS GARFIELD COUNTY, COLORADO. IoIITNESS MY HAND AND SEAL OF THE COUNTY [F GARFIELD, COLORADO. A T TEST' __________________________________ _ COUNTY CLERK ATTQRNEY'S CERTlFICATE I, _______________________________ AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE Dr COLORADO, DO HEREBY CERTCFY THAT ALL DEDICATIONS TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY UENS, CLAIMS AND ENCUMBRANCES OF RECORD EXCEPT AS FOLLOVS , -------------------------------------------------------------------------------------------------------------------------------------------------------- Peth Ho!jinQs L,l"1i "t ed Par' tne .... sh,:~ hO(~ l 15t,4 StrE'E't BY, _____________________________ _ DA TE' _____________________________ _ CneY?rlrleo, 'vIY 82001 P o int g f Be ginning £ast-Center 1/16 Corner Section 11. Found Standard MonuMe>nt 'W/Brass Cap, PLS 9009 round Rebar ROBERT REGULSKI -PRESIDENT STATE OF COLORADO COUNTY OF GARFIELD S.S. THE FOREGOING DEDICATlON IJAS ACKNOW'LEDGED BEFORE /olE THIS ________ DAY Of ___________________ ,A.D, 20 ____ , BY ROB£RT REGULSKf, PRESIDENT, RIFLE SKI CORP. MY COMMISSION EXPIRES _________________________________________ . 2177-Jll-OO -390 Renard N, Casey PC, Box 18J5 r:..~:qE'. u/. 816S0 IJITNESS MY HAND AND SEAL AlUM. ,Cap, rL'-, ",9009 , 2177 1I4~JO-jOj rUrrt L Chor-bE?rs p~ B:J)( 109? R,F'E?, C,1. 81650 BIG R WHMfRCIAJ PARK SI/BDIYISION ! AND USE SI.81MARy w,:Xl,m"G AND PROPOSED ZONING, CoHHERCJALlGENERAL (C/G> 2> AREA, 32.35 ACRES Ea.st 1/4 Corner Se>ct/on 11. Found Standard MonUMent I,r'/AluM, Cap, PLS 9 009 3> NUMBER Of" PROPOSED COMMERCIAL LOTS ! 10 <f) THE GROSS FLOOR AREA OF EACH PRIMARY UNIT 'JILL BE GQVERNED BY THE LOT COVERAGE R£QUIREMENTS Dr THE GARrJElD COUNTY ZONE DISTRICT REGULATIONS IN EFFECT AT THE TIME OF BUI LDING PERMIT APPUCAT[QN, 5> EACH PRIMARY UNIT SHALL PROVIDE THE MINIHUM (T OfT -STR[(T PARKING SPACES PER COUNTY ZONING REGULATION AT THE TIME lJF BUILDING PERMlT APPlICATlON. 6) TOTAL PROPOSED DENSJTY, ONE PRIMARY UNJT PER 3.236 ACRES, 7) PROPOSED LAND USE' TEN (10) COMMERCIAl LOTS. SIT'; DATA PR£JPoSED ""ATER SUPPLY' CENTRAL \oIAT£R (SOURCE IS FROJot EXISTING \JElU PROPOSED S£I.tAGE DIS"POS.oliL' INDIVIDUAL SEW'AG( DISPOSAL SYSTEM ClSDS) PROPOSED ELECTRIC SERVICE, XC£l ENERGY (ON SIT£) PR£JPDS£D NA TURAL GAS' XCEL ENERGY <ON SITE) PROPOSED TELEPHONE, aVEST (DN SIT£> EXISTING sur [AsrHfNTS, J) NON-EXCLUSIVE EASEMENT GRANTED TO PUBUC SERVlCE cn OF COLORADO BDOI( 943 PAGE 189 GAR[lEI D cmlNTY CI ERK AND RECORDER 'S CERTIfICATE THIS PLAT VAS FeLED rOR RECORD IN THE OFFICE Of THE CLERK AND RECORDER OF GARFlELD COUNTY AT __________ O'CLOCK ___ M" ON THE , _________ DAY Of _____________________ , A.D, 20 ____ • AND IS DULY RECORDED IN BOOK _____ , PAGE ______ , RECEPTION NO. ______________ , BY. --D£PUTy-------------------------------- COUNTY SURVEYOR'S CERUErcAT[ APPROVED FOR CONTENT AND FORM ON LY AND NOT THE ACCURACY Of SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO CR.S., 38-5J-IOI FT. SEC. BY' ____________________________________ _ GARFIELD COUNTY SURVEYOR DATE' ______________________________ _ SURVEYOR'S CER TlEfCATE L SAMUEL D, PHELPS, DO HEREBY CERTIfY THAT I A~ A REGISTERED LAND SU~VEYOR LICENSED UNDER THE LA'w'S OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE 'BIG R COMMERCIAL PARK SUBDIVISION', COUNTY OF GARFIELD, STATE Of COLORADO, AS LAID OUr, PLATTED, DEDICATeD AND SHO\olN HEREON, THAT SUCH PLAT W'AS MADE fROM AN ACCURATE SURVEY Of SAID PROPERTY BY ME AND UNDER MY SUPERVISCDN ANI) CORRECTLY SHOVS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF" SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE 'w'ITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION DE LAND. IN W'lTNESS 'w'HEREOr I HAVE SET MY HAND AND SEAL TI-IIS _______ DAY OF ... _____ , A.D. 20 ____ , SA~UEL D. PHELPS COLORADD REGISTERED PRDF"ESSIDNAL LAND SURVEYOR # 276J3 FOR AND ON BEHALF Of SURVCO, INC, SURVEYORS' NOTES D BEARINGS AS SHQVN HEREON ARE BASED UPON THE SOUTH UNE OF THE NORTHEAST 1/4 DF SECTION 11 AS BEARING S.88°58'05'[, BY MEANS []f RTK GPS OBSERVATCON. MONUMENTATION BEING FOUND IN THE FIELD AS INDICATED HEREON, 2) THIS S!.J<VEY DOES NOT REPRESENT A TITLE SEARCH BY THIS LAND SURVEYOR TO DlSC[JV[R EASEMENTS OR OTHER ENCUMBRANCES OF RECORD. ALL 1NFORMATlON PERTAlNlNG TO OloiNERSHIP, EASEMENT AND OTHER ENCUMBRANCES OF RECORO HAS BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT ISSUED BY COMMONloiEAL TH TlTLE COMPANY OF GARFIELD COUNTY , INC., TlTLE INSURANCE COMMITMENT ORDER NO. 03U047, EFFECTIVE DATE NOVEMBER 20 , 2003 . 3) ELEVATIONS AS SHO~N HEREON ARE BASED UPON RTK GPS METHODS AND ARE RELATIVE TO GEDlD03(CONUS) AS PUBUSHED BY THE NGS AND ARE TIED TO NGS CONTROL POINT 'TAMBURELLO' AS BEING ELEVATION 5452'.75 (NAVD 88). NOUCE! ACCORDING TO COLORADO LAloi YOU ~ COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS S!.J<V[Y ~AP W'ITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEfECT. IN NO EVENT, ~AY ANY ACTION BASED UPON ANY DEFECT 1N THIS SURV EY MAP BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF C[RIlflCATlQN SHO'w'N HEREON, DIRECTION DISTANCE [J\lN(R, XCEL ENERGY 800 NIColETT HALL SUJTE 3000 HlN(APDLIS, HN. SURVCO, INC. 1I S 2S·34'35' E 106.19' L2 S 25'34'35' E 106.16' L3 N UOHY52' 1,/ 34.72' L .. N lJ"1O'52' V 34.72' LS S 77"12'31 ' E 68.42' LENG T H CHORD B£ARING DELTA 64.56' 64,39' N J B°2'2'43~ 101 14°23'42 ~ 79,64' 79.43' N I SOC?2' 43~ "W 14'23'~2 " 138,62' 138.39' S OS'21'21" E 11·39'03' 118.93 ' 118.81' S 06"35'15' E 09'11'15' 31.89' 31.89' S 00·45'44' E 02°27'481 102.72' 94.88' S 38°50'09' E 78°28'22' 56.43' 55 .U' S 80·22'25~ !.J 43·06'30' 60.2S' S8.64' S 35°48'20' 'w' 46-0J'4J ' 126.S3' 112,05' S 3S'32'22' E 96'39'4J" 36.77' 33.54' S 41'44'23' E 84'15'39" 55-407 LEGAL' VEST TEN FEET or A TRACT OF LAND DESCRIBED AS FOlLOW'S, BEG I NNI/Ilj AT A POINT ON THE NORTH RIGHT CF \lAY OF HIGH 'JAY 6 AND 2-4 , \tHENCE THE EAST J/4 CORNER OF SECTION 11 BEARS S,S9"-48 'o45'[. 1OJ6.86 FEET I TI-{[NCE N.89·4S'45'''''. 1203.11 FEET; THENCE S.O "12·OO"C. 597.08 FEU] TH(NCE N.6Yo43'OO'E. 1339.50 FEET TO THE POINT OF" BEGINNING. 2> AN EASEM£NT APPURTENANT TO THE SlI2NEI/4 SEC, 11 (ALL USES NOT SPEClrICALl Y DErINED) BOOK 995 PAGE 419 C1\IN["R , RJFLE SKI CORP. p.a BOX 9 RIF LL CO. 81650 LEGAl' 2S fEET IN W'CDTH LYING \lEST[RlY OF' THE FOL.-O\lING DESCRIBeD LINE! BEGINNl/IIG AT A POINT ON THE NQRTHE"RLY RIGIl OF \oIAY LINE OF HIGH\o!AY 6 AND 2-'1 FROM \oIH[NCE THe EAST l/ .. CORNER Of" SECTION 11 SEARS S.76"56'02'[. 1980,40) THENCE N,JS'06'30-"", 141.051 TH(NCE N,JO·OO'OI"W'. 192.-4::ITETJ THENCE N.Os023'40 '1J, 131.60 FEET TO THE NORTH LINE JF TH£ NIJI/-4SEII4-S[CTWN II. OWNER/APPLICANT RIfLE SKI CORPDRATlON ROBERT REGULSKI Pn. BOX 9 RIFLE, CD . 81650 970-625-2410 DATE OF SURVEY, FEBRUARY, 2004 SHEET I OF I Client: Bob Regukski Drawn By. S. Phelps Pro f essio n al Land Su r veying S e rvi c e s 6560 County Rood No. 335, Unit No. 6 P_O. Box 826 N ew Castle, CO, 8 1647-0826 Phon e : (970) 984-9119 Fax: (970) 984-3993 Email: survcoCeorthllnk.net Date: 28/Feb./2004 .dwg Fil e: 95.02o.PR2 Ja b No.: 95.020.013 • LOT 8 2.8 7 Ac r e s LOT 7 2 .0 3 Ac r es LOT 6 .?Dl A C r fl>5 L OT 9 (?,4S Ac rt!"i LOT LOT 2 3 .9 1 Ac r e s LO T 10 e.33 Ac res LOT I 9 1 Ac r(!'5 R • • re Imlnary CR D 22 1 i', r'\ ,,;" .".'. ~\ ..... ~ .' .i:-'·'V \ 16 ',. \ .. ~i ' i>;, , ,- t- HI)) I' " \ .;~ "'~. ,1t.I \. I, •• . - .. -, "/ .,~ . / .:)5 ' • .~ . "'.! / r '" an "" ''jJ'e,1 . .' i'~";W' ' '.f i , .. , v ER I • • --,n~lneerln~ ," t - , , • , . , . , ,> .. .~.-<: " ." I I ' , I ' I I' I ~)" J, , . , t o .. ,~. '. HIGf;fWAY 6 '124 "I ;, '" . ',.~ , , \ ," ,-, . 1.1 I , . :' ....... -, 1-:"" '/". \. ----------- C , , ocuments OWNER! DEVELOPER: Rifle Ski Corp , c/o Bob Regulski PO Box 9 SURVEYOR: ENGINEER: Rifle, CO, 81650 970-625-2410 Survco, Inc Samuel D . Phelps PLS 27613 6560 CRD 335 , Unit 6 New Castle, CO , 81647 970-984-9119 '-.. COLORADO ~RIV ER ~ENGINEER IN G P,O. BOX 1301 RIFLE, COLORADO 81650 PHONE : 970-625-4933 FAX: 970-625-4564 PROJECT ENGINEER: • ",1. , -', .... :' . " f;E~,STATE I 1.."'01 • -------CHRISTOPHER MANERA , P,E . #30579 VICINITY MAP SHEET INDEX LOT LAYO UT IL LPI600IGenLocM. ,dw TH IS DRAWING NOT VAUD UNLESS LATEST REVISIONNI TIAL S ARE HANDVllRI TTEN SHT# 1 2 3 4 5 6 I-N,O_, _______ ---=Dc=ES=cC:,:.R"'p-'T.:,:O:;cN'--____ +B:.:.y-+D:.:.A:.:,T.::cE-+.c..Ac...PP'---R.:.:O,-V-=-ED:...-+D:.:.A.:.:T-=-E _I-_'---O~n~·g~ina~I~D~r.WI~'~P.;:.re'lC,'----JP0 Box 1301 fhe se dr awings have been prepared l or the cl ient ~~t i ~d oo the d.~ ~e~ ti~~oc k U nle~ ~~----------------+-~-~--~-~--~~DR~A~~~-~~CM~~M~a~~~M ~~,C0816~ th ese drowing s bear a signed enginee rs seol, CHECKED eM 4126104 Tel 970~25.4933 th ey are cons idered pr elimina r y and ma y be us ed APPROVED -If VI Fax 970 -625-4564 TITLE COVER SHEET ROAD DESIGN UTILITY PLAN UTI LlTY DET AI LS ORAl NAGE PLAN DRAINAGE DETAILS '-.. COLORADO ~R IV ER ~ENGIN EE RING C I .l I ':N TlO\V N Er ~ Rifle Ski Corp c/o Bob Regulski PO Box 9 Rifle , CO , 81650 P ~()J H 'T 970~2 5 -2 41 0 only at own ers sol e ri sk, CLIENT AP PD Civil Engineering Big R Commercial Park S Il EElI n 1.1 ', Preliminary Not for Construction NII I·:ETN{) (11 ,'(, Preliminary Plan Cover Sheet 1 l ~c v i ~l ll n & ---------- ~~ -u c . 18 0' . , Lone and Shoulder 3% Slope ~ 18.0 -, - lone and Shoulder 3% Slope - -=111-'''1 111 4' Closs 6 Agg . Grade road access to incorporate existing access. Cross section grading tranBitions to meet edge of existing pave ment. Finished crown grade at intersection approx. ±5379.5'. Base Course . 8' Class 3 Agg . Undisturbed so/l tree trOM organics, or cOMpacted till to 95% Standard Proctor with Moi sture ±2% OMC. Base Course. Rooel Cross S ectio n Emerg ency Acces s Only gate. Gate to be split at the road crown and hinged on steel posts. Maintain intersecting road height for crown 13'/ from road to this point. 'z I ... I I' J Swo.le depth Depths sho wn on Drainage Shee t _._" ,___ 1 ,~) , Co v n-t y Ro od N o "'-~=~ .. :~ ~~ ... --:_ ~:.~;. ;;:..-~~~,~~~.~ ~ =~-~ :~_-~--;=~=:::~-~~~~~'=';-"'-'r'-I ' ~{.: . ~'I ~~,,=,~=c.~~~ -'" -<" 221 -P ov ed S u rFace ------.. --'. I .. II 538 0 ". '- ~ '-'. , , , " '- " LOT '6 LOT 8 .2.87 Acres '- " ". '- LOT 7 2.03 Ac r es .. ". " 2.01 Acres " ..... -'-'. , , '"" LOT 5 , "2..00 Acres \ " \ \ \ \ "'-, ..... ,"" LOT 4 2.00 Acres LOT .3 2,00 Acres , \ , , \ \ ". " , '. LOT 2 3,91 Acres "-'- " , ---... \ " \ , " '. " , .. ~ <'-" ::::: ':J..i '-' ~ " " " '- J,3/6 I '111 i ~lll I bO' Access o.nd Utili h EoseMent , " " ". -';~ ". " " ",,' , '. " ", ''''3 -:J ~ I ~ " / ~ .... , ' --, --------... ", " , -- - --... '~ -.~ --~ il '''b'l 1 E R cI \ 'L:\ x, OQ '- '. '. " "- "" '\ 0_0---., LOT 2 .\5 '. ", " ". ~ ". " -...--. "0_' '-. " - ',,-. " '--'- 6' gru.vel 's,twulders. .--_....... """ "''-'''- '. '. Cente rline ofroa, " , \ " \"""" \ '. " -- "-. , "', "I I _~ '53 1J NOTES: 1) CDOT Access Permits not part of this design . 2) No proposed improvements to existing access into subdivision from Hwy 6&24. 3) Access to individual lots is the responsibility of the individual lot owners. Access will generally require a 12" diameter culvert to allow traffic to pass over the roadside drain ::.w ales. .- i ) GRAPHIC SCALE " " .... -........ ". ". , , -, , , ..... -....... ',-- ----. -. '" ...... Finished centerline crown elevation 5367.3' -·----1-- I , , , , , I , . I I I " \ ", , \ .T 10 ' . I Road slopes down to , south at 1 .06 % ~ Road slopes down to south at 0.53 % ( IN FEET) Contour Interval: 1.0 ft. vertical 2.33·'·Acres -...... -_ .. -.- LOT I / 8.91...Acres ~.---- :33 &3 ./ ./ , r'-, . . -... r 0 ___ '" " --' • .r , , I '. I~ 'r ~-Edge of existing road ~ \\', ~, -,'---~; -.-- , -' ./ / '\ --~ .------ , /.-., , , ---.-- '. " , , ) \ -:;:::::'i, \~ "---. :;;;.~5); /~. • .------......, .,' " , '-' " ,'-",--,~}; ./~/') -if ~~~~~-/ :..<~_~fo~ / .v' ; .... _ ...... -<. %-:::.--:: I .-. + . ..-: " .... ~ ..... ,Y """"-___ ".. '"l~:·.~ --......... /~~..-:. ... ~,~ ... . , . ./ ...-// 366 " TH IS DRA'MNG NOT VALID UNLESS LATEST REVISION INITIALS ARE HANDWRITTEN NO. DESCRIPTION APPROVED DATE "'. '·"0 ... " ~~68 '. 53Vl -, ',-/-~5) / ./'~ ,-..... '..... "" ~ .;;-:--,,;/ // . . ......... "... . .,. "'--0:"'<" ...... " ' ,.-/' " , ,''''..:y;;::' ~ ....... ""'~'~' >..->,:;.,/~-- '., . ---,. "~';'" .' , '" " '.-,,:' ,-. "'''' --,,-...... .,. ---",,-:"-/:::. ------ ,.__ .>:: ,/,:.:::.f:'-,_-----' ----~ ... //-.. :~~""';-~ , /-;%.' .' ~~:-: .... ,-,~.;;d23{!'1i?~'!· . '.;3-"" ~ 6 &> 05~--- /":·0 .> -0 ./ I 537 0 Grade road access to inco rporate existing access. Cross section grading transitions to meet edge of pavement. Finish crown grade at intersection approx. ± 5366.0'. PRELIMINARY PLANS FILE LDl600lReou lskil dwolRoads.dw DRAWN I BB IMav 04 CHECKED I CM APPROVED I i ,' CLIE NT APPD PO Box 1301 ~~OLORADO Rifle. CO 81650 RIVER Te I97 ~2S4933 ~~. Fax 970-625-4564 ~ENGINEERING Civil Engineering NOT FOR CONSTRUCTION CUENT Big R Commercial Park PROJECT These drawings have been prepa r ed for Ihe cl i ent ident ifi ed on the design sheet titleblock. Unless t hese draw ings bear 0 signed eng ineers seal, they may be used only at ow ners sa l e risk. SHEET TITLE SHEET NO .2 OF 6 Road DeSign 2 Revision & ~ ~ GRAPHIC SCALE 80 0 40 80 160 ~II I ( IN FEET ) Contour Interva l: 1.0 It ve r tical --GAS-- ---0--- 'w ___ .. ;T ___ _ LEGEND Prop. Gas Line Ex Gas Line Prop Fire Line Ex Phone line -----t-----Ex Ov Hd Electric ---~----E x Ov Hd Electric ----<'" --Prop Buried Electric __ 00-' __ Ex Buried Electric Ex Water Line 30' Road Right of ',lay EaseMent Per Green Subdivis ion EX!?Mption Plat, = --.::. SO ' utility ana n,..o.lno.ge Eo.se",ent , Fir e faciU-tjes PUMP rOOM /ouilt over tank ~:. ~. -k ~--. -t -----.. -'--::t1 __ -----------CU" -----~-----:':""---":'"----=---~.::.=-:=~.:::..:=-=:=======-=--"'!.~.""..:"==-= .. -----=--------, , -~ ... :. ~ >. ..----~...:==---------r45-0~~D;;i;;;-;-i utilitvt:a.seME?nt . I I "--_-"-~-__ :0 ----• .r ---;,..tJ . -------~-------~-------~-------------~----------------------------~.i#lyt~ --I~ =~~_ 90' elbow I , -, -- r----- '"" = -y, r----' L ___ .J o = --...... ~ ~ ") 5".":1::) . , LOT 8 2 ,87 Acres =. -, -.- -I:; .... .) J '':-:P :..':S?~~,~- LOT 7 2,03 Acres ::; .... :;.. ....,r'":'J, /"':;:-== _:'5?~·?'·-: LOT 6 201 Ac r es -----., :. .... ') " , LOT 5 2 .00 Acres 10 ' wa Min DR 25 C-900 s i») for non-pot ~I't wa ter 4· -:.{ ::. ..... ~ :;·c: ....... ;.;e ~:.s=~·e'" ~~------:.; LOT 4 2,00 Acr~s :..;5,::· .... ·2 .... -: ~" :::;:')-~ -...... ..(, ,; -: I I-----liO t Il >. ~~ =, ." , 0>. d ;:. " d 0. , ROBel ~ ---~ E o ~ '" LOT 9 2.45 Acres ~ I,~ I 6 0' ROil " -. ro ....... ;:....., Fire Utility Eo.seMent F ire wate r storage tank, designed to hold 180,000 + gallons, Th!? tank will be co vered tor so. Fety and to Ma in ta in wa ter quality, The wa te r is for th e pressurized fir ewa ter supp/ y to the h ydrants, On -site we ll wa ter or clea r tr u c k ed in wa ter should be us ed to t ill the tank. Ex. Road Dro.ino.ge EaseMent, 45 ,0 ' +I--~ LOT 3 -'--'" l ---5--- ©- Ex Sewer Line Prop Sewer Line Easemen t 0 __ ':' _ L !.-o itT-...l.l >8 Ex Water Shut Off ~ • HID ... <"Q, I!l ® \ Ex Water Spigots Prop Elec Pad Fire Hydrant Gate Valve Ex Utility Pole Ex Pedestal Ex Septic Access Ex Sign r-----, , _____ ..1 ,= r----' I I , L ____ .J ~::-~.'" ~ Prop Wells Indiv. Lots Ex Absorption Fi e ld ,"; '-:.;-== :. .... :;'1 -~ Prop Absorption Field --,-' ...... -.... \ ,-,,-' ,- ,- ---, r --·-, I I I I I L ___ ..l ,-- " :,.='"": , r----' 2/,- ~x Ii":. :-}-5~:.~;; J ?? __ . . : .. C:-= T HIS DRAWING NOT VALID UNLESS LATEST REVI SION INITIALS AR E HANDWRITIEN NO , DESCR IPTION A PPROVED DATE FILE ';> 2,00 Acres 10' water suppl y (non -potable) for fire protection ;:.~~ ':~C:? ~:5?-'2~- & I!I ~ I tx, LOT 2 3,91 Acres -. Proposed ~ Line ~ --. -=~~ ...... 7'=-.~ ROBel c -o o " , Proposed elea "" , ' and plume, - ----, I ..., ____ .J >- 90' elbow LOT 10 RegC/(sl<i Veil #2 / / ~ / :.:;s-e--:--' -2 ,33 A cr es / \ ,- '"' o;.? ---.y / / _/ !?lbow \, /-~ \~__ ----'--41..---l\-L-W->-.. .,.,'~., --------. --\ -----1 ~~~ __ -----y:; -::>~+-j-J -41 t"\. __ -/' \\;:-..:::':-------l ~ ./ ~/' !! ::i<"~" .; :.; :-: =""':;;.-::: -: ;"S': -=-~.: \ 8,~~~r;s \ -...,...-- \ ~ \ .... ..-..-"-- :-:;:- ;;~ :. I j " J , I ./ ::) -~ ..... - Notes: 1) Proposed gas and e l ectric line facility loco t ions a s per Xcel Energy engineer ing design do ted April 9, 2004 , 2) Cabl e and phone services to b e designed by ser vice cOMpanie s and in stall ed wi thin existing easeMents in coordina t ion wi th applicant, 3) Exi sti ng condition s prov ided by SURVCO Surveying, of New Castle Co. 4) Contractor responsible for lo co t in g all utilities befor e digging, 5) The 10' wa ter lin e i s designed as a non -potable f ire s upply only, 6) Site spec i Fic wa ter tank design to be COMpl eted by structural engineer with site speci fic inforMa t ion frOM geotechnica l engin eer, 7) Ind ividual Se wage Di sposal SysteMs CISDS) For each lot, These systeMs Must be de S igned pursuant to State Heath DepartMent regulu t ions wh ich i ncl ude Mi n iMuM setbacks such as 100' For leachfields to we ll s and 50' frOM septic tanks to we ll s, Proposed absorption f ie l d l oca tions sho wn to deMonstrate MiniM UM setbacks frOM we ll s and other absorption field s ca n be accoMplished, CLIENT PRELIMINARY PLANS NOT FOR CONSTRUCTION These draw in gs hove been prepared for the cl ient identified on th e design sheet titlebl ock , Un less these drawings bear a signed engineers seo l , they may be used only at owners sole ri sk, LDl600l R POB.OX 1301 ~~OLORADO SHEET TITLE SHEET NO , 3 OF6 O ri o in a l Drawing Pre .... Rifle , CO 81650 RIVER Te l 97 0-<3 25-4933 ~~' Pax 970-<;25 -4564 ~ENGINEER I NG DRAWN I BS I June 04 CHECKED I CM 'June 04 APPR OV ED I • - . ' •• -' CL IENT A PPD Civ il Engineering Big R Commercial Park j PROJECT Utility Plan 3 'te"tsion .& • VARI ES SPECIAL RIFLE THREAD AS PER ::-\ FIRE DEPARTMENT SPECIF IC ATIONS \ ~ -LttJO z ~ ~ - ~ FIN I SH GRADE VALVE B OXS E T1I4,,~RIT I -I II -I I I -I I I -II I ' -III BELOW FINISH GRADE I ~-, 1-1--iII---, ,-,---, ,-,--, '-'-1 I ~ WRAP DIP VALVE & FITIINGS WI POLYETHYLENE AS A BOND BREAKER M.J. TE E SEE NOTE; 6" ANCHOR COUPLING _ SMALL BONNET I I. z ~ ;" .. 18" MIN ~ ....--EASEMENT LI NE STANDP I PE PO LYETH YL ENE WRAPPED TO 9" BELOW TOP FLANGE HYDRANT BA SE AND DRAINAGE ROCK TO BE COVERED IMTH LOOSE SHEET OF POLYETHYLENE TO EXCLUDE BAC KFILL MATERIAL FROM VOIDS IN ROC K. \ OR SIMVEL ADAPTER 3/4" RODS AND \ 2x6 WOOD BLOCK TY P CLAMPS 90 ' ELBOW TEE THRUST BL OC K \ OR MEGALUGS \ 90 ' ELBOW ~ / CONCRETE THRUST BLOC K \ \ I \! #4 BARS ~ 7-~./ \ • BOND BREAKER • ' • BOND BREAKER '~'.~~' .. - ",' CONCRETE BLOCK TYP \ \~\B-&_' . . j ~>'~ , 3/4" RODS AND CLAM PS -"C OR MEGALUGS NOTES: 112 CY OF SCREENED 1) NO HORIZO NTA L OR VERn CAL BENDS ARE ALLOIMED IN FIRE HYDRANT BRANCH OR SPR INKLER LINES . \ ! TEE TH RUST BLOCK 6"C90PVC _. Cl200 PIPE \ ROCK DRAIN MATERIAL CONCRETE BLOCK 2) ALL JOINTS FROM MAIN SHALL BE HARNESSED MECHAN ICAL JOIN TS OR FLANGED 3) ALT ER NAT E TO ABOVE : FASTEN M.J. VALVE DIRECTLY TO A M .J. ANCHOR TEE (ALSO CALLED A SIMVEL TEE ). FIRE HYDRANT SETTING NTS . FINISH GRADE FINISH GRADE r=;(~ -8 VALVE BO X SET TRACER "\ IMRE \ ( ~ 114" BELOW PAVEM ENT OR FLUSH WI GROUND WRA P VALVE & FITIINGS WI POLYETHYLENE AS A BOND BREAKER . j---2x6 WOOD • BLOCK TYP #4 BARS ~ Q r- t> '" t> '" t> BEAR ING SURFACE BOND./ ~ BREAKER . t> ~. 1/' UNDISruR BED SO IL j, 1 11;0 221 L o 45° AN D 90° BENDS 14, 12 ' '<-.) J-.-H L....{ G b BOND ~ '" ~ BREAKER . '" . t> . Co BEAR ING SURFACE .", ~//$~.0;i(~/.a UNDISTURBED SOIL -.-J' TFE NOTES: I .) BEAR ING SU RFACES SHO WN IN CHART ARE MINIMUM. 2.) BASED ON 150 PSI INTERNAL PIPE PR ESS URE PLUS WATER HAM MER . 4",S ",8" AND 12 " WATER HAMMER -110 P.S.1. l S",20"AND 24" WAT ER HAMM ER = 70 P.S.1. 3.) BASED ON 3,000 pst SOIL BEARING CAPACITY. 4.) ALL BENDS, TEE BRANCHES AND DEAD ENDS SHALL BE RESTRAINED AND KICK BLOCKED. / 6" OVERFLOW DRAINPIPE o/a:w~~~& o c.J <D '" ::J BOND BREAKER I 1 Al~ ,,- 6 "-...1 [1 • t:::. .(;>. '" >- (f) D:::! zo ::JUl >/,,/A~~Yij'/A~"«.~ DEAD END BEDDING MAT ERI AL BEARING SURFACE BOND _;,-....". "-~ ~~ '" '" t> n ci *' '" X' . ~ '" NC O: ::«»: UNDISTU RBED SO IL TYP ICAL CROSS SECT ION MIN IMUM BEAR I NG SURFACE AREA S IZE OF P I PE 4" 6" 8" 12" 16" 20" (IN SQU ARE FEET) I BENDS lEE OR 11~0122wl 450 I 9d Dgg 1.00 I 1.00 1.00 I 1.50 I 1.50 1.00 I 1.25 2.25 I 3.00 I 3.00 1.00 I 2.00 4 .00 I 5.25 I 5.25 2.25 I 4.50 8.75 111.25111.25 3.75 I 7 .50 14.50 127.00 11 9.00 5.00 110.00 19.50 135.50 125.00 24" 1 7.00 11 400 127.75151.00136.00 WATER LI NE TO EXIT TANK AT 90 ' PVC ELBOW MIN BURY DEPTH OF WATER 10" PVC T LI NE , 4.5' MINIMUM COVER. '~ I 4" DIA VENT PIPE FROM TANK THROUGH ROOF . VENT J MUST BE PROTECTED TO PREVENT RA INFALL FROM ,ENTER IN G VENT AND COV ERED WITH 24 MESH SCREEN . 1(Y' PVC TO FIRE HYDRANTS .. ~!I 21 f I HONEYCOMB IS WET WELL LOCATION . ACCESS PANE L TO TANK. MINIMUM INT ERIOR PIT DIMENSION 3'x6 '. PIT DEPTH IS OPENING SIZE 3'x4' min . 64 " BELOW BonOM OF TANK FINISH FLOOR . PIT TO CONTAIN PRIMARY AND ELEC . HEATER SECONDARY INTAK E PIPES WITH INTERIOR THERMOSTATICALLY WALL EDGES 1.5' FROM CENTER OF PIPES . CONTROLLED APPROX. LOCATION OF . TEE THRUST BLOCK I , SECONDARY IN TAKE GATE VALVE TU RBINE INTAKE SHAFT t;;: ,...---'''--..L._-, \ CONCRETE ~ --J'------.......:, BLOCK TYP CONCRETE BLOCK TYP TEE THRUST BLOCK ("> GATE VALVE SETTING NTS . .. ITURBINE PUMP FINISH FLOOR a EV BY STalJCT URAl OUTLET INVERT ELEV. 5378.5' ~ . ,_ .. , • p . U'-l I I;:;:;LL!; III m=n) II I I I III i.!..!; '" I Ii""" " , b-M-Lu...;1 L!~_' ! ;;;;;;;~ II II r---I I I I I I I t:::::=ll 1==1 II: I L CISTERN FLOOR • INVERT 5368 .5'. ~ U IN TAKE WELL FIN ISH FLOOR 5363.2' II 24 MESH NON.cORRODIBLE SCREEN FOLLOW ED BY ONE-WAY FLAP VALVE . IN STALL WITHIN 18-24" OF PIPE OUTFALL. f~ill:J DITCH BOTTOM ELEV . 5378.0' (EXISTING) WATER CISTERN OVERFLOW SCHEMATIC NTS BUILDING DESIGN BY STRUCTURAL ENGINEER __ ~N~O~R~T~H _____ !_ ~-----==~===::..=t_ t==_,-+-I -_ -\ 'I ' '-.! ) I 1 PR IMARY OUTPUT GATE VALVE FIR E SUPPLY SKID PUMP , CAPABLE OF 1500 GPM @45 PSI FOR 10" PLASTIC SUPPLY PUMP AND ALARM II II CONTROL PANEL ,'I y~ K '"S0l LIN ES . SKID DEAD WT . 10,000 lb. APPROX DIM 6'lcti,)(6'. CONTRACTOR TO PROVIDE PUMP SPEC IFICATION SHEETS FOR ENGINEER APPROVAL . FIRE PARK ING 10'x18' ~. -u o.c ~~ f!-rp" ~ DBL 4' DOORS WIREMOVABLE CENTER POST PUMP ROOM SCHEMATIC N.T.S . BUILDING DESIGN BY STRUCTURAL ENGINEER BLOCK OUT OF PUMP ROOM CONCRETE F LOOR FOR TUR BINE PUMP IN TAKE PIPE LOCATED DIRECTLY OVER WET WEL l. EXACT HOLE DIAMETER AND LOCATION TO BE DETERMINED B Y SKID INTAKE PIPE AND OUTFLOW P IPE LOCATIONS . THRUST BLOCK REQUIRED FOR EVERY BURIED ELBOW AND AS SHOWN FOR HYDRANTS AND VALVES IN DETAILS TURBIN E PUMP ~ PR'MARYOUTPUTGATEVALVE In SECONDARY INT AKE GATE VALVE "F I I 90' STEEL ELBOW ~ '. \ L · '90· PLASTIC ELBOW WATER ' II ~ T ,-iF----: ,:"-_·::·--="c-------------~ ---_. ------.... STEEL TO PVC COUPLING , USE ON BOTH PIPES 120' 24' FINISH FLOOR OF PU P ROOM TO I -~ii.::/ o PUMP ROOM FOOTP~NT FOR FIRE FLOW BUILT ON TOP F TANK. ENG. BE DETERMINED BY TRUCTURAL I o o -----.' - ------ ~. ~ - ~ ~ - PARKING / I ' ~ CISTERN FLOOR \ INVERT, 5368.5' NEED,FREQUENCY , SPACING AND I DESIGN OF COLUMNS TO BE TOP FINISH EDGE OF DETERMINED BY SnRUCTURAL ENG. CISTERN,5380.5· SOLID COVER OVER TANK TO BE DETERM INED BY APPLICANT AND STRUCTURAL ENG . FIRE SUPPLY WATER STORAGE TANK TANK DES IGN BY STRUCTURAL ENG IN EER INTERIOR D IM ENSION OF WATER STORAGE 20'lC120,)(10.5' deep. WATER CAPACITY IS OVER 180.0 00+ GALLONS . UNPAVED SURFACES TO SLOPE AWAY FROM CISTERN AT A 10H :1V SLOPE min . CONCRETE TANK TO HAVE SOLID COVER AS DETERMINED BY STRUCTURAL ENGINEER AND OWNER. 20' .1 PUMP !NTAKE SHAFT ·1;' t II SECONDARY INTAKE PIP E LJlIIIS,3' I; ':+-NORTH 6' FIRELINE PIPE SCHEMATIC N.T.S. THE PR IMA RY OUTPUT AND SECONDAR Y INTAKE PIPE SYSTE M ARE TO BE 10" STEEL PIPE FROM THE PO INT OF BEG INNIN G IN THE PUMP ROOM UNTIL THE STEEL-PVC COU PLER SHOWN. STEE L PIPE TRANSITIONS TO PLAST IC AT COUPLER . TIiRUST BLOCK REQUIRED FOR EVERY BURlE D ELBOW ANO AS SHOWN FOR HYORANTS AND VALVES IN DETAILS PRELIMINARY DETAILS NOT FOR CONSTRUCTION These drawings have been prepared for th e c l ient id ent ifi ed on the desig n shee t titl eb lock. Un l ess these drawings bear a sig ned engineers seal, th ey mey be used only at owners g"e risk. NO . JI ' I I SHEET TITLE 1 SHEET NO.4 OF 6 I ICLlEl'T . I FILE I I THIS DRAWING NOT VALID UNLESS LATEST REVISION INITIALS ARE HANDWRITIEN j!-DI600lR egu lskild"!lLlRetnPond.dwg "'-.. COLORADO DESCRIPnON APPROVED DATE w II [l ~ If'.. Original Drawing Prep . PO Box 1301 , ~'-' DRAWN BB Mav04 Rifle ,C081650 . ~RIV ER CHECKED CM May 04 Tel 970-625-4933 ENGINEERING _ F"" 970-625-4564 APPROVED If","\ -" --;- CLIENT APPD Civil Engineering Big R Commercial Park PROJECT Utility Details 4 RHision & .- ", '" Ol C ~ G." '-'1 <:: o r / _. -~---I - 5376 '. ---" 5::;' u "t::ll-ty end D...-o.:('().ge [0. sere..,t -. IS; 01P Good COr"lct 111' 5J77.70 Due; 537670 ,- , " , . /., . --:'·:'~:.":::k~:~:-.::::' ~', ":~~:,~~=~, ::::::::'.'~~.' .~? -~~.;~;::;:-~ " C':>::' : :'-~'''::~~-~;;:f~~-,:;;:-.::;:-~,~~:.::;--~~'--,:,;.::..;:t ' ':-::-::;;'=2::t.::::::::::..--:tr':' :;,'" . .• ... .. ,n ~1-:--~----~--::-::-::~===~-,:::..:~-~~==:..~=:~:~::~==~~:':~"::2'4' ;;~'7"~":;:~:"~~':~:".f~~-=J/ ':2 :?"':~'"-'"""""':--::,·=~:: ... T 1:rrrtr I --. -----_ ' •... ~_.__ e . ..;l1Uy-f :;V uo, .. d-~l,.GflO ---I t-~, , I ' COUr11:Y Roael No, 221 -Po ved Su",coce " 5380 Pond Volume 1451 7 -cu ·fl Pond Btm. ElelJ. 5367·4-fi Blm Dimensions 220'x3' Spillway inuen eleu. 5371. 4-jt Top of Dam 5372.9-ft. SpillUJC1.Y bottom width 2' 3" dia. steel drain pipe, length approx. 38' Pond Volume 1825()-cu.jt 5370 Pond. Btm. Elev. 5364.2:ft .8t.m. dimensions 290'x3' r " ---.. "-~-.--,--. -. -k ; 537!S£l ___ 1 -,. ~ 1\ SwaJed:-rhl'. lruieJ I -,_ __.... a' ... r i:" 537/10 I , 1 '--_' ~ I U'tIlJ-C ~I Eo. s e r"'e(')t ". -' '. LOT 8 ' +,' lS 5377.9, Slope 1 %. , I ' -. I ·c '. 1 .' '. , w --------------4-1-1 f-l --'-I Swalemvert 5371.9 ', __ 2.87 Acres ___ , -'_,', E / I f Depth 1: Slope 08% . ~,I:-; 1 >-. Q.I I ~ See Detrols ' ,, ___ . __ .~~ ~ I U. ~ I " _________________ ~~ ____ lj_~'h:!...:.Y __ a_"2.c:_£r_a_~~_g_~_~~~~~::~_____________ h 0l~J,.J t-b O~_~M e rg enc y E0 ge , 7T5 -~~~ ~ ... -.:: r.--; -...... I .. V! I " ,--" , , '. ~ ',~ ~. ' , ~~"3 . 53757' ,I,>,--c; ---Edge of Roa<;l , 1 ~-.;:,J..,;.LI _ _ r'---'" Su;ale muert ., , IW lJ I I -'Depth I '. Slope 0.8 % " <J: I , LOT 7 See Details C ' .>: I ~ Swale depth]' , : . ,'~ _. 0 .~ V Slope 1 %. I 1.1.1 Swale mvert 5370.4 , 2.03 Acres Swale invert 5373.8: OJ ~. r--..... , 'le' Depth 1 '. Slope 0 8 % . , Depth I' Slope 08% en ·~, I D 'ls [ClQi "' 1 I See etro See Detatls Co . ---I I ..... __ . _ _ .0;.,. I , _____________ J!~:::::~~'-ty __ ~~_e:::::~.?_~':._:.:~:::::~.:_____ f <: "12" I " ,--"...... :.~.....".. ~ .-....... -... 1"'",.--6 J~ew stee pIpe ,i ., .... " ).c if outlet headwalls r~ : . \ ,.' ~_.o invert is 5374.4i.> ,. ' \.' = '" '.Culven gmde is :0 ,. "--as OC" '. '._ -w 1 ,-.. . . '" \ 1:E~.(1) 1 '-_ E I I .... .. \. h ":QI IJJ I I '-'--,,,.,.__ LOT '6 . Depth '.\,.lope I %6\ ~-8 . ~ I I ., '), W I I 2 .01 Acres \ til Q.J I I ..... " VI 0)1 I ., Swale Invert 5372.7" I ji ...... , .. ~ Existing swale on neighboring propeny. l Approx. 9 " deep wi 4H: 1 V sides. Concrete inlet and ·irui, see Details. Inlet l~ invert is 5373.9'. lvert length is 55'. t SUJC1.1e invert 5368 5 : Depth 1 '. Slope 0_8 % 1· -'\ VQ> .£ I !l' Depth l ' Slope 0.8 %. See Dermis '--'" -;£ ~ L 9 ~ I , See Details ' ~ , OT "" Ri .~ fro har1nelto : ___ ~::.~ _____ l.?:.:_~:~~ty __ o~c:_£~~~~_~:._~~:.:=:~_________ :r ~;..!, ~\~ I 2.45 Acres ~! prap transluon m c ,4 .... _ ~-~ .;;:;--__ ,~ ~ _ I bottom of ponds . Typical jor ail ponds. '\ '-~.,-:.: ---. '<'~." ...... i •.. f!... "','. ,/;.. -_~ d I I j . De<'1 St.._-1 "\ ._' ,)1 •. '1"" ~j .. :t~. " --'-., See DraInage QI. r~. I '\ -, . ~ .',\,.':.!"' ~.c.,f:~. -' _ ~I ~ _ ..... Existing swale, approx. 1'deep V w/l.5H:lV side slopes -~.'.--\-.;-·-1 t· =1 Spillway invert elev. 5368.2-fl Top of Dam 5368.7-jt.. Spillway bottom width 3' 3" diu. steel drain pipe, length approx.. 38' Note: All pond. contour lines are drawn wit h 2 ' contour lin.esjor visual clarity. Swale i nvert 53672 ' ~' DePth LSliijie O.B~,,,,,,,, I S ee Details , . 12' -: 1-........".--== '. '.~ .... , ' ....... \ U t ",-,:y '. LOT 5 · 2.1(0 Acres or~o'ncge '~6 s e"e..,-: "---... \ LOT 4 \ 2.00 Acres \.---..,) " .~ Swale irwert 5371 .6; Depth 1 '. Slope 0.8% .... See Details '5 372 .~ "~ """ ~" '. " \~"f '., Deprh 1 '. Slope 0.8% III \./ '" ri· :;.~~. ,-~' '\~, , Swale invert 5369.7: '. '-. -I ' =>, , -, "-', " ~l "'. . ! j I, . , 12 " Drainage nnd Utility EaseMent S wale depth r "~ .-..1] •• S/iJpe 1 %. !'~ I ... , I '" 1 ' ..... ~ ... ~ I _ I I , , { New 12" ~eelpjpf~ tyeTt. Concret~ -inlet and outlet headwalls n red, see DetaIls_ Inlet invert is 5370.0'. : I'et inuert is 5369.4'. Swa1e intJert 5365.3~ Del?!h l'. Slope 0.8 % See Details i Depth 1'. Slope 0.8% See Details. ~2' Utd:ty and Drainage E.J.s-=\ent -------------------------------------------------------------------------""",",' Culvert grade is.: q ~. fulvert length is 55 '. "lUI]' .-; !rl, 1 -i . ". l Q' .. ,U!!!.i,!t",ond Ij 1 '.".- Pond Volume 15793-cu.jt Pond Btm. Elev. 5361 .O-jt Btm. dimensions 2SUx3· Spillway inuert elev. 5365.D-jt Top of Dam 5366.S-ft . Spillway bottom width 4' 3 H d i a . steel drain pipe, length approx. 38' Pond Volume 15505-cu.jt 5-366 ; , , , Swale invert 5364. O~ Depth 1 '. Slope 0 .8% LOT 3- 2,00 Acres ", See Details '. '. ~ DepthI'. Slope 0.8% 5Sz.9 I ------'-" Swale invert 5368.8: Depth 1 '. Slope 0.8 % See Details " 12' Utility ercl. DrainagE? EoseMent ---------------------------------------------------------------------- '. • 7'~~ I ~I " Swale inuert 5368.4 ~ Depth 1.'. Slope 0.9% . See Details " / V '., " Pond Btm. Elev. 5357.7'Jl -..... ' Btm. dimensions 242):3' "'" r---4 5.00' , , , , I LOT 2 3 ,91 Acres Edge of Ex. Ro,,~~, ill ~;, i l ] ~ _ _ ___ w . ~~ ........ _ r-Jt Top 0/ Dam 5363.2,ft. SpiUway bottom width 5' Note: Spillway is offset to west side o/damjbce. 6 ~ diG. ADS drain pipe. Note: Inlet invert eleu_ is ~358 '. , , , , I I , : Swa1e invert 5360. 7 ~ '. .,~. Swale invert 5365.8', Depth 1 '. Slope 0.9% , See Details --~. ~' Deprh l '. Slope 0.9% •. I I See Detro1s I ;:{~~ ____ . ------------J .?~-ld !!i!.!.Y_.9__'2.C!. .. )2c.~~.9.9_e __ ~~!i€.~~t::!___ _ ___________ _ -J>~ ........... ~~_ ,.__ _ .. ..__ , ~ Swal e designed to carry 1 OD-year event. spillouerofup to f ~ 2 S 1"0' 3-cfs· See Swale detail. Trenchdepr.hto be 1'. Minimum fl . ....,.'.1 trenchslopetobe1%. Buildup swalesides as necessary I Dr,0lr'loge Or'lcJ -., . Swale depth 6' _ rU to c reate designed swale cross:~ion. t "~--t yE s ,-. -t' g Hoti/!: Trench side slopes to ¥ 1-:5H.: 1 V. : Trenc h to connect with existing established trench which , " 6 " ADS WT, ±l 45' slope 0.76 % • • euenruallYdrains~ueLUest. '1 : t ~·5' Ut:j:t;i £o.sef'O'len--::- Slope 1 %. .i5 , 'I Invert is 5369.9', I 11 Slope I%. , , '. I '~ ···I,'u, .. \ , \~ !,' -Swale depth f ', I I j Slope 1 %. ....... ,~ ~ End 0/ existing swale . New ditch beginning, Over next 50', evenly gmde above existing swale inLOen to new ditch inueJt depth of 1 '. Bottom width 2 ' ~ 1 I ',,-Ditch with 2' bottom width. Depth 1.1 '. See ~ ~ ~) Details. Invert at lhis point. 5368.5' Slope down 6 • \S370 tosouthat .Ol W i ~ Q.J ; ~ End. of existing swale on neighboring property g' U Rem.ainder of swale disrupted and filled in s:: sect10ns New 12::' steelpiffe rt. Concrete inlet and outlet headUJall -ea" see Details Inlet invert. is 5396.~ . let inuer1. is 5365.8'. Culuer! grade is (O J t Juert.. length is 41', 0 11 '" I I' " , ~, ., , =1 -" => 'I Swale depth 1'.~ I ~ Invert is 5366.1', I Slope I%. 'LOT 10 1Wo new 15-side-by-side steelpipe cu.lve11S for access within Lot 1_ Concrete entrance: headwalls required. Invert. elevations to match grade 0/2' wide ditch. Culuert min. grade is . all. Culvert lengt h is not t o exceed 40'. Exact length and location in swale to be detemlined by Lot. 1 owner. .4' ..... -~~,~ r:... .c=F===========~=-.::===============~==========--------------------______ -____________ -____ -~\'--------------Existing ditch ----SJ7_C_/\ ~ " ~\\", . '; \. ' . , , /' '. 6 ~ ADS inlet basin. Inlet elev. 5357.S Rim elev. 5360.0' Solid H10 rated cover. Inlerior of basin to be filled with concrete Co invert eletJations to prevent. standing water. .! 91· ~ ______ 5360.2 Solid H10 roted cover. Inze ri or ofbasinsro '\ __ :.:. ___ \ r--r'---~ '. 6-ADS infet basin. Inlet elev. 5357.7' .Rim elev. \ " ..-,,' .... .:-:..-"-Z.:~,Y0/ "~ ~ L < ~ "...r-' ! be filled with am.crete to invert eleuations to prevent ~\ '-----_ ~ I 6 w ADS 'NT, ±1 (Xl', standing Water. ~ \\:. ____ ~ _____ _ Swale dept hI: Slope 1 % Ex.. Gmd. Elefl. 5365.3' End invert 5364.3· -,--I slopeO.76 % I . ~ 20' ut:i.t"y ot{ld :''''Qlrloge [ofeMen-t EXist. Bldg Ltiil-:! ---- ~ 6 ' ADS WT, ±573 ' slope 0.6 % Daylight at. invert 53 54.0 ' w/mer.a1. FES. " I ~I II , , , , , , , I , '<II , I I " , , I , I , I , , , , , I , , :9' C,'-fP ~' Good C vr1c1icior __ ~ I 'L j,... 5352 jQ ,J :8' G'P r 1/2 si '" L 01..11 535i~~" "",'r-~ i.flo.ge y ,. oJ" " ..oc,t1J'-<'! "/ \\-~~., ""t'r-_ .~n9" - .l1"o.\I~ .. .,y;tjf'9 ~ .' L V'" ,r , ,. j F" IF" 5363.8 EX!5 "t -;'" -~--. ..---~-.- '%'9 F" IF" 53$5"2 /' ' I I Exs ,. . Bldo. r;" 5~609 .-' LOT /' 8,91.Acres -- '---------..... '""\ ...... ""-53&3 ~,"- \ \ ----____ -/ Swale dep1h 6" , / ,~., _.~Z· .-' ' \ > 810g' Slope 1 %. IF" 536;2 ' , ' .d-' ,:,1"' , • ,,' "'''' ' . <rf" , \ .. ..,__ 'L 0 Y S.I ,e d-~. .'-',' . . "' 53' .. ,' . .' ' ~ 00' > ,~,.,. " '~ . ~d . .' " '''~ E" )tiS1" B,d,. ~/ ~ /l ,.' " "/.~ /~. V'.,' . FL J" ,-3 ~ , ~//,..,," , ., /-("1>"" ~lo 36? ... i _/~A' b'~O --,~ "I ~O' ... -.~ ~ " /,":(:>:'" ·------5370 , o/ditch, depth 1.1 ' . Inuert at this point 5364.0' 2 4 " (,'..f P f jcoo COr"lditi:Jr"" ..,. fL Ou. 5361.].] ~.;.jY:~,. '1\G~ilj). ..-.... '/~"'< .,,-' ~~ \' -'" ,0' .,.' ,./ • S" - ,,0 C,o -~ ,." / Fir 53586 <= ..... :;;;:;;; ...J~~...J ... ",. -- .... ... oood c . -'le.oS. ,___ ,.,' <:' .' ~O / rL 0 _~ro,"C" ~.. ~,W rO' O~j). -" U. 5354," " __ ~r . V ,"" . /' ,.. ~ Cto1 P --- , ';' JOOO Co -/.-' -' ". '" .- ~'''-''cc"J!:'/ . Fe' _355?,)' -" "'- ;.;7 .' p'" ---'" Oel r .... Fl I J, :;if t'cr 5 36J ~ 53539 '" ",. 2 <!' G1P 1I !/2 $il t~d .., FL Jl.J.4. 53529 LEGEND Drainage Path Easements Ex, Road Edge ." .. , Offsite Drain Path Notes: 1) All improvements to be field staked wi contractor & within easements . 2) Owner responsible for NPDES permit prior to construction, 3) Existing culverts that are silted in or have collapsed inlets or outlets need to be cleaned or repaired to like neuJ condition, 4) Disturbed construction areas and ponds banks need to be revegetated based on NCRS recommendations, 5) Pond side slopes are to be 3-horizontal to 1-vertical. Ponds are drawn with 2' contour intervals for visual clarity, 6) Piping materials type can be changed with approval of Project Engineer, GRAPHIC SCALE ~/ 8 0 0 40 80 160 PRELIMINARY PLANS ~: :. ! ( IN FEET) Contour Interval: 1.0 ft. vertical THIS DRAWING NOT VALID UNLESS LATEST REVISION INITIALS ARE HANDWRITIEN NO . DESCRIPTION APPROVED DATE FILE LD l 600lReaulskildwolRetnPond.dw DRAWN I BB CHECKED I CM APPROVED CUENTAPPD PO Box 1301 ~OLORADO Rifte , CO 81650 RIVER Tel 970-625-4933 ~~' Fax 970 ,625-4564 ~ENGINEERING Civil Enginee ring NOT FOR CONSTRUCTION CLIEN T B ig R Commercial Park PROJ EC T These draw ings have been prepared fer t he client identified an the design sheet titleblock. Unless these drowings beor a signed engineers seol, they moy be used only at owners sale risk. SH EET TIT LE SHEETNO 5 OF 6 Drainage Plan 5 Re,'i s ion &, / The stee l dra.in p ipe i s to be Miter c u t to Ma. tch da.M slope, 3H:l V , Th e e ntra.nc e col l a.r tor the pipe i s to b e 2500 ps i concrete, poured in o l a.ce , wi th a. th ickness Ot 9' a.nd a.~Dund the p ipe entra.n ce tor 0. ro.dius Ot 1', displ o.c ing the r ipro.p, Sp ill wo.y cro wn width vo.r ies a.nd wil l be deterM ined loy s ideslope buildup tr oM eo.ch sto.ked pond 'l oca. t ion , The sp illwo.y is to ho.ve a Min i MuM s lo pe at 2%, Inlet I " ;reek;oc.~d I and outlet invert e l evations \" ~ are to be 6' a.bove t h e -' \ r,; .. ~~, Stee l dra.in p i pe, see Sheet Dl tor diaMeter , l e n gth, a.nd invert e l eva. t ions, correspond ing pond bOttOM ~ . ' '~ , eleva.t lon , ":Ii~~~~~";';"~~"~::======================:'~;':'~;:~~~~~;;~~~I0""~ Disturbed s ailor ,-" ~.'I r-0 :::l: l ' I fil l cOMpacted to J 95% std, densi ty , : r'--~~,~~~,-~y--~Jr~ .. r~v=t ,~ .. .,. 'I ~ l' ~ t=t , , - "'here the l iner is p ierced by the dro.in pipe, a PVC coll ar is to be securely g lu ed to the li ner a.nd Mecho.nically a tto.ched, with hose Cla.MPS , t o the p ipe to (lrevent wa ter pip ing , 3D-Mil PVC li ner anchored in i'xl' tren ch, both ends, Do wnstreaM a.nchor to beg in l' past bOttOM of spillway, Trench oo.ckt il l Mater ia l i s to be structura l fil l cOMpacted to 95% std dens i ty , Retent ion pond daM, on a.ll tour s ides, is to ha.ve a ll fria.bl e soils reMoved that will ho.v e o.ny pa.rt of the da.M structure above i t , Any f ill used to buil d the do.M , to to be p l o.ced o.s control l ed t il l at 95% s"td den Si ty , RETENTION POND DAM SECTION TYPICAL DETAIL (NOT TO SCALD ~ , ! Top of DaM Dev , shown on Sheet Dl , .-Sp ill wo.y E l ev s hown on Sheet Dl, I ,---: 5' I _1L-~ ,:ryr,.D~ I ., _ I ~"'"~ \./,d -:h .__ ~~~L-~~~~~~~~00~K I \ ";,, ,,~"O ~ 12" ~ i Hu:t1V -.L -j I ~ 'I' , 9" Cobble ripro.p invert a.nd s ide s , L D5D=6', river cobb l e or other enginee r o.pproved rock. Ripra.p l o.yer to be 9' thick. 3D-Mil PVC li ner anchored in !'xl' trench , both s ides , Trench to run trO M bo"ttor' of up streo.M pond to bOttOM of down streo.M pond with anchores at eo.ch end (See Da.M Deto.il above), Trench bo.ckf ill Mat eri o.l i s to be structuro.l fill COMpo.cted to 95% std densi ty, 2H: 1 V I ';--I -----rj II Cut J 1---2'~ SECTION V IEW DRAINAGE D ITCH F ROM NE CORNER LOT 1 DIRECTLY SOUTH TO HWY 6&24 (NOT TO SCALD To. Lot interior <!Y'l . v Depth d :.-\' \ 'oj :> . j SECTION VIEW SWALE CROSS SECTIO N WITH DEPTH 0 (N OT TO SCALD r 0 Q d Kl 0. S B , . ~;;;:['t'" !Ii '''1'i Soil 0 r "t e , • '"",9(, ~"-'6 ,"~ ,;; o.s nppr~.....-Lit¥J~ffi>'\~*~::"%1 P1 . ~~r c r ete inlet anCi ou"t l e t co ll o.r -/=1 1=+--1 tllt=I ~1 t'f:+ d;i!~~I , I I_I i , ---: r-Un d i st urb ed or cOMpa cted SO Il. _ _ J o.~2"ter FRONT VIEW L Line r end ri pra.p to extend l' beyond edge of sp ill way cut, oath s ides , SPILLWAY SECTION (NOT TO SCALE) Top of S W o.le ,~ Flo w • f 3 BottOM of swa le,/ -1 ::' -----.j \ .~ ~/ ~j;~?t~;r-:5~):: ~c:.,~ ~V \ _---, ... ::;,.--L l' Cobble riprap, D50=f,', riv er cobble or other engineer-approved rock, Riprap l ayer to be l' thick. SWALE INTO POND ENERGY DISAPPATORS (N OT TO SCALE) 0~\''I.-~ !:: 3 "- / '" ------------ ;:'" 1/ F:'" ~ f: ';;-;¢r-';;-;¢~ I \~ \' -\~ \' -\- ~~~k:ob':~:~ ,~~/A -ALI 1\ 'Aj' with toto l rip , 0 1/ .i?5/; 1/ ro p depth of 1. ?;P;?-F-~j¢F- 3H: 1 V S IDE SLOPE \V The inl et Q"1d out l et coll ar fo r the p i pe is to be 2500 ps i con crete , poured in p l nce, wi th 0. top th ick n ess of 1', The con crete Inc reQses in t h ick n ess frOM top down , o.s show n Stee l p ipe, r on p I ens, r I o!io.Meter s h own \~ \' -\\ \' -\---; ~;;=/ P(Z1~1 P~/r;; 1 ~ ;Y-/Y-F-0-/Y-~, P OND BOTTOM ELEV, NO , L& 6. 6 ~ 1/\ ---~I 'd I I ~I I I I 1/ I I I I 1 I IT-I -U -,', ' I . ';. to 45% ~ :7;:' ~:~.\" 1 Mi ter c ut to.ce I ,,0/i ,:, ~ I--Ulv er~ D iO-~e-'-Dr . ,,~ SIDE VIEW CULVERT INLET AND OUTLET DETAIL (,\l OT TO SCA LD THIS DRAWING NOT VALID UNLESS LATEST REVISION INITIALS ARE HANDV\JRITTEN DESCRIPTION APPROVED DATE IFTCE LD \600 \ReQulski\dwg\RetnPond.~ Original Drawing Prep, DRAWN I BB I M~04 I CHECKED I CM I May 04 'APPROVED I..." I ~-_;_.' _ C LI ENT APPD Min, 18 " _I PO Box 1301 ~~O LORADO Rifle , CO 81650 RIVER Te l 970~25-4933 ~~. Fax 97 0~25-4564 ~ENGINEERING Civil Engineerin g \\ \' -\~ \' -\----I .I I \ /6 L I L \ /, \ I Min imum 6' I PLAN VIEW RIP RAP SWALE OUTFLOW INTO PONDS <NOT TO SCA LD PRELIMINARY PLANS NOT FOR CONSTRUCTION C LIENT Big R Commercial Park I PROJ ECT Th ese drawings have beon prepared fo r th e dient ident ified on the des ign sheet t itleb lock. Unl ess the se draw in gs bear a signed engi neers seal, tn ey m ay be used on l y at owners sa le ri sk . SHEET TIT LE SHE ET NO.6 OF 6 6 I Drainage Details Re\"ision &. I