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HomeMy WebLinkAboutSUP-05-047500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 4 May 2006 Neil Jaquet Water Resources & Real Estate Coors Brewing Company, Mail Stop CC 370 P.O. Box 4030 Golden, Colorado 80401 Mark Nienhueser Director of Construction /Facilities Cabela's One Cabela Drive Sidney, Nebraska 69160 RE: SUP-05-04 Extension Gentlemen: The City of Wheat Ridge I have received your request for an extension to case number SUP-05-04; a special use permit granted which allowed major grading activity on a parcel located west of I-70, south of highway 58, north of West 32°d Avenue and east of Eldridge Street. The parcel encompasses approximately 178 acres. On May 9, 2005, the Wheat Ridge City Council approved the special use permit for major landfill and excavation control operations on the subject property, with the following conditions: The applicants shall adhere to the performance standards as listed in Section 26-623 (C)(2)of the Zoning and Development Code, with the following exceptions: a. Hours of operation shall be limited to 7:00 a.m. to 9 p.m., Monday through Saturday, except for April 15 to May 15, where work will be allowed on Sundays. b. For areas within 200 feet of residential properties, the hours of operation shall be limited to 7 a.m. to 7 p.m. c. Fencing at a height of 48 inches shall be permitted. d. The 30-foot setback shall not apply to the west, north and east property lines of the added area. The 30-foot setback shall remain a requirement along the south property line of the previously approved area. 2. A community notification process established for questions and complaints regarding the operation shall continue to be maintained. 3. There shall be no explosive devices used for the demolition or excavation of material. 4. The applicants shall comply with the conditions of state permits regarding water and air quality, and mining and reclamation. 5. The applicants shall continue to implement the City-approved noise abatement plan. 6. All access to the site shall be from McIntyre Street. Neil Jaquet & Mark Nienhueser SUP-05-04 extension 7. The grant of use shall be to the applicants and may not be inherited. 8. Violations of any of the above conditions may be grounds for revocation of the special use permit. 9. The applicant shall make every effort to promptly notify the City and County of any problems in the areas adjacent to County property or the access road to County property. 10. The applicant shall make every effort to promptly notify the City and County if field conditions differ from what was stated in the geotechnical engineering study in a way that may impact the safety of the project. 11. The applicant shall expose the cut slope for the shortest period of time practical and shall recompact the new fill as quickly as practicable. 12. Should damage occur to the County's property, the applicant will make the necessary repairs to bring the property back to the condition prior to the damage occurring. 13. Note # 22 on the cover sheet for the SUP shall be modified to address damage utilities and any pavement failure on the County property that can be clearly demonstrated to have been caused by the excavation. Remove the word excessive. 14. The applicant shall make every effort to promptly notify the City and County if events warrant barricading either the Youngfield Service Road or the TMAC parking lot. The decision to barricade the TMAC parking lot shall be the County's decision. 15. The applicant shall notify the County when a request for extended hours of operation is submitted to the City if the operation is adjacent to County property. Section 26-623 (C) of the City of Wheat Ridge Municipal Code specifies that any special use permit for major landfill and excavation control operation shall be valid for the period of one calendar year. The same section allows an extension, provided a request is made in writing. After reviewing the letter of request for an extension, and in consultation with the Municipal Code, an extension to SUP-05-04 is hereby granted, with the following conditions: 1. The applicants shall adhere to the performance standards as listed in Section 26-623 (C)(2)of the Zoning and Development Code, with the following exceptions: a. Hours of operation shall be limited to 7:00 a.m. to 9 p.m., Monday through Saturday. b. For areas within 200 feet of residential properties, the hours of operation shall be limited to 7 a.m. to 7 p.m. c. Fencing at a height of 48 inches shall be permitted. d. The 30-foot setback shall not apply to the west, north and east property lines of the added area. The 30-foot setback shall remain a requirement along the south property line of the previously approved area. 2. A community notification process established for questions and complaints regarding the operation shall continue to be maintained. 3. There shall be no explosive devices used for the demolition or excavation of material. 4. The applicants shall comply with the conditions of state permits regarding water and air quality, and mining and reclamation. 5. The applicants shall continue to implement the City-approved noise abatement plan. 6. All access to the site shall be from Mchttyre Street. 7. The grant of use shall be to the applicants and may not be inherited. 8. Violations of any of the above conditions may be grounds for revocation of the special use permit. 9. The applicant shall make every effort to promptly notify the City and County of any problems in the areas adjacent to County property or the access road to County property. Neil Jaquet & Mark Nienhueser SUP-05-04 extension 10. The applicant shall make every effort to promptly notify the City and County if field conditions differ from what was stated in the geotechnical engineering study in a way that may impact the safety of the project. 11. The applicant shall expose the cut slope for the shortest period of time practical and shall recompact the new fill as quickly as practicable. 12. Should damage occur to the County's property, the applicant will make the necessary repairs to bring the property back to the condition prior to the damage occurring. 13. The applicant shall make every effort to promptly notify the City and County if events warrant barricading either the Youngfield Service Road or the TMAC parking lot. The decision to barricade the TMAC parking lot shall be the County's decision. 14. The applicant shall notify the County when a request for extended hours of operation is submitted to the City if the operation is adjacent to County property. The extension to SUP-05-04 is hereby granted, and shall expire on November 9, 2006. I/ cc Alan C. White, AICP Date Community Development Director Neil Jaquet & Mark Nienhueser SUP-05-04 extension 15:16 FROM:WATER RESOURCES 3032773833 TO:3034314028 P.2/2 October 21, 2005 Matt Cook CBc Golden, Colo 80401 This letter is notify the City of Wheat .Ridge that the Bayou Ditch Assoc. has reviewed the plans for filling the gravel pit at 58 h and 170, we see no problem with the plans that Coors has proposed. It appears that this project will have no effect on the Bayou Ditch or Its right-a-way. The only concern we have is that upon filling the gravel pit that the Ditch is kept clean, If for any reason the Ditch needs to be cleaned while or after the filling ptbcess that the Contrahel expo sible. *tor Bayou Ditch Assoc cc City of Wheatridge Co. . Community Development 7500 West 29th Avenue The City of Wheat Ridge, Colorado . 80033 Wheat Telephone 303/235-2846 Ridge FAX 303/235-2857 June 8, 2005 Cabela's Retail Inc. Attn: Dennis Armstrong One Cabela Dr. Sidney, NE 69160 Dear Mr. Armstrong: Please be advised that at their meeting of May 9, 2005, City Council approved your request for an Amended Special Use Permit for property located west of I-70, south of Highway 58 and north of West 32nd Avenue with the following findings: 1. The request will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood of the proposed use. 2. The request will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics of the proposed use. 3. The request will not adversely affect the adequate light and air, nor cause significant air, water, or noise pollution. 4. The request will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. 5. The request is appropriately designed to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent properties. 6. Will not overburden the capacities of the existing streets, utilities, parks, schools and other pubic facilities and services. 7. The applicants have complied with the conditions of approval of the previous SUP. 8. The applicants have demonstrated the ability to continuously meet the conditions of approval. With the following conditions: 1. The applicants shall adhere to the performance standards as listed in Section 26-623.C.2 of the Zoning and Development Code, with the following exceptions: a. Hours of operation shall be limited to 7:00 a.m. to 9:00 p.m., Monday through Saturday, except for April 15 to May 15, where work will be allowed on Sundays. b. For areas within 200 feet of residential properties, the hours of operation shall be limited to 7:00 a.m. to 7:00 p.m. C. Fencing at a height of 48 inches shall be permitted. d. The 30-foot setback shall not apply to the west, north, and east property lines of the added area. The 30-foot setback shall remain a requirement along the south property line of the previously approved area. 2. A community notification process established for questions and complaints regarding the operation shall continue to be maintained. Cabela's Retail Inc. Page 2 June 8, 2005 3. There shall be no explosive devices used for the demolition or excavation of material. 4. The applicants shall comply with the conditions of state permits regarding water and air quality, and mining and reclamation 5. The applicants shall continue to implement the City-approved noise abatement plan. 6. All access to the site shall be from McIntyre Street. 7. The grant of use shall be to the applicants and may not be inherited. 8. Violations of any of the above conditions may be grounds for revocation of the special use permit. 9. The applicant shall make every effort to promptly notify the City and County of any problems in the areas adjacent to County property or the access road to County property. 10. The applicant shall make every effort to promptly notify the City and County if field conditions differ from what was stated in the Geotechnical Engineering Study in a way that may impact the safety of the project. 11. The applicant shall expose the cut slope for the shortest period of time practical and shall re- compact the new fill as quickly as practicable. 12. Should damage occur to the County's property, the applicant will make the necessary repairs to bring the property back to the condition prior to the damage occurring. 13. Note # 22 on the cover sheet for the SUP shall be modified to address damage to utilities and any pavement failure on the County property that can be clearly demonstrated to have been caused by the excavation. Remove the word excessive. 14. The applicant shall make every effort to promptly notify the City and County if events warrant barricading either the Youngfield Service Road or the TMAC parking lot. The decision to barricade the TMAC parking lot shall be the County's decision. 15. The applicant shall notify the County when a request for extended hours of operation is submitted to the City if the operation is adjacent to County property. Enclosed is a copy of the minutes stating the Council's decision. Please feel free to contact meat 303-235-2846 if you have any questions. Sincerely, Kathy Field Administrative Assistant Enclosure: Special Use Permit Draft of Minutes cc: Coors Brewing Co. Attn: Neil Jaquet P.O. 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Page -4- Motion by Mr. Schulz to continue this item until such time as the Council and Board of Adjustment can hold a joint study session, to include a briefing to the Board regarding the strategic plan, and any related Neighborhood Revitalization Study team recommendations; seconded by Mrs. Adams. Substitute motion by Mr. DiTullio to approve Council Bill 05-2005 (Ordinance No. 1343) on second reading and that it take effect immediately upon adoption; seconded by Mrs. Sang; tied 4-4; Mayor broke the tie by voting no. Motion failed 5-4 with Councilmembers Stites, Sang, DiTullio, and Gokey voting yes. Motion to amend by Mr. Gokey to bring the item to the next study session and to then proceed to the next City Council meeting; seconded by Mr. DiTullio; carried 7-1 with Mr. Stites voting no. Original motion as amended carried 5-3 with Councilmembers Stites, DiTullio, and Sang voting no. Recess called at 8:15 p.m. PRAFT The meeting reconvened at 8:30 p.m. Item 3. PUBLIC HEARING ON A REQUEST FOR APPROVAL OF AN AMENDMENT TO A SPECIAL USE PERMIT FOR PROPERTY LOCATED WEST OF 1-70, SOUTH OF HIGHWAY 58 AND NO WEST 32ND AVENUE. (Case No. SUP-05-04/Cabela's and Coors) Mayor Cerveny opened the public hearing. RTH OF Item 3 was introduced by Mr. Stites. Alan White was sworn in and presented the staff report. He submitted the case file and packet materials, zoning ordinance and digital presentation for the record. Caro/ynne White, Land Use Counsel for Cabela's, was sworn in and testified on behalf of the joint applicants of Coors and Cabela's. She stated that it is the applicants' belief that granting the two amendments to the Special Use Permit would not violate any of the previous conditions of the permit or the nine criteria for the process. Neil Jaquet, Director of Water Resources and Real Estate for the Coors Brewing Company, Golden, Colorado, was sworn in and testified on behalf of the applicant. He related the gravel mining operations that used to take place on this property. CITY COUNCIL MINUTES: May 9, 2005 Page -5- Don DeDecker, 4005 Lee Circle, was sworn in and testified in support of the Council in approving the annexation of this property and this project and asked for approval of these amendments. Kate Newman, Planner for Jefferson County Planning and Zoning Division,.was sworn in by the Mayor. She read their letter from May 9, 2005, which is in the Agenda Packet. Cal Johnson, 4255 Everitt Street, was sworn in and asked for a favorable vote for this proposal. Jean Fields, 3270 Fenton, was sworn in and testified in support of the project as a needed and great opportunity. Janice Thompson, 12290 W. 42nd Avenue, was sworn in and stated her support for this item. She thinks this project will support and enhance the property and the greenbelt and feels that this is a quality development and has brought attention to the problems with the highway system in the area. Alan Clayborn, of Kumar and Associates, was sworn in and answered questions from Council regarding the geotechnical issues for the special use permit. Mark Nienhueser, Director of Construction for Cabela's, answered questions from Council on negotiations with Jefferson County regarding the Table Mountain Animal Shelter. Mayor Cerveny closed the public hearing. ~ IR Motion by Mr. Stites to approve Case No. SUP-05-04 with the following findings: 1. The request will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood of the proposed use. 2. The request will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics of the proposed use. 3. The request will not adversely affect the adequate light and air, nor cause significant air, water or noise pollution. 4. The request will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. 5. The request is appropriately designed to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with. adjacent properties. CITY COUNCIL MINUTES: May 9, 2005 Page -6- 6. Will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. 7. The applicants have complied with the conditions of approval of the previous SUP. 8. The applicants have demonstrated the ability to continuously meet the conditions of approval. T With the following conditions: 1. The applicants shall adhere to the performance standards as listed in Section 26- 623 C 2 of the Zoning and Development Code, with the following exceptions: a. Hours of operation shall be limited to 7:00 a.m. to 9:00 p.m., Monday through Saturday, except for April 15 to May 15, where work will be allowed on Sundays. b. For areas within 200 feet of residential properties, the hours of operation shall be limited to 7:00 a.m. to 7:00 p.m. c. Fencing at a height of 48 inches shall be permitted. d. The 30-foot setback shall not apply to the west, north, and east property lines of the previously approved area and to all property lines of the added area. The 30-foot setback shall remain a requirement along the south property line of the previously approved area. 2. The community notification process established for questions and complaints regarding the operation shall continue to be maintained. 3. There shall be no explosive devices used for the demolition or excavation of material. 4. The applicants shall comply with the conditions of state permits regarding water and air quality, and mining and reclamation. 5. The applicants shall continue to implement the City-approved noise abatement plan. 6. All access to the site shall be from McIntyre Street. 7. The grant of use shall be to the applicants and may not be inherited. 8. Violations of any of the above conditions may be grounds for revocation of the special use permit. 9. The nine itemized issues listed in the letter dated May 9, 2005 from Nanette Neelan, Jefferson County, shall be addressed to the satisfaction of the applicant and the Director of Community Development. Seconded by Mr. DiTullio; carried 8-0. Page 1 of 1 Alan White From: CWhite@BHF-Law.com Sent: Monday, May 23, 2005 8:50 AM To: Alan White Cc: neil.jaquet@coors.com; mark.nienhueser@cabelas.com; krhodes@cabelas.com; mikep@projectoneis.com; bwillis@martinmartin.com Subject: Small proposed wording changes in SUP conditions Alan - We have a few proposed suggestions: Instead of condition 6, on page 2, may I propose this: All access to the site for mobilization and demobilization of grading equipment for the mass grading activity shall be from McIntyre Street. F Condition 10, on page 2, U~" 0 The applicant shall make every effort to promptly notify the City and County if field conditions differ from what was stated in the Geotechnical Engineering Study in a way that may impact the safety of the project. Finally, condition 13 on page 2 states that "Note 22 on the SUP shall be revised Do you need us to revise and submit an additional 20+ copies of the entire application, or of that page only? And if that page only, do you need 20 copies, or will one suffice? We appreciate the opportunity to review these, and apologize for taking a few days to get back to you. Is there any possibility that the permit could be issued and the contractor begin work today? Thanks, Carolynne Carolynne C. White Brownstein Hyatt & Farber, P.C. 410 Seventeenth Street Twenty-Second Floor Denver, Colorado 80202-4437 cwhite§bhf-law.com T 303.223.1197 F 303.223.0997 STATEMENT OF CONFIDENTIALITY & DISCLAIMER The information contained in this e-mail message is attorney privileged and confidential information, intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copy of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone 303.223.1100 or reply by e-mail and delete or discard the message. Thank you. Although this e-mail and any attachments are believed to be free of any virus or other defect that might affect any computer system into which it is received and opened, it is the responsibility of the recipient to ensure that it is virus free and no responsibility is accepted by Brownstein Hyatt & Farber, P.C. for any loss or damage arising in any way from its use. 6/7/2005 2390 South Lipan Street Kumar & Associates, Inc. +.~1 q40~C J Denver, CO 80233 MAY 2005 GeolechnicalandMa[enals Engineers phone. (303) 742 9700 and Environmental Scientists: fax: (303) 742-9666 _ e-mail: kadenver@kwnarusa.com www:kumarusa.com Office Locations: Denver, Colorado Springs, Fort Collins, Colorado May 17, 2005 Branch Office: Pueblo, Colorado Mr. Mark Nienhueser , Cabela's One Cabela Drive Sidney, Nebraska 69160 Subject: Additional Evaluation*.of the. Potential for Cabela's,Site Grading Activities to Impact TableMountain Animal Center-Property, Northeast-Corder-,'of. Protto§ed Cabela' Site,=Near, t 70 andClaar,.. = >roraao Dear N This LIE potent develo proper addres April < Count', for the Decerr that:: ~ , Board of County Commissioners Jim Congrove District No. 1 J. Kevin McCasky District No. 2 Dave Auburn District No. 3 May 9, 2005 City of Wheat Ridge Alan White, Community Development Director 7500 W. 29th Avenue Wheat Ridge, CO 80033 Dear Mr. White: Thank you for having Cabela's address our April 22, 2005 letter about the Amendment to the Special Use permit. On April 25, 2005 Jefferson County requested additional information from the applicant's engineer to ensure that any slope failure within the 30-foot setback would not damage county property or impede access to county property. The County asked for the Geotehnical Engineering Study's input parameters to verify that the study took into account load surcharges due to the parking area at the animal shelter and variability of the fill material, as well as the gas, sewer, and aerial electric line utilities near the property boundary. We received the data on May 6, 2005. Due to the delay in response, the County's geologist only had one day to review the information. The County had wanted to conduct a through review. We had wanted to come to City Council completely assured that our property and operations would not be inadvertently harmed. But, we were we not given the chance. Hence: - The County would like to be notified- immediately- of any problems in the areas adjacent to County property or the access road to County property. - The County would like to be notified- immediately- if field conditions differ from what was stated in the Geotechnical Engineering Study so we can perform our own analysis. - The County would like to verify the cut slope depicted on Cross Section B will be 2:1, not the 1.5:1 as shown. - The County would like, given the relatively low factors of safety, commitment that the cut slope will be exposed for the shortest possible period of time. Once the existing fill is removed, the moisture-conditioned material should be re-compacted as quickly as possible to stabilize the slope. 100 Jefferson County Parkway, Golden, Colorado 80419 (303) 279-6511 http://jeffco.us Alan White, Community Development Director City of Wheat Ridge April 22, 2005 Page 2 The County would like reassurance- on the record- that in the event that damage does occur, the applicant and the City will make the necessary repairs to its existing condition. The County would like Note #22 revised (The contractor shall immediately fix any excavation, or excessive pavement failure caused by the project, and shall properly barricade the site until construction is complete...) to specifically address utilities and pavement failure within adjacent property (including CDOT property) and delete the word "excessive." The County must be pre-notified and involved in any plans/discussions to barricade the site in the event of pavement failure. Access to County property cannot be barricaded due to contract obligations with other jurisdictions. To further ensure public protection and county operations, The County requests that the City obtain our approval, or at least consult us, before any request for extended hours is granted by the City for grading in areas near County Property. Finally, the County would like a commitment from the applicant and City that our questions and/or requests for additional information will be answered quicker so that we will have enough time to complete through reviews. The County also continues its objection to approval of the special use or the amendment to the special use without review by both the City Council and the Planning Commission. There is not statement in the Wheat Ridge Code providing that Section 26-623 C of the Wheat Ridge Code has been superceded by Ordinance 1291. Section 26-623 is specific to special use permits for excavation and requires mandatory review by the City Council and the Planning Commission. I can be reached at 303-271-8475. Since ely, Nanette Neelan Assistant County Administrator CC: Board of County Commissioners Patrick Thompson, County Administrator Randy Young, City Manager MAY. 9. 2005 11:20AM KUMAR & ASSOCIATES INC N0. 618 P. ' 2390 South Lipan Street Denver, 80223 Kumar & Associates, Inc. phone: ; (30 (303) 74 7429700 Geotenhr ical and Materials Engineers fax; (303) 742-9666 and Environmental Scientists a ma i kadenver@kumarumcom www.k-amwusa.com May 6, 2005 Mr. Pairick O'Connell Engineering Geologist Jefferson County 100 Jefferson County Parkway Golden, Colorado 80419 71 Daw e ~ s cost-il°f2% Note 76 s p g TO From Co/r)aP 00' Phone 0 Phone # Fax a Pax S Subject: Temporary Excavation Slope Stability Evaluation, Vicinity of-Table: Mountain Animal Center, Northeast Corner of Proposed Cabala's Site, Near 1-70 and Clear Creek, Wheat Ridge, Colorado Project No. 04-1-400 Dear Mr. O'Connell: In response to your letter dated April 25, 2005, this letter transmits stability analysis input parameters and output data for slope stability analyses conducted for planned temporary excavation slopes in the vicinity of the Table Mountain Animal Center (TMAC) building near the northeast corner of the proposed Cabala's project. Attached please find a plan view and cross-sections showing the proximity of the proposed Cabela's building to the TMAC. Note that the closest point of the proposed building to the property line, depicted by Section A-A, is the a that scenario from the standpoint of temporary excavation stability. P location would not impact the TMAC building. Section 6-B shows the proximity of the temporary excavation to the TMAC building, A 2:1 temporary slope is currently planned at that location rather than the 1.5:1 slope shown. The cross-sections show the clayey fill materials exposed in the slope by crosshatching. Since the location of the natural sand and gravel has not been confirmed by subsurface exploration, the conservative assumption was made that all of the subsoil governing slope stability consists of the relatively weak clay fill materials with 0=28° and c=100 psf above ground water and 0=250 c=100 psf below ground water. These values account for variability in strength. In reality, we believe that natural sand and gravel with high shear strength occupies the approximate zone shown on the cross-sections. That is supported by Coors' account of mining operations and aerial photos from the 1970's and early 1980's. Attached are slope stability analysis input and output data showing a slope stability factor of safety of approximately 1,1 for shallow failure surfaces within the clayey fill slope within the Cabela's property boundary, for a 1.5:1 (horizontal:vertical) slope. An analysis is also included to show a factor of safety of approximately 1.8 for a failure surface that could influence the TMAC building. Surcharge of the parking lot is inconsequential to the analysis results due to the height of the slope. Surcharge of the TMAC building will have no effect because the critical failure surface for any failure surface potentially impacting the building (the surface with a Jefferson County May 6, 2005 Page 2 factor of safety of 1.8) falls outside.the building. A factor of safety of nearly 1.3 is indicated for a shallow failure in's 2:1 temporary slope at Section B-8. The actual slope stability factors of safety are probably significantly higher due to the presence of the sand and gravel material. Please keep in mind that the nearly vertical temporary excavation slopes were left open for many months to years ,during mining activities, and we understand there were no slope stability problems at that time. Both the present condition and the proposed temporary excavation,. condition are more stable configurations than existed during mining operations, From an excavation stability standpoint, our primary concern is shallow slumps in the clay fill slope that could be a safety concern for workers on the Cabala's site. Based on our understanding of subsurface conditions, we. believe it is unlikely that any slope slumping would impact off-site facilities. The portion of the TMAC site most at risk from a stability failure would be the far southwest comer of the parking lot, where it is relatively near the steepest planned excavation slopes. That area is fenced off and not accessible to the public. There is an extremely low probability that slope instability would have any effect on the TMAC building. Based. on discussions with Kiewit, the contractor performing the work, the temporary condition resulting in relatively low slope stability factors of safety will exist for a duration of 3 to 6 weeks. They will contact Jefferson County or TMAC personnel prior to commencing with the work. If you have any questions or if we can be of further assistance, please contact us. Sincerely, KUMAR & ASSOCIATES, INC. Alan F. Claybourn, P.E. AFC/mj Attachments cc: Jefferson County, Attn: Nanette Neela. Cabela's, Attn: Mr. Mark Neinhueser Project One, Attn: Mr. Mike Palumbo book, file QWOiwwuaM ~npaWairyvav mwmaem\MrMhNWam\Ga-1m0.a1p91.aw v - Kumar i°-socat81~ WVOb II SOO'6 'AVW ON ONI ShVIOOSSV i PhD EXIST, ASPHALT EDGE OF 11 YOUNGFIELD SERVICE ROAD ASPHALT PARKING JEFFERSON COUNTY ANIMAL SHELTER W U I SCALE: 1"=100' 93.06' r II. 1V P ; ~ i V ! ; PROPERTY D p ~LINE 43.16'" 16.46" TOE OF 71.88 _ _ STRUCTURAL - .16' 4FILL PRISM, 1~ I MIN. ENVELOPE /O'/ 106.30' ~OI I \ 1 STRUCTURAL FILL PRISM 01 XIST. EDGE OF ! 0, \ YOUNGFIELD I SERVICE ROAD I / ASPF~LT EDGE ! 311 'I I I MIN. AREA OF EXIST \ f I \ \ 89.5 ! \ FILL REMOVAL \ II / 117.87' O II / PROPOSED CABELA'S BUILDING EXTERIOR ' I / WALLS F.F.E.=5441.44 86 / C 112.27' I 12 > I / IN I f / of l 80' MIN. AREA OF 40' EXIST FILL 20' 55.90 J REMOVAL !D 1 \ MIN, AREA OF 40' - 83.99' I ! \ EXIST FILL /j 35' REMOVAL ` 80, y// I I /EXIST. EDGE OF ASPHALT I TOE OF STRUCTURAL FILL PRISM STRUCTURAL" FILL PRISM J • MARTIN / MAFtTI N C//'\ II•.•J( p^ELt pH'S CONSULT1Np ENGINEERS MARCH 04, 2005 6 'd U9 'ON DNI S3IVIOOSSd i PhD NVR:ll S006'6 'AVA. MAY, 9. 2005-11:21AM-KUMAR & ASSOCIATES INC N0. 618-P. m a~ n ~ m ~ a n v ~ A y O Z n o° mo cy_ o° _z z u+ ° i v az o° A a~ -r iv p ooh O l l -V24 a? u ' , K 3 2312"'{- F o 901` s OZ ~Ym ~ n^9 i Z ZK2 2 n S O y R <NYOy nN0 N ~l w rt IMos ~ 0 A 1 .10 OA \ n\' VI Y M °z m 1 O 3 a rz? bN OKC mn^ e:nn o3 AMW 2 L cif On i y Q ipv y? v_.• u. p °epo°v i 3 ~ a i c P a n" Z v i m O gti9 9 O '9y i C e O Z A a 0 m 9 0 N 0 T Nm ~o 9a oa: 0 Z 'o A_O ~C ~n Y. 9.2005 11:21AM_KUMAR & ASSOCIATES I S ~N y 'N N UI cl) I'M O 0 n D D m rm D x N D ~ D -gyp O OZ M M O Z W O C ~ O O _z Z 0 O D Z 00 2 mC£mb, m A 13 9 C 0 on tau'm" Z Z fi my m ~ o O 0° 0 13 m z D m m +ri 0 m N Y PT N n $ z m a ~ O > O m mrz¢z (A :E ~ M j m A ZZ -c y -o m~YOa h C G N Z n zmo ,wa-c)m MEI) Z om to cn U ~ DO c Z m D a m m~~K m 0 0 a N 0 z A I 0 0 d n s 0? v D N mi O m ~ O ~m O74 74 m~ ,Tro m O Z ~ D m r O K K. M AN gz Z r Ors -+1. mDm u z A n O a 0 m VI \ ! 0. 618-P. z H K Z m A J M m O z S s 0 ~ m O inmp v m r m v + Z > m oO~o 0 2 z v m + 0 O ~ y Oro r mo c a A m D r OKM O { r 5 LA ~zz n O y Q _ Oo;o z n ~ v 0 a rn C, m tr- r O M I m 0 X ~ y Q m -d za ~v Dm ~C v z n ti MAY. 9.2005 11:22AM KUMAR & ASSOCIATES INC Y-AXIS (feet) O ~ _ ~ p O O of O 0 O V O X I D X V c ~ c CD CD U C C C C 6 NO. 618 P. 6 N N O ~ O O v V) rn m Cn I 0 w I a p D CC) A o o o I Cn U) CD 0 n D n Q rn • Q n CD N Z C W U7 0 u 0 U7 I I N C3~ a PROFIL TABC-Sec A/1.5:1 6 4 .0 100.0 100.0 100.0 156.0 118.0 200.0 148.0 156.0 118.0 100.0 100.0 SOIL 3 FILE: CABBASEI 5-05-** 14:30 100.0 100.0 3 156.0 118.0 2 200.0 148.0 1 300.0 148.0 1 300.0 118.0 2 300.0 100.0 3 28.00 25.00 28.00 120.0 125.0 100.0 120.0 125.0 100.0 125.0 130.0 2000.0 WATER 1 62.40 4 .0 100.0 100.0 100.0 156.0 118.0 300.0 118.0 CIRCL2 10 10 50.0 15 0.0 50.0 .0 L 'd 8l9 'ON 150.0 .0 000 000 000 250.0 .0 .0 1 .0 1 .0 0 ft Al S31VIDOSSV' PAD Wdbb ll Soob'6 'AAA XSTABL File: CABBASEI 5-05-** 14:30 Y X S T A B L * * Slope Stability Analysis * using the * Method of Slices * * * Copyright (C) 1992 - 96 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. * * All Rights Reserved * * * Ver. 5.200 96 - 1301 Problem Description : TABC-Sec A/1.5:1 SEGMENT BOUNDARY COORDINATES 4 SURFACE boundary segments Segment x-left y-left x-right y-right soil Unit No. (ft) (ft) (ft) (ft) Below segment 1 .0 100.0 100.0 100.0 3 2 100.0 100.0 156.0 118.0 2 1 3 156.0 118.0 200.0 148.0 1 4 200.0 148.0 300.0 148.0 2 SUBSURFACE boundary segments segment x-left y-left x-right y (ig)t gesoilSUnit No. (ft) (ft) (t) 1 156.0 116.0 300.0 118.0 2 2 100.0 100.0 300.0 100.0 3 ISOTROPIC Soil Parameters 3 Soil unit(s) specified Water soil unit Weight Cohesion Friction Pore Pressure unit Moist Sat. Intercept Angle Parameter Connsstant Surface No. (pcf) (pcf) (psf) (deg) .0 1 1 120.0 125.0 100.0 28.00 .000 8 'd E9'ON X ShVI3MV' HNU W Z:ll §OOZ'6 'ANN - 2 120.0 125.0 100.0 25.00 _000 _.0 1 0 0 3 125.0 130.0 2000.0 28.00 1 water surface(s) have been specified unit weight of water = 62.40 (PCf) Water Surface No. 1 specified by 4 coordinate points PHREATIC SURFACE, point x-water Y-water No. (ft) (ft) 1 .00 100.00 2 100.00 100.00 3 156.00 118.00 4 300.00 118.00 A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 100 trial surfaces will be generated and analyzed. 10 Surfaces initiate from each of 10 points equally spaced along the ground surface between and x _ 150.0 ft 150.0 ft Each surface terminates between X = 250.0 ft Unless further limitations were imposed50t0eftinimum elevation at which a surface extends is Y * * * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL * * * * * 5.0 ft line segments define each trial failure surface. - - - - - - - - - - - - - - - - ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by 6 'd M'ON ONI S31VIOOSSV' MD NVU:ll RN'6 'AVN -45.0 degrees Lower angular limit : Upper angular limit (slope angle - 5.0) degrees WARNING 48) WARNING WARNING WARNING *#'A'**'A'>'**tM*#'A'~**'k**4*#*0[**Y**'x'K*****Y.:t********-k*****KF*WK:*'k F*vY 'k*#Y[*#'k** Negative effective stresses reported for casesdwherehslices have lowoself This warning is usually ly In such weight and a relatively high "c" Shear strength parameter- value. cases, this effect can only be eliminated by reducing the "c" Mf**fVW**fFd#*'K*#WF*aF***K**RR**K**fMF**K*#KF#W*****K#*K**K**F*****'A'**'kF**F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - zero . tan strength greater USER SELECTEDoption-to-main ----------------------than- Factors of safety have been calculated by the : K * * * * SIMPLIFIED BISHOP METHOD S ~t• e~ e A 9 ~i r The most critical circular failure surface is specified by 18 coordinate points Point x-surf y-surf (ft) No. (ft) 1 138.89 112.50 2 143.83 111.72 3 148.81 111.34 4 153.81 111.37 5 156.79 111.81 6 163.72 112.64 7 168.57 113.87 8 173.30 115.50 9 177.88 117.50 10 182.29 119.86 11 186.49 122.57 12 190.45 125.62 13 194.16 128.98 14 197.58 132.62 15 200.70 136.53 16 203.48 140.68 17 205.92 145.05 18 207.28 148.00 lified * BISHOP FOS 1.126 = Simp The following is a summary of the TEN most critical surfaces Ol 'd E VON ONI ShVI30SSV N WD NV66:k SOOb'6 'AVN Problem Description : TABC-Sec A/1.5:1 FOS Circle Center Radius Initial Terminal ord - Resisting Moment (BISHOP) x-coord y-coord (ft) x-coord (ft) co x (ft) (ft-lb) (ft) (ft) 1 126 1 150.96 172.94 61.64 138.89 207.28 21 196 2.661E+06 2.177E+06 . 2. . 1.132 148.62 152.27 48'09 138 65 1127,78 05.56 . 205.29 4.890E+06 3. 1.182 101.94 240.39 04 212 . 103.96 127.78 222.84 7.039E+06 4. 5 1.197 282 1 140.99 129.79 . 246.97 138.06 127.78 226.01 70 185 8.821E+06 4.699Er05 . 6. . 1.326 155.05 147.83 88 239 32.16 137.77 150.00 116.67 . 249.04 1.803E+07 7. 1.367 377 146.40 19 135 . 136.10 35.89 116.67 169.95 8.352E+05 438E+05 4 8. 9. 1. 1.402 . 139.41 140.64 33.78 127.78 56 105 170.63 234.38 . 2.150E+07 10. 1.414 69.98 403.69 303.99 . * * * END OF FILE * * * Y,.S l[ 'd MU ONI ShVIOOMS ab'M WVZZ k SOOZ'6 'AVA r le M d' I O 1 N w m m N M 00 cn L co a Z 0 vi ~ U m N L. 6 0 4m- U M U U U ~ Ln 0 0 U E m Q ~ 6l A 9l9 'ON ONI S31VIOOSSV i MD (D 7 7 n N N 0 o V) N X a x O LA r 0 0 0 Lo O AVH:: l SOH,6 AM 13 r~ F~ LOS O ~ O v to V/ P N V (1991) SIX/-~ f PROFIL TABC-Sec B for Building FOS 6 4 0 100.0 100.0 100.0 100.0 156.0 156.0 118.0 200.0 200.0 148.0 300.0 156.0 116.0 300.0 100.0 100.0 300.0 SOIL 3 120.0 125.0 100.0 28.00 120.0 125.0 100.0 25.00 125.0 130.0 2000.0 28.00 WATER 1 62.40 4 .0 100.0 100.0 100.0 156.0 118.0 300.0 118.0 CIRCL2 10 10 265.0 50.0 150.0 0 50.0 .0 f11 t~ II 1 ~s S l 'd M 'ON FILE: CABBASE2 5-05-** 14:34 100.0 3 118.0 2 148.0 1 148.0 1 118.0 2 100.0 3 000 000 000 300.0 .0 .0 1 .0 1 .0 0 fL ONI SHVIOOSSV i HAD WVU:ll S00 '6 'AVW XSTABL File: CABBASE2 5-05-** 14:34 x***xxx**xx*xxxx*:*xxxxx***:x**********xx* * X S T A B L x * Slope Stability Analysis * using the * Method of Slices x * Copyright (C) 1992 - 96 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. * * * All Rights Reserved * * * Ver. 5.200 96 - 1301 :*xxxxxx**xxxxxxxxx**xx**:******xx**xxxx*x 4 SURFACE boundary segments Problem Description : TABC-Sec B for Building FOS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEGMENT BOUNDARY COORDINATES Segment x-left y-left x-right No. (ft) (ft) (ft) 1 .0 100.0 100.0 2 100.0 100.0 156.0 3 156.0 118.0 200.0 4 200.0 148.0 300.0 y-right soil Unit (ft) Below Segment 100.0 3 118.0 2 148.0 1 148.0 1 2 SUBSURFACE boundary segments segment X-left y-left x-right No. (ft) (ft) (ft) 1 156.0 118.0 300.0 2 100.0 100.0 300.0 y-right soil unit (ft) Below Segment 118.0 2 100.0 3 ISOTROPIC Soil parameters 3 Soil unit(s) specified soil unit Weight Cohesion Friction Pore Pressure Parameter Constant water Surface Unit Moist Sat. f) Intercept sf) ( Angle (deg) RU (psf) No. No. (pcf) (pc P 1 120.0 125.0 100.0 28-00 .000 .0 1 til 'd 219'ON ONI SHVIDOSSV I PhD AVE:11 SOOZ'6 'AVN 2 120.0 125.0 100.0 3 125.0 130.0 2000.0 25.00 .000 .0 1 28.00 .000 .0 0 1 Water surface(s) have been specified Unit weight of water = 62.40 (pcf) water surface No. 1 specified by 4 coordinate points pHREATIC SURFACE, Point x-water y-water No. (ft) (ft) 1 .00 100.00 2 100.00 100.00 3 156.00 118.00 4 300.00 118.00 A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 100 trial surfaces will be generated and analyzed 10 Surfaces initiate from each of 10 points equally spaced along the ground surface between x = 50.0 ft and x = 150.0 ft Each surface terminates between x = 265.0 ft and x = 300.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = 50.0 ft DEFAULT SEGMENT LENGTH SELECTED BY XSTABL * * * * x 5.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by : Sl 'd 83'ON 31 S31VI30SSV I ONO WVR::I 5006'6 'AVW Lower angular limit -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * SIMPLIFIED BISHOP METHOD * * * " The most critical circular failure surface is specified by 39 coordinate points Point x-surf y-surf NO. (f t) (ft) 1 105.56 101.79 2 110.55 102.01 "f 3 115.54 102.29 4 120.53 102.62 5 125.52 103.02 6 130.50 103.47 7 135.47 103.98 8 140.44 104.55 - 9 145.40 105.18 10 150.35 105.86 11 155.29 106.61 12 160.23 107.41 13 165.16 108.26 14 170.07 109.18 15 174.98 110.15 16 179.87 111.18 17 184.75 112.27 'i 18 189.62 113.41 19 194.47 114.61 20 199.31 115.86 2 204.14 117.18 2 208.94 118.55 23 213.74 119.97 24 218.51 121.45 25 223.27 122.99 26 228.01 124.58 ' 27 232.73 126.23 28 237.43 127.93 29 242.12 129.68 30 246.78 131.49 31 251.41 133.36 32 256.03 135.28 33 260.63 137.25 34 265.20 139.28 35 269.74 141.36 36 274.27 143.49 37 278.77 14s.67 283.24 147.91 •i 39 283.41 148.00 9l 'd 919'ON )NI S31dI00SSN i HAD NVH:ll SOH'6 'AM Simplified BISHOP FOS = 1.832 The following is a summary of the TEN most critical surfaces Problem Description : TABc-Sec B for Building FOS FOS circle center Radius Initial Terminal Resisting (BISHOP) x-coord y-coord x-coord x-coord moment (ft) (ft) (ft) (ft) (ft) (ft-lb) 1. 1.832 89.13 530.34 428.87 105.56 283.41 6.869E+07 2. 1.928 44.03 661.11 560.48 116.67 269.54 6.465E+07 3. 2.004 183.14 216.15 112.70 138.89 272.89 2.075E+07 4. 2.117 4.67 922.14 826.53 105.56 294.25 1.304E+08 5. 2.136 180.82 250.63 144.36 138.89 282.34 2.697E+07 6 2.152 182.91 221.97 110.89 150.00 265.50 1.604E+07 . 7 2.156 156.91 365.19 257.92 127.78 296.00 4.975E+07 . 8. 2.162 171.73 313.84 209.57 127.78 299.84 4.600E+07 9 2.217 157.34 377.69 270.38 127.78 299.99 5.389E+07 . 10. 2.258 146.36 425.34 316.95 127.78 299.78 5.987E+07 * * * END OF FILE * * * ~a J' s } S d f J L l 'd 919 'ON ONI shvloOSSH'8 MU MH: l SOU'6 'AM 0 0 D M R 0 w w N a m m U r N Y II V^ / 0 Li CL O 2 Cn m Z m V V i N V U m ~ L U U m 0 U E m a o 9[ 'd M 'ON 0NI S]iVIOOSSV i MD O Ln M O Q M O Lo N 4- 0 4- O i O V) N - x 1 x O Lo r O O r O Lo 0 A06: k l S006'6 'hVW to O Oo O O O Lo _ N N 0861) SIXV-,l PROFIL TABC-Sec B/ 2:1 6 a_ .0 100.0 100.0 100.0 100.0 156.0 156.0 118.0 216.0 d 216.0 148.0 300.0 156.0 118.0 300.0 100.0 100.0 300.0 SOIL 3 fifi 120.0 125.0 100.0 28.00 3i 120.0 125.0 100.0 25.00 125.0 130.0 2000.0 28.00 WATER 1 62.40 4 .0 100.0 100.0 100.0 156.0 118.0 300.0 118.0 CIRCL2 10 10 50.0 150.0 50.0 .0 i 6[ 'd 8l9 'ON 150.0 .0 FILE: CABBASE3 5-05-** 14:36 ft 100.0 3 118.0 2 148.0 1 148.0 1 118.0 2 100.0 3 .000 .0 1 .000 .0 1 .000 .0 0 250.0 .0 ONI shvloOSSd' MD W Z:ll SM'6 'AVA s XSTABL File: CABBASE3 5-05-** 14:36 zzzzzzz*******z***zzzzzzz******zzzz******* * X S T A B L * * g * Slope stability Analysis r using the * Method of Slices x * * * Copyright (C) 1992 - 96 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. * * All Rights Reserved * * ver. 5.200 96 - 1301 zzzz******zzzzzzzz:**zzzzzzz:+**zz*zz***zz Problem Description : TABC-Sec B/ 2:1 i SEGMENT BOUNDARY COORDINATES I 4 SURFACE boundary segments ' ` Segment x-left y-left x-right y- right soil Unit No. (ft) (ft) (ft) (ft) Below Segment 1 .0 100.0 100.0 100.0 3 2 100.0 100.0 156.0 118.0 2 3 156.0 118.0 216.0 148.0 1 ' 4 216.0 148.0 300.0 148.0 1 2 SUBSURFACE boundary segments Segment x-left y-left x-right y -right Soil Unit No. (ft) (ft) (ft) (ft) Below Segment ; 1 156.0 118.0 300.0 118.0 2 . 2 100.0 100.0 300.0 100.0 3 ISOTROPIC Soil Parameters 3 Soil unit(s) specified Soil Unit Weight Cohesion Friction Pore Pr essure Water Unit Moist Sat. Intercept Angle Pa rameter Constant Surface No. (pcf) (pcf) (psf) (deg) Ru (psf) No. 1 120.0 125.0 100.0 28.00 .000 .0 1 OZ 'd 219'ON AI S31VIOOSSV 1 0ND WVtib ll SOOb'6 'hbW 2 120.0 125.0 100.0 25.00 .000 .0 1 3 125.0 130.0 2000.0 28.00 .000 .0 0 1 water surface(s) have been specified Unit weight of water = 62.40 (pcf) Water Surface No. 1 specified by 4 coordinate points PHREATIC SURFACE, Point x-water y-water No. (ft) (ft) 1 .00 100.00 2 100.00 100.00 3 156.00 118.00 4 300.00 118.00 A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 100 trial surfaces will be generated and analyzed. 10 Surfaces initiate from each of 10 points equally spaced along the ground surface between x = 50.0 ft and x = 150.0 ft Each surface terminates between x = 150.0 ft and x = 250.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = 50.0 ft * * * * * DEFAULT SEGMENT LENGTH SELECTED By XSTABL * * * * * 5.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by : l6 'd 9l9 'ON aNI SHMOSSV i MD W Z:ll SOE'6 'AM Lower angular limit -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD The most critical circular failure surface is specified by 23 coordinate points Point x-surf y-surf No. (ft) (ft) 1 127.78 108-93 2 132.75 108.41 3 137.74 108.14 4 142.74 108.10 5 147.74 108.31 6 152.72 108.75 7 157.67 109.43 8 162.59 110.35 9 167.45 111.51 10 172.25 112.90 11 176.99 114.52 12 181.63 116.36 13 186.19 118.43 14 190.64 120.71 15 194.97 123.20 16 199.18 125.90 17 203.25 128.80 18 207.18 131.89 19 210.96 135.16 20 214.58 138.62 21 218.02 142.24 22 221.29 146.03 23 222.84 148.00 Simplified BISHOP FOS = 1.275 The following is a summary of the TEN most critical surfaces Problem Description : TABC-Sec B/ 2:1 FOS Circle Center Radius initial Terminal Resisting (BISHOP) x-coord y-coord x-coord x-coord Moment (ft) (ft) (ft) (ft) (ft) (ft-1b) 1.275 1 140.99 212.04 103.96 127.78 222.84 5.674E+06 . 2. 1.356 129.79 246.97 138.06 127.78 226.01 6.956E+06 Zb 'd E9 'ON )NI SHMOMS WD WV k SOOb'6 'AVW a 3 1.366 150.96 172.94 61.64 138.89 204.30 1.907E+06 . 4 450 1 155.01 231.10 125.17 127.78 248.59 1.357E+07 . 5 . 459 1 101.94 240.39 138.65 105.56 194.65 3.306E+06 . 6 . 1 473 153.13 140.05 31.01 138.89 182.90 5.955E+05 . 7 . 474 1 70.04 403.50 303.80 105.56 234.38 1.728E+07 . 8 . 503 1 131.49 289.51 180.62 127.78 243.72 1.416E+07 . 9 . 505 1 145.80 263.02 155.14 127.78 249.88 1.538E+07 . 10. . 1.520 138.97 279.86 171.30 127.78 248.30 1.553E+07 * * * END OF FILE * * * Sb 'd M'ON ONI S31VIOOSSV N UND NVS6 ll SOOZ'6 'ANN OF WHEgT 11 EM[ NO: U m REQUEST FOR CITY COUNCIL ACTION ~nLORA~O COUNCIL MEETING DATE: May 9, 2005 TITLE: A REQUEST FOR APPROVAL OF AN AMENDMENT TO A SPECIAL USE PERMIT FOR PROPERTY LOCATED WEST OF I-709 SOUTH OF HIGHWAY 58 AND NORTH OF WEST 32' AVENUE (CASE NO. SUP-05-04/CABELA9S & COORS) ® PUBLIC HEARING ❑ BIDS/MOTIONS ❑ RESOLUTIONS Quasi-Judicial: Yes ❑ ORDINANCES FOR 1ST READING ❑ ORDINANCES FOR 2ND READING No At'~~ 4L Community Development Director EXECUTIVE SUMMARY: City Manager Cabela's and Coors are requesting approval of An amendment to the special use permit previously approved for property located west of I-70, south of Highway 58 and north of West 32"d Avenue. The applicants are requesting to add an area to the area included in the previous permit and within this area are requesting waivers to certain of the established performance standards, and with respect to the previously approved area are requesting a waiver of the 30-foot setback requirement for the west, north, and east property lines. The request was denied administratively due to an objection received during the ten-day public notice period. COMMISSION/BOARD RECOMMENDATION: None. A special use permit request starts as an administrative review. A ten-day public notice period begins during which comments may be submitted in favor of or against the proposal. If any relevant objections are received during the public notice period, the request must be forwarded to City Council for consideration. One objection was received regarding this proposal from an adjacent owner. STATEMENT OF THE ISSUES: The previous approval required the applicants to comply with the performance standards in Section 26-623 (C)(2), with a waiver to the required 72-inch fence height. The approved height was 48 inches. The hours of operation were approved as 7a.m. to 9 p.m. Monday through Saturday, with 1ACabe1as\Cabe1a's SUP\Cabelas SUP Amendment CARdoe work allowed on Sundays between April 15d' and May 15d. In addition, no work was to be performed within 200 feet of residential properties after 7 p.m. The applicants are requesting these waivers within the area to be added to the permit. The code also requires a 30-foot setback along all property lines. The applicants are requesting a waiver to this requirement along all property lines in the area to be added, and along the west, north, and east property lines of the previously approved area. The 30-foot setback will remain along the south property line of the previously approved area adjacent to the residential uses. ALTERNATIVES CONSIDERED: Do not approve the amended special use request. FINANCIAL IMPACT: The City has received a one-time application fee for the land use application. A one-time fee will also be collected for the grading permit. RECOMMENDED MOTIONS: Option A (Approval) "I move to approve Case No. SUP-05-04, a request for approval of an amended special use permit to allow for excavation and deposition of fill material for the property generally located west of I-70, south of Highway 58, and north of West 32nd Avenue, with the following findings: The request will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood of the proposed use. 2. The request will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics of the proposed use. 3. The request will not adversely affect the adequate light and air, nor cause significant air, water or noise pollution. 4. The request will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. 5. The request is appropriately designed to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent properties. 6. Will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. 7. The applicants have complied with the conditions of approval of the previous SUP. 8. The applicant has demonstrated the ability to continuously meet the conditions of approval. I:\CabeWs\Cabela's SUP\Cabelas SUP Amendment CAP.doe With the following conditions: 1. The applicants shall adhere to the performance standards as listed in Section 26-623 C 2 of the Zoning and Development Code, with the following exceptions: a. Hours of operation shall be limited to 7:00 a.m. to 9:00 p.m., Monday through Saturday, except for April 15 to May 15, where work will be allowed on Sundays. b. For areas within 200 feet of residential properties, the hours of operation shall be limited to 7:00 a.m. to 7:00 p.m. c. Fencing at a height of 48 inches shall be permitted. d. The 30-foot setback shall not apply to the west, north, and east property lines of the previously approved area and to all property lines of the added area. The 30-foot setback shall remain a requirement along the south property line of the previously approved area. 2. The community notification process established for questions and complaints regarding the operation shall continue to be maintained. 3. There shall be no explosive devices used for the demolition or excavation of material. 4. The applicants shall comply with the conditions of state permits regarding water and air quality, and mining and reclamation. 5. The applicant shall continue to implement the City-approved noise abatement plan. 6. All access to the site shall be from McIntyre Street. 7. The grant of use shall be to the applicants and may not be inherited. 8. Violations of any of the above conditions may be grounds for revocation of the special use permit. OR Option B (Denial) "I move to deny Case No. SUP-05-04, a request for approval of an amended special use permit to allow for excavation and deposition of fill material for the property generally located west of I-70, south of Highway 58, and north of West 32nd Avenue with the following finding: 1. The criteria for approval of a special use contained in Section 26-114 D, applicable to this request, are not met." Report Prepared by: Alan White Attachments: 1. City Council staff report (with exhibits) BCabela's\Cabela s SUP\Cabelm SUP Amendment CAF.doc u~ofWH~T~~m cOtoeno°.. TO: CASE NO. & NAME: CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT City Council CASE MANAGER: Alan White SUP-05-04/Cabela's DATE OF MEETING: May 9, 2005 ACTION REQUESTED: Approval of an amendment to Special Use Permit 05-01 to add an area to the area previously approved for excavation and deposition of fill, with waiver to three performance standards; and in the previously approved area, to waive the 30-foot setback requirement on the west, north, and east property lines. LOCATION OF REQUEST: A Parcel west of I-70, south of Highway 58 and north of West 32nd Avenue APPLICANT (S): OWNER (S): APPROXIMATE AREA: Cabela's/Coors Same 178.2 acres (48.2 acres new) PRESENT ZONING: Pending COMPREHENSIVE PLAN: Community Commercial (CC) & Business Park (BP) ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Location Map Added Area Previously Approved Are; Csry Council Case SUP-05-04/Cabela's ATTACHMENT 1 Jurisdiction All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. 1. REQUEST The applicants are requesting approval of an amendment to Special Use Permit 05-01 which was approved on February 28, 2005. The property in question is located west of I-70, south of Highway 58 and north of West 32nd Avenue. The amendment consists of the following requests: 1) Add an area of approximately 48.2 acres, located north of Clear Creek, to the 130 acres previously permitted for excavation and deposition of fill south of Clear Creek. For this added area, the applicant is requesting waivers to performance standards for hours of operation, setbacks, and fencing. Fencing and hours of operation are requested to be the same as for the previously approved area. The 30-foot setback is requested to be waived on all property lines for the added area. 2) Waive the 30-foot setback requirement on the west, north, and east property lines of the previously approved area. (See Exhibit 1, Letter of Request). Section 26-623 of the Zoning and Development Code requires a special use permit (SUP) for any deposition or excavation in excess of 20,000 cubic yards. The SUP process starts with a neighborhood meeting. When an application is received, the referral and staff review period and ten-day public notice period begins. During this ten day period, the public is given an opportunity to submit written objections regarding the request. If any relevant objections are received, the application must be forwarded to City Council for consideration. For this application, the Community Development Department received one (1) objection during this period (See Exhibit 2, Letter of Objection from Jefferson County). No adjacent residents or other landowners submitted objections. The neighborhood meeting was held on April 13, 2005. There were nine persons in attendance. Due to the small turnout, there was not a presentation and question and answer period, but rather the audience was asked to come up to the maps and ask questions directly of the applicants, which did not lend to taking notes. Some of the questions asked were the location of the additional area, where the 30-foot setback waivers were requested and why, were there going to be any changes to the hours of operation, impact on the Youngfield Service Road, and the nature of the temporary crossing of Clear Creek. (See Exhibit 3, Neighborhood Meeting Sign in Sheet). II. CASE ANALYSIS Added Area: In the additional area approximately 1.2 million cubic yards of material in total will be moved. Suitable fill material will be excavated from this added area to be used in the previously approved area south of Clear Creek. The area will then be filled with material that is dredged from an existing Coors lake as part of a maintenance program. The property is currently undeveloped and was previously mined for gravel. Surrounding uses are undeveloped and water storage lakes owned by Coors to the west; State Highway 58 right-of-way and beyond that industrial uses to the north; County owned undeveloped land to the east, with the Table City council Case SUP-05-04/Cabela's Mountain Animal Center and the County's asphalt facility farther to the east; and to the south are Coors-owned water storage lakes and County owned land which includes the Clear Creek floodplain. Traffic involved in the excavation and fill operations will be internal to the added area, previously approved area, and property owned by Coors. There will be no construction traffic on surrounding public streets. McIntyre will be used for access to the sites by worker traffic. Due to its isolation from any existing development, reduction of the fence height standard and expansion of the hours of operation to the 7 a.m. to 9 p.m. approved for the previous area will have minimal impact on any adjacent development. Waiver of the 30-foot setback requirement will not impact any structures. The County did not object to this waiver where it abuts their ownership along Clear Creek. Waiver of 30-foot Setbacks on Previously Approved Area: The area previously approved for excavation and filing is a former gravel mine site. Permits were issued by the State in the past for mining and reclamation of the site. The applicant is requesting a waiver to the 30-foot setback requirement on the west, north, and east property lines ONLY. The southern property line setback adjacent to the residential area will remain at 30 feet. No other changes to the performance standards approved previously are being requested. The property to the west is owned by Coors and is a water storage lake; to the north is County undeveloped land with the Clear Creek floodplain, the Table Mountain Animal Center (TMAC), and the County's asphalt operation area. To the east is I-70 right-of-way. The County is concerned about reducing the setback adjacent to TMAC and the impacts to traffic on the Youngfield Service Road. In the early 1980's the area south of TMAC (the subject site) was extensively mined for gravel. The mining resulted in a situation where the excavation near the property line was vertical, that is, there was no fill or slope present to shore up this area. No damage to the adjacent property or failure of the vertical wall has occurred. At the conclusion of the mining operation, loose fill was deposited at eh base of the vertical wall, resulting in a potentially unstable condition south of the property line. One purpose of the SUP is to remove this unstable fill and replace it with compacted fill. Safety of those working on the excavation must be maintained and the conditions in the area will be continuously monitored to determine if any additional measures are needed to preserve stability. The Youngfield Service Road is located in the I-70 right-of-way and the edge of the pavement is approximately 25-30 feet from the property line. Even with a reduction in the setback to zero on the east property line, there remains 25 to 30 feet of right-of-way which is not impacted by this request. No construction traffic is permitted to use Youngfield Service Road, so there will be no disruption of County employee or TMAC traffic. A site plan, grading plan and cross section details have been submitted for review (See Exhibit 4, Mass Grading Plan). City Council Case SUP-05-04/Cabela's III. PERFORAMNCE STANDARDS Section 26-623 of the Code of Laws establishes performance standards for excavation operations of this size. These performance standards are: 1. A thirty foot setback from all property lines is required. 2. All roadways must remain in a dust-free condition. Additionally, haulage roads shall not be established along existing residential streets, except as provided by the special use permit. Collector streets and major roads may be used for hauling. 3. The property shall be enclosed by a 72 inch fence. The fence shall contain a three strand barbed wire section. 4. Provisions for control of wind and water erosion during operations shall be made and followed. Wind blown materials or sediment loads shall not be allowed to escape the site. 5. Debris and/or contaminants shall not be accumulated or discharged beyond the property line. The operation shall be conducted so that the excavated area will not permit water of a stagnated nature to collect. 6. All exterior lighting shall be in compliance with Section 26-503. 7. All special permits shall contain provisions for rehabilitation of the property as near to its prior natural state, or in such state or condition as the City Council may approve. The Code also provides that the equipment used shall be maintained and operated utilizing standard items, such as mufflers, filters, etc. to eliminate vibration, dust and noise. The Code limits hours of operation to be from 7 a.m. to 5 p.m., Monday through Friday. The applicants must also provide insurance and a bond to ensure rehabilitation of the site. Section 26-623 C authorizes City Council to waive any requirements of the section, including the performance standards. This may be done in cases of isolation or unusual characteristics. The applicants are not requesting a change to the hours or days of operation previously approved. (7 a.m. to 9 p.m. Monday through Saturday, except work may be performed on Sunday from April 15 to May 15. The times are limited to 7 a.m. to 7 p.m. in areas within 200 feet of residential uses.) The request does include a partial waiver to the fence requirement - a height of 48 inches instead of 72 inches. The 6-foot fence on the County property to the south of TMAC will not be disturbed unless it is located on the applicant's property. The request also includes a waiver to the 30-foot setback requirement for all property lines EXCEPT the southern property line of the previously approved area adjacent to the residential neighborhood. IV. AGENCY REFERRALS The proposal was referred to Jefferson County and their response is attached as Exhibit 2. The applicant's response to the County's letter is attached as Exhibit 5. Also attached as Exhibit 6 is a letter from the applicant's soils engineer concerning the excavation in the area up to the property line of the County ownership. The Community Development Department received less than ten calls from homeowners to the south concerning the application and did not receive any verbal or written objections. The Public Works Department has reviewed the application and has no concerns. If the special use permit is approved, a grading permit must be obtained from the Public Works Department, complete with detailed grading and erosion control plans. City Council Case SUP-05-04/Cabela's Although not referred to these agencies, the applicant has provided letters from various federal agencies concerning environmental issues. A summary of these letters is provided below: Letter from the U.S. Department of the Interior - Confirmation that federal legislation concerning threatened or endangered plant species does not apply to the Cabela's site (the previously approved site) because there are no federal funding, lands, or permits involved. Wetlands will not be developed under a nationwide permit because there are no jurisdictional wetlands on the site. The project in the previously approved area would not likely adversely affect the Ute ladies'-tresses orchid (orchid). 2. Letter from the U.S. Department of the Interior- Confirmation that the project would not likely adversely affect the orchid in the added area north of Clear Creek. 3. Letter from the U.S. Department of the Interior- Confirmation that the project would not likely adversely affect the orchid in the previously approved area south of Clear Creek. 4. Letter from the U.S. Department of the Interior - Confirmation that a population of Preble's meadow jumping mouse (mouse) is not likely to be present in the project area (the added area north of Clear Creek) and that development should not have direct adverse affects to the mouse. 5. Letter from the U.S. Department of the Interior- Confirmation that a population of Preble's meadow jumping mouse (mouse) is not likely to be present in the project area (the previously approved area south of Clear Creek) and that development should not have direct adverse affects to the mouse. 6. Letter from the U.S. Army Corps of Engineers - Confirmation that the proposed excavation and filling activities do not require Corps permits because the affected areas are not waters of the U.S. Letter from the U.S. Army Corps of Engineers - Confirmation that the added area north of Clear Creek is not a jurisdictional wetlands and does not need a Corps permit. Clear Creek is a waters of the U.S., and a permit is required for the temporary creek crossing. This permit was issued in January 2002 and required mitigation of .0036 acres of wetlands. CDOT is not normally a referral as an adjacent property owner of right-of-way and this request does not involve CDOT right-of-way. However, comments are forthcoming from CDOT and will be presented at the hearing. V. SPECIAL USE PERMIT REVIEW Under Section 26-114 (D) of the Zoning and Development Code, before a special use permit is approved, the applicant shall show, and the City Council shall find, that the proposed special use: 1. Will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood of the proposed use. The traffic involved in the excavation and filling operation is contained on site. Worker and mobilization traffic on and off the site is restricted to using McIntyre Street. Youngfield City Council Case SUP-05-04/Cabela's Service Road will not be affected by the reduced setback and there will be no impact to the health, welfare, safety, or convenience. of County or TMAC employees as a result. The uses to the west, north, and east consist of water storage reservoirs, highway rights-of-way, or non- residential uses and will be minimally impacted by the operation. Maintenance of the 30-foot setback and reduced hours of operation adjacent to the residential neighborhood to the south will minimize detrimental effects on that neighborhood. There will be minimal detrimental effects on the general health, safety or welfare of persons in the neighborhood. 2. Will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics of the proposed use. The proposed water storage reservoir will not contribute to blight. The areas proposed for deposition of fill material are former gravel mine sites requiring reclamation. The reclamation will eliminate a blighted condition currently existing on the property. 3. Will not adversely affect the adequate light and air, nor cause significant air, water or noise pollution. Since the special use operation involves the movement of soil at ground level and below ground level, there will be no impact on the access to or the availability of light and air to adjacent properties. Performance standards and permits required by the State will ensure that air and water quality standards will be met. One of the conditions of the previous SUP approval was that the contractor develop a noise mitigation plan with the neighborhood. This plan has been presented to eh neighborhood and approved by the City. To date there have been no complaints received by the City or contractor. 4. Will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. The traffic involved in the excavation and filling operation is contained on site. Worker and mobilization traffic on and off the site is restricted to using McIntyre Street. Youngfield Service Road will not be affected by the reduced setback and there will be no impact to the health, welfare, safety, or convenience of County or TMAC employees as a result. The proposed special use will not result in undue traffic congestion or traffic hazards. There will be no unsafe parking, loading, service, or internal traffic conflicts to the detriment of persons on or off site. 5. Will be appropriately designed, including setbacks, heights, parking, bulk, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent properties. There is no building proposed as a result of this special use request and the setback, height, parking, bulk, buffering, screening and landscaping criteria are not applicable. Waiver of the 30-foot setback where requested will not affect the character of the adjacent or surrounding area. The request does not include changing the 30 foot setback from the south property line of the previously approved area. This setback will ensure that the grading and excavation operation will minimally impact the character of the adjacent properties. All other surrounding uses are non-residential and the operation will be in harmony and compatible with the character of those areas. City comcil 6 Case SUP-05-04/Cabela's 6. Will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. The operation will create no demand for these types of services and facilities. 7. History of compliance by the applicant with Code requirements and prior conditions, if any, regarding the subject property. The City has received no complaints and the contractor reports he has received no complaints regarding the operation since starting on April 7`h. The applicants have complied with the conditions of approval of the previous SUP. 8. Ability of the applicant or any permitted successor-in-interest to continuously meet the conditions of the proposed permit. The previous SUP approval was specific to the applicant and this condition is recommended if this amendment is approved. If included as a condition of approval, there will be no successor- in-interest. The applicant has demonstrated the ability to continuously meet the conditions of approval. 9. Other factors relevant to the specific application. There are no other relevant factors and this criterion is not applicable. VI. STAFF CONCLUSIONS AND RECOMMENDATIONS The proposed operation will not create a detrimental effect on the surrounding uses and neighborhood to the south. The operation will create no demand on public facilities or services. Performance standards, conditions of approval, and required State permits will ensure that air, water, and noise pollution are minimized. If approved, staff recommends including the applicable conditions of approval from the previous SUP. Staff recommends approval of the amended SUP. City Council 7 Case SUP-05-04/Cabela's Coors / Cabela's Site Excavation Proposal Amendment to Special Use Permit Narrative April 28, 2005 Introduction This Special Use Permit application for a Major Excavation Control Operation has been prepared in accordance with the requirements of Section 26-623 of the Municipal Code for the City of Wheat Ridge, Colorado. This permit application amendment encompasses approximately 48.2 acres of which principal ownership is the Coors Brewing Company of Golden, Colorado. Project Description The Coors Brewing Company is proposing the reclamation of an existing sand/gravel mining pit. Material necessary for the reclamation of the site shall be excavated from two areas. Area One encompasses approximately the 130 acres of site reclamation south of Clear Creek defined within the initial Coors/Cabela's Special Use Permit Narrative. The material excavated from this area will continue to be used to balance other development sites within the subject property. Area Two includes existing properties and facilities owned and operated by the Coors Brewing Company that are located outside of the City of Wheat Ridge. This proposal provides that excavated material from the 178.2 acres Coors/Cabela's Site will not be exported off-site. Site Characteristics The subject property is generally located between Clear Creek and Colorado Highway 58, west of Interstate 70 and east of Eldridge Street (as extended). The site has historically been used for sand and gravel mining and is currently undeveloped. The resulting landform from previous mining activities has left much of the site with large excavation pits, with steep slopes and poor drainage. The site was permitted for gravel mining activity by the State of Colorado and is subject to a current Division of Minerals and Geology reclamation permit. Construction Schedule Residual granular, sand and gravel materials may be excavated from the amendment area north of Clear Creek and transported to the original SUP area (Area One) for incorporation into the fill. Excavation of material from Area One (future Lake B-5) may be used to fill part of the amendment area north of Clear Creek. Maintenance of an existing water storage reservoir within Area Two will also be used to source material to fill the amendment area north of Clear Creek. That activity is planned to begin in 04 of 2005. Excavated material from both areas shall be hauled within property owned by Coors Brewing Company and will stay off public rights-of-way. Construction hours shall continue to be between 7 a.m. to 9 p.m., six days a week (Monday through Saturday) as previously defined within the initial Special Use Plan with the exception granted for work from April 15 to May 15. Additional hours of operation may be required for special or unforeseen circumstances such as those involved with utility work or other emergencies that may come up in the process. In these situations the contractor will contact the appointed representative from the City's Public Works Department for permission to conduct operations for extended hours. Under no circumstances will the contractor be allowed to begin excavation work before 7 a.m. EXHIBIT 1 Construction Fencing Construction fencing will be placed within the Special Use Permit areas of active excavation. The minimum height of construction fencing will be 48 inches adjacent to public access areas. Stormwater Management Practices will be put in place in conjunction with the Stormwater Management Plan. Amendment Within Area One it is requested to amend the existing Special Use Permit so that grading and excavation may occur within 30 feet of the west, north and east property lines, at a maximum temporary slope of 1.5:1 until proposed plan grades are matched. No activity or grading shall occur within 30 feet of the southern property line adjacent to the following subdivisions: Applewood Mesa; Applewood Lane; Applewood Gardens. It is likewise requested that the 30 foot non-activity buffer from the property line be waived in the Amendment area north of Clear Creek. Board of County Commissioners rm April 22, 2005 City of Wheat Ridge Alan White, Community Development Director 7500 W. 29fl' Avenue Wheat Ridge, CO 80033 Dear Mr. White: Jim Congrove District No. 1 J. Kevin McCasky District No. 2 Dave Auburn District No. 3 Jefferson County is gravely concerned with the proposed amendment of the Special Use Permit, SUP-05-04 to allow grading within 30 feet of Jefferson County property, including the Table Mountain Animal Center ("TMAC") and the Road and Bridge maintenance area. Our key concern is the protection of the public, employees, and animals traveling to/from or using this property. The TMAC driveway and the I-70 Frontage Road abuts the property line of the Special Use Permit property and are used daily by the public, animal control officers from many jurisdictions and other employees. It is imperative that this Special Use not be granted unless we feel assured that no damage will occur to County property, or the frontage road used to access County property. We did not receive the December 17, 2004 Geotechnical Engineering Study until April 14, 2005 or the April 20, 2005 Geotechnical Engineering letter until April 20, 2005. In our preliminary review, we felt there was insufficient supporting data for a technical review by the County geologist. The April 25 response deadline and possible administrative approval on April 26 does not provide sufficient review time to determine that the conclusions of Kumar & Associates, Inc. can be substantiated as it relates to the County property. Additionally, the Applicant has failed to meet criteria 1, 4, 5, and 6 in Section 26-114(D) of the Zoning Code of the City of Wheat Ridge Colorado. These criteria are that the proposal: 10( EXHIBIT 2 Alan White, Community Development Director City of Wheat Ridge April 22, 2005 Page 2 [1.] Will not have a detrimental affect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood of the proposed use. [4.] Will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. [5] Will be appropriately designed, including setbacks, heights, parking, bulk, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent properties. [6] Will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. These criteria are not met. The Applicant has not demonstrated that the grading activity within 30 feet of the County property will not have a detrimental effect upon the general health, welfare and safety of the public, employees, and animal control officers, who access the property on a daily basis. The Applicant's information only discusses harm to the TMAC building, not the access/frontage road, parking area, or utilities for the County property. The amendment to the Special Use permit does not have provisions to adequately protect the driveway, parking lot or building on the TMAC property. Nor are any adequate solutions provided should any damage occur. Finally, pursuant to Section 26-623(C) major landfills and excavation operations may be allowed "only by special use permit requiring public hearings before the Planning Commission and City Council under Section 26-114." Although section 26-114 provides that the Community Development Director shall refer the special use application to the City Council if objections are raised, Section 26-114 is more specific to special use approvals for major excavation operations and, Section 26-114 still requires both Planning Commission and City Council review. Because the Amendment to the Special Use Permit requests grading within 30 feet of the County property and the I-70 Frontage Road and there is potential for serious damage to the access and parking lot, Jefferson County hereby objects to the proposed Amendment. Jefferson County requests an opportunity to review the Special Use Permit Amendment documents in full, obtain additional technical information from the Applicant, and explore mitigation of potential impacts on the County property and operations. Jefferson County, therefore, requests the County be given additional time to attempt to protect the County property and the public, and then this matter be referred to the Planning Commission and the City Council as required by Section 26-114. Alan White, Community Development Director City of Wheat Ridge April 22, 2005 Page 3 Jefferson County's concerns about the Amendment to the Special Use Permit are more fully detailed in the attached document. I can be reached at 303-271-8475. Sincer Nanette Neelan Assistant County Administrator Attachment CC: Board of County Commissioners Patrick Thompson, County Administrator Randy Young, City Manager Alan White, Community Development Director City of Wheat Ridge April 22, 2005 Page 4 ATTACHMENT Amendment to the Special Use Permit Concerns 1. Notification: The April 15, 2005 letter notifying Jefferson County of the response deadline was sent to 1700 Arapahoe Street. Jefferson County's address is 100 Jefferson County Parkway. Additionally, Jefferson County has repeatedly requested that all notification be sent or copied to Nanette Neelan, Assistant County Administrator. 2. Notification of CDOT: The distribution list of the Community Development Referral Form does not list CDOT. The access Did CDOT receive a referral and have any concerns with the encroachment? 3. Narrative: The April 12, 2005 narrative states that "Area Two includes existing properties and facilities owned and operated by the Coors Brewing Company that are located outside of the City of Wheat Ridge.... Maintenance of an existing water storage reservoir within Area Two will also be used to source material to fill the amendment area north of Clear Creek. " The Graphics do not label Use Areas. Grading in unincorporated areas cannot be approved by the City of Wheat Ridge. 4. Construction Hours: Wheat Ridge performance standards (Sea 26-623C:6) requires major landfill and excavation operations to be limited to 7 am to 5 pm with no operations permitted on Saturday or Sunday. The narrative states that "additional hours of operation may be required for special or unforeseen circumstances ...In these situations the contractor will contact the appointed representative from the City's Public Works Department for permission to conduct operations for extended hours." The County needs more time to determine appropriate hours of operation to minimize impacts on its operation. We also request this provision require approval by Jefferson County before any request for extended hours is granted by the City for grading in areas near County Property. 5. Construction Fencing: The narrative states that construction fencing will be a minimum height of 48 inches adjacent to public access areas. A 48 inch fence will not protect public visitors or employees. Will the existing fence along the Table Mountain Animal Center (TMAC) remain? 6. TMAC Driveway and Parking Lot: The April 20, 2005 Kumar letter implies that the TMAC building will not be impacted due to its distance from the excavation activity. The letter does not address the existing asphalt used as a driveway and parking lot. The performance of the adjacent asphalt is good, although the seam has come apart. 7. Existing Utilities to TMAC: The April 20, 2005 Kumar letter does not address protection of existing utilities- electric, gas, water and sewer- in the utility easement Alan White, Community Development Director City of Wheat Ridge April 22, 2005 Page 5 along the north property line. Disruption of these services would harm the County's operations. 8. Existing Frontage Road to County property: The April 20, 2005 Kumar letter does not address protection of the frontage road. This road is used for county operations and by the public to access the County property. Disruption of this roadway would harm county operations. 9. Temporary Excavation Slope: The December 17, 2004 Geotechnical Engineering Study narrative (Temporary Excavations, page 20) states a maximum temporary slope of 3:1 for the reservoir temporary excavation, however, the April 20, 2005 Kumar letter states 1.5:1 will be utilized in the upper 25 to 30 feet, and the SUP plans state a 2:1 slope. What is the actual proposed temporary slope within the 30' encroachment near the County property? 10. Slope Stability: The April 20, 2005 Kumar letter states that Kumar has performed an analysis for potential slope failure. The report did not include the data necessary to support the conclusions. Please provide Jefferson County this analysis so the County may review the input parameters. 11. DMG Mining Permit: The March 4, 2005 Kumar letter was submitted to the Colorado Division of Minerals and Geology with the 110 permit application. The letter's findings "assumed that there would be a 30-foot setback of any of the grading operations from the property line." Has the DMG received a revised permit based on the plans to excavate within 30 feet of the property lines? 12. Pedestrian Bridge: The Special Use permit should address repair to the pedestrian bridge that may be caused by a flood event and the placement of the temporary crossing to allow equipment access for this grading activity. 13. Will a Special Use for mass grading be required for the Salter property? Or, does the proposed Interim Zoning allow for grading/mining of this site without further review? 14. How can a Special Use permit be issued for a use that is not permitted? The proposed Interim zoning does not allow for Mining. The existing reclamation plan for the current 112 permit calls for the reclamation of the entire site as water storage, which does not coincide with current grading activities. The amendments to the mining permit have not been approved by the State. 15. General Notes on Cover Sheet: #12: The Contractor shall regularly patrol the pubic lands adjacent to the development, remove construction debris and keep clean and safe. Does this include removal of debris from the County property? Alan White, Community Development Director City of Wheat Ridge April 22, 2005 Page 6 #16: The duty of the owner/engineer to conduct construction review of the contractor's performance is not intended to include review of the adequacy of the contractor's safety measures in, on or near the construction site. Safety measures to protect the public and employees while traveling to/from and visiting County property should be monitored and should be the responsibility of the owner. #18: It is the contractor's responsibility to notify the owner's representative, and the City of any problems in conforming to the approved plans for any element of the proposed improvements prior to its construction. Adjacent property owners should also be notified. The County would like to be notified of any problems in the areas adjacent to County property. Please make an effort to contact Nanette Neelan directly- a letter to "100 Jefferson County Parkway, will not be sufficient. #21: No grading shall take place until all appropriate permits have been obtained. The State Mining 110 Permit and 112 Permit have not been obtained, yet mining/grading activity has already begun. The reclamation plan for the current 112 permit calls for the reclamation of the entire site as water storage, which does not coincide with current grading activities. #22: ...The contractor shall immediately fix any excavation, or excessive pavement failure caused by the project, and shall properly barricade the site until construction is complete... Revise this note to specifically include pavement failure within adjacent property and delete "excessive"- if the driveway/parking area of TMAC is damaged to any extent, Jefferson County wants it repaired to our satisfaction. Also, Jefferson County must be pre-notified and involved in any plans/discussions to barricade the site. Access to County property cannot be barricaded due to contract obligations with other jurisdictions. #22: ...Failure, by the contractor, to correct any of the above within 48 hours of written notice, shall cause the owner to issue a stop work order and/or do the work and make a claim against the project's letter of credit for any costs incurred. Wheat Ridge should also issue a stop work order if damage to adjacent property occurs. Jefferson County should be the beneficiary of a letter of credit to ensure any damage on the County property is repaired. Notes should be revised to specifically include dust, noise and erosion mitigation measures to protect the County property. N 0 0 cv ri J a a 0 z w W U J m a IL W O U 3 5 ~ e 0 L e 0 a ~ , ~ ~ ro e/1 T +Y y M ~ V i J ry L` w) W W ~ z ~ ~ f V ~ 1 JAI EXHIBIT 3 E z'o V e d, CV my~j ~ti Ow e `o m E u~ dy Ng a`m or.. x N, N 3 L c,j~ l QG- GSMAL NO 1. LOCATION OF EMSTNG UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO DATE OF CONSTRUCTION. FOR INFORMATION CONTACT UTILITY NOTIFICATION CENTER OF COLORADO AN LOCAL MUNICIPALITY UTILITY DEPARTMENTS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR M CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2 ME CONTRACTOR SHALL HAVE ONE (1) COPY OF PUNS AND ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SIZE AT ALL TIMES 3 CONTRACTOR SHALL NOTIFY TIE ENGINEER, OWNER FORTY FIGHT (48) HOURS PRIOR TO ME START OF CONSTRUCTION. 4. BENCHMARK: ELEVATIONS ARE BASED ON CITY OF WHEAT RIDGE CONTROL PONT BOW. BEING THE EAST 1/4 CORNER OF SECTION 3D AS MONUMENTED BY A CITY OF WHEAT RIDGE 3.25' DIAMETER BRASS DISK, LS 13212, IN CONCRETE, AS HAVING A PUBUSHED ELEVATION OF 5527.71. NGVD29 DATUM. MARTN/MARTN, INC ASSUMES NO RESPONSBBUTY FOR THIS SURVEY. CONTRACTOR IS RESPONSIBTE FOR FIELD VERIRCATW OF ALL EXISTING ELEVATIONS AND CONTOURS PRIOR TO CONSTRUCTION. NOTIFY PROJECT COORDINATOR AND ENGINEER OF ANY DISCREPANCY PRIOR M CONSTRUCTION. 5. BEANNGS ARE BASED UPON THE EAST UNE OF TIE NORTHEAST 1/4 OF SECTION 30. TOWNSHIP 3 SOUTH. RANGE 69 WEST, BMA P.M. BEING A UNE BETWEEN TIE EAST 1/4 CORNER OF SECTION 30 AS MONUMENTD BY A CITY OF WHEAT RIDGE 3.25' DIAMETER MAW DISK. LS 13212 IN CONCRETE AND A CITY OF WHEAT RIDGE WTNESS CORNER BEING A 3.25 DIAMETER BRASS DISK. LS 13212, IN CONCRETE LYING 200.00' SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 30, AS HAVING A BEARING OF NO1D1'S0'W PER CITY OF WHEAT RIDGE CONTROL DATUM. 8. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSBRUTY OF TIE CONTRACTOR. 7. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR 'STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY' FOR INFORMATION, PLEASE CONTACTLOLORADO DEPARTMENT OF HEALTH, WATER WAUTY CONTROL DIVISION, WVCD-PE-B2 4300 CHERRY DRIVE SOUTH, DENVER, COLORADO 8 0 22 2-15 3 0. ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-359D. & IF DEWATERING IS REWIRED, A STATE CONSTRUCTION DEWAMRING DISCHARGE PERMIT IS REQUIRED FOR DISCHARGES TO A STORM SEWER, CHANNEL, IRRIGATION DITCH, ANY STREET THAT IS TRIBUTARY TO THE AFOREMENTIONED FACWTIES, OR ANY WATERS OF THE UNITED STALES. CONTRACTOR 15 RESPONSIBLE FOR SECURING ME PERMIT. 9. THE TYPE SZE. LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN VERTICALLY, PRIOR TO CONSTRUCTION. 10. PRIOR TO TIE COMMENCEMENT OF ANY CONSTRUCTON,'RIE CONTRACTOR SHALL GMIACT ALL UTILITY ,IURISDICTIONS TO COORDINATE SCHEDULES. 11. TIE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE MGM DEFECTS IN WORKMANSHIP AND MATERIALS. FOR A PERIOD OF ONE-YEAR FROM TIE DATE OF ACCEPTANCE 12. CONTRACTOR SHALL REGULARLY PATROL THE PUBUC LANDS ADJACENT TO THE DEVELOPMENT, REMOVE CONSTRUCTION DEBRIS AND KEEP CLEAN AND SAFE. 13. TIE CONTRACTOR SHALL FURNISH TIE OWNER WTH A SET OF 'RECORD' PLANS PRIOR TO ENTERING INTO THE ONE-YEAR WARRANTY PRIM. THE PLANS SHALL BE ACCOMPANIED BY A LETTER SEALED AND SIGNED BY A REGISTERED LAND SURVEYOR AS TO SHE COMPLETENESS OF THE RECORD PLANS. 14. CONTRACTION SHALL OBTAIN ALL PERMITS FOR UTILITY INTERFERENCE AND TRAFFIC CONTROL ALL REWIRED PERMITS SHALL BE OBTAINED BY CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK ON PROJECT. 15. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY WRING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 16. THE DUTY OF TIE GWNER/ENGINEER TO CONDUCT CONSTRUCTION RENEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF TIE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTON SITE.) 17. REFER TO RECOMMENDATONS REGARDING EXCAVATON. COMPACTION, EMBANKMENT, OVER EXCAVATON. TOPSOIL REMOVAL AND PLACEMENT, MWIN SOIL REPORT. 18. IT IS ME CONTRACTOR'S RESPONSIBUTY M NOTFY WE OWNERS REPRESENTATIVE, AND ME CITY. OF M" PROBLEMS IN CONFORMING TO WE APPROVED PONS FOR ANY DEMENT OF TIE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 1 A WATER TRUCKS WILL BE PROVIDED, BY THE CONTRACTOR TO KEEP OUST IN CHECK. CONTRACTOR IS PONS BU: FOR WATER SUPPLY AND HAUL AS NEEDED. 2D. ANY SETTLEMENT OR SOL ACCUMULATION, BEYOND ME PROPERTY UNITS, DUE TO GRADING OR EROSION SHALL BE REPAIRED, BY THE CONTRACTOR, IMMEDIATELY, INCLUDING EROSION CONTROL MEASURES IN PUCE 21. NO GRADING SHALL TAKE PUCE UNTIL ALL APPROPRIATE PERMITS HAVE BEEN OBTAINED. Z2. ANY CONSTRUCTION DEBRIS OR MUD TRACKING ONTO THE PUBUC RIGHT-OF-WAY. RESULTING MGM THE PROJECT, SHALL BE REMOVED IMMEDIATELY, BY ME CONTRACTOR. THE CONTRACTOR SMALL IMMEDIATELY FIX ANY EXCAVATION. OR EXCESSIVE PAVEMENT FAILURE CAUSED BY THE PROJECT, AND SHALL PROPERLY BARRICADE THE SITE UNTIL CONSTRUCTION IS COMPUE E. FAILURE BY TILE CONTRACTOR, TO CORRECT ANY OF TINE ABOVE WITHIN 46 HOUR OF WRITTEN NOTICE. SHALL CAUSE THE OWNER TO ISSUE A STOP WORK ORDER AND/OR DO THE WORK AND MAKE A. CLAIM AGAINST TIE PROJECTS LETTER OF CREDIT FOR ANY COSTS INCURRED. 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOt OBTAINING UTILITY LOCATIONS AT LEAST 4 HOURS PRIOR M COMMENCEMENT OF CONSTRUCTION. 24. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS SIGNS, BARRICADES, RAG PERSONS. OR OTHER DEVICES NECESSARY TO PROVIDE MR PUBUC SAFETY IN ACCORDANCE WTH ME CURRENT MANUAL ON UNIFORM TRAFFIC CONTRA DEMCES 25. TIE CONTRACTOR SMALL LOCATE ALL PROPERTY LINE PINS THAT DEFINE THE PERIMETER OF ME PROPERTY. 25. GRADE SHOWN HELEN IS FINAL, FINISHED GRADE INCLUDING TOP SOIL SUBGRADE IS TO BE 10' LOWER. FINAL ELEVATIONS OF MEMADES ME TO BE APPROVED BY PROJECT COORDINATOR. ~ D 9 AMENDMENT TO Z FZ Z < o DG a D m-DD. SPECIAL USE PERMIT °"OOP i =one Q i vaxmx COORS/CABELA'S MASS GRADING amg<A E u "-i~°mu CITY OF WHEAT RIDGE, COLORADO VICINITY MAP Nr 9YERaT ORADNO NOTES 1. ALL SITE GRADING SHALL CONFORM M TIE RECOMMENDATIONS OF. ME LATEST SOILS INVESTGATON FOR THIS PROPERTY. 2 TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 1.5:1 (H:V). PERMANENT SLOPES SHALL NOT EXCEED 4:T (WV). 3. ME TOP OF SUBGRADE AS SHOWN ON THE DETAILS FOR ASPHALT PARKING, ASPHALT STREETS/DRIVES AND OVERLOT/UNDSCAANG AREAS SHALL BE CONSTRUCTED TO APPROXIMATELY 10-INCHES BELOW ME CONTOUR ELEVATIONS AS SHOWN. REFER M ME PROPOSED PROFILE SECTIONS IF RIEGULATIWS. AT ALTERNATE LOCATIONS TIRE CONTRACTOR IS REBPW9BL£ FOR ENSURING THAI Inc LMSIInb DENVER WATER DEPARTMENT CONDUITS ARE NOT DAMAGED DURING MADING/IZARTHWORK OPERATIONS 1. ALL GRADING. EROSION, AND SEDIMENT CONTROL MUST CONFORM WTIH PLANS. REVISIONS TO DISTURBANCE AREAS, SLOPES, AND/OR EROSION AND SEDIMENT CONTROL MEASURES ARE NOT PERMITTED MWOUT PRIOR APPROVAL FROM THE OWNER'S REPRESENTATIVE 2. TIRE CONTRACTOR IS RESPONSIBLE FOR DETAINING A PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WTI CONSTRUCTION ACTMTY MGM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AT LEAST 10 DAYS PRIOR THE START OF CONSTRUCTION ACTIVITIES FOR LAND DISTURBANCE AREAS OF ME ACRE OR GREATER. THE PERMIT MUST BE KEPT CURRENT THROUGHOUT TIE CONSTRUCTION DURATION. 3. EROSION CONTROL. MEASURES MUST BE INSTALLED PRIM TO GRADING ACTIVITIES 5. ALL TOPSOIL. WERE PHYSICALLY PRACTICABLE, MUST BE SALVAGED AND NO TOPSOIL SHALL BE REMOVED FROM THE SIZE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN MUST BE SEGREGATED AND STOCKPILED SEPARATELY. RUNOFF MGM THE STOCKPILED AREA MUST BE CONTROLLED TO PREVENT EROSION AND RESULTANT SEDIMENTATION OF REVIVING WATER. - 6. THE CONTRACTOR MUST IMMEDIATELY TAKE ALL NECESSARY STEPS TO CONTROL INCREASED SEDIMENT DISCHARGE. IC p G Q J W jr CC O WO_ 0 -j Q W U UAW (3 J 0¢Q 0 Q Ww U~~ W r Z Z F) a Q Q Q~ x R W N > It 0W 0 7. THE CONTRACTOR IS RESPONSIBLE FOR CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBUC FACUMES. S. THE CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TO ENSURE THAT VEHICLES DO NOT TRACK OR SPILL EARTH MATERIALS ON TO STREETS/ROADS AND. MUST IMMEDIATELY REMOVE SUCH MATERIALS IF THIS OCCURS. S. TIE CONTRACTOR 15 RESPONSIBLE FOR CONTROLLING WASTE SUCH AS DISCARDED MATERIALS, TRUCK WASHOUT. CHEMICALS, UTTER, AND SANITARY WASTE. AS APPLICABLE. IN ADDITION. SPILL PREVENTON AND CONTAINMENT BMP'S FOR CONSTRUCTION MATERIALS, WASTE AND NEL MUST BE PROVIDED, AS APPLCABLE 10. TEMPORARY VEGETATVE COVER CONSISTING OF SPECIES MIX NOTED BELOW MUST BE DRILL SEEDED AT 30 POUNDS PURE UVE SEED PER ACRE. MULCH CONSISTING OF WEED-FREE HAY, APPUED AT A RATE OF 1.5 TONS PER ACRE AND CRIMPED MUST BE USED TO STABNZE THE EXPOSED SURFACE. MULCH MUST BE MECHANICALLY CRIMPED INTO TIE SOIL (TEMPORARY) SEED MIX CRESTED WHEATCRASS 'FAIRWAY 20% WESTERN V.HEATMASS'ARRIBA' OR'BARMN' 20% SMOOTH MOVE 'LINCOUN' OR 'MANCIRAR' 20% TALL FESCUE 'K-31' 20% SIOEOAM GRAMA 10% BLUE MAMA 10% 11. FUGITIVE DUST EMISSIONS RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE CONTROL TECHNOLOGY, AS DEFINED BY TIE COLORADO DEPARTMENT OF PUBUC HEALTH AND ENVIRONMENT, AT THE TIME OF GRADING. 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION, AND SHALL BE INSTALLED WITHIN 24 HOURS. OR WITHIN THE TIMERRAME SET FOURTH BY THE CITY INSPECTOR. 13. PERMANENT OR TEMPORARY SOL STABILIZATION MEASURES SHALL BE APPUED M DISTURBED AREAS WITHIN 14 DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF ME SITE. OR TO DISTURBED AREAS THAT MAY NOT BE AT FINAL GRADE. BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF THE OF MARE THAN 30 DAYS. 14. DISTURBED PORTIONS OF ME SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE STABILIZED WTH PERMANENT SEED NO LATER IRAN 14 DAYS AFTER TIRE LAST CONSTRUCTION ACTIVITY. UNIFORM VEGETATIVE COVER SHALL BE ESTABLISHED TO 70% 15. THE EROSION AND SEDIMENT CONTROL PUN MAY BE MODIFIED BY THE OWNER'S REPRESENTATIVE AS FIELD CONDITIONS WARRANT. C1GO COVER SHEET C101 MASS GRADING 0102 EARTHWORK PLAN LEGEND C103 OVERALL SIZE PUN EX/SONG PROPOSE) - - - PROPERTY UNE CALL UTILITY NOTIFICATION EASEMENT CENTER OF COLORADO CURB & GUTTER P750 1 -800-922-1 987 5]50--- CONTOURS O MANHOLE OR 232-1991 11 METRO _ _ _ _ST STORM SEWER -~iT- ' CALL 2-BUSINESS DAYS IN ADVANCE ----ao---- ROC DRAIN -RO- BEFORE YOU DIG, GRADE OR EXCAVATE 0 INLET FOR MARKING OF UNDERGROUND MEMBER UTILITIES < WIRED END SECTION 6 SIGN 1 DIRECTION OF ROW O TIME DRIVE DESCRIPTIONS DRIVE b EXHIBIT 4 o° tt 0 z N n N Z 0 N U Y 2 3 J Ce Q p 3 It It n J ~ vi Gi ITT m m E m m a z' o o s a o` ~ Meet Number: C100 GI ZU 'tan i 1:~ i J'I \ `rn~ l i n ill u _ ~a i 44 / , Y i 1 I II. 2 v Q "'4 i \ ill ! w ~I " ^ ` } I 1 c ii ~i ~viy' r t I gr~.']T.a+"4b~'! 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( L" 963z; I i1 % \ \I `D\yy - r \ t c 646i \ rr'2 C TFMPPRA0.Y WA ! ,-r EWATERI t- D 'IIt:r,l ! / fp ^SaBp ~ !t ! 1 ~ O 43 6 , ~ VA AvONr ~.J' i } / uAttn'!s[PM~T ~ti t ll A'~ ~ R~ ."lo- i - 1 f I-~ ~I 1 tr c r T I 5480 r/ C G -T - -'rte-_„ ~ tlA i ~B 'M 'Txe•E ..iJ r.~ i ~ -,_~-)-y.- ,t 1 -rr v 'Ji t ~ / _ _ t/ ~l.,. t~l A ~l/ J~ ~ ~ ~'BwvEAI ~U Z / Ap t t, I I / < J 1 _ (@%i ERS)v1~.~"-~A ,f~ r<; t ~ ~ ~ wATm EASEMA~NrI - ` ~ r A ~ ~ BATS / r~ Tu9t cqe A9rit / T r~~ _ I r t. - ~ ~ / r / 1 V V A II- vv ( r / / ? w 46 '1 yO pr / Clr( 2 r ~I V/f q AA 1 ii v - WE f - W J } f! § LLB d ~ J \ J y / f m V O ;x r t f ~'rr; f a w Q ~ i r' iii /i r ~\\~`~\~i,~w ' _ ~ v/R / t U) J O w a. 2: in 3: NO h P ti'RE J Y!- ♦ 11\\~ 4 1 PLNN /x,941 ' 4` NCB DA lU 'cam, -y \ I~~}\ss# _ 08059C019aE i' /'G\~ i i z YOU SLOUGH DITCH Y i~ s J v fJ RSON COUNTY 4t f o EFFE 586'017 5.37 LTA=102223' o 17 DELTA 100.596' DELTA=1212'49''49'1]' tOTH=178.9LENGTH9' CH CHOR9-179.75 CHORD-'21MR.6VM"9' RAD ]91.19' f ~ - "2x - - BEPRING=NBI56'59'W BEMING=N75W >5 n -y9. DELTA=1521'56' LIENGIDA 212.18' CH CHORD=211.55• BEARING-N50'41'31'W (S \ { \Gn(\S q riy g % ~~'i%%•'i % 5405 W921'4e"W 57.62 z° LEGEND E75MG PROPOSED N - PROPERN LINE n z EASEMENT of m z CURB k GUMR _ n U Y 0 0Q = J O -3, ---5]SP--- CONTOURS 5750-- 0 W m o MANHOLE -Sr- STORM SEWER -ST E m to a ----R6--- ROOF DRAIN -P0 z o, ❑ INLI 0 0 o in FLARED END SECTION 6 100 50 100 200 9GN 1 SCALE 1'-100' Sheet Number DIRECTON OF FLOW y MARTIN/MARTIN aasumep no reeponeibillty for utllty locations. The utilldee sh.wo on the dr.wing hove been plotted from the V OF/V£ OESCPoPTONS DRIVE beet available information It is, howeveq the contract., responsibility to field verify the l.catlon of .II utilities prlor to the com e,no.ot of any canstmction. I U <.c - 1 I r t ( 4 J ~ h Y +I II~'~0~1 : t}54 rlI ~ It 'I'~° `I \ ) . Hf t I ! ~1 4 rl it ll! tl~ltprH+~,l\\l`~l\\l ill t Y ~fr..~ ' iar~ j ~tFl I l~i t ~l11 'I(y-'+\ \~\~~~\E a' / 1v _ '11 toil AU~RiI / X11 frr \\N 7 1/ ~1T Itg t# ~ _ J; i M -ss lr 6r7 / --2- ! / :Zrt 1 ~ y;\ \`G: h\ ~l`~\~~ is fr ( Ix ql~ f..,,.✓ /!f it %`~O !~j// rs i 1 fly iii/. v~t~ r ~ zssb' / 1/lJt 'V ~ of INTO 7ti t; ''rep i Ire WE CONTRACTOR SHALL ONLY CROSS WE E%ISTNC DENVER WATER DEPARTMENT CCNDURS AND ASSWATED EASEMENT AT DESIGNATED AREAS NTH ENHSTNG CONCRETE STRUCTURES AFTER VERIFlCATON, BY WE CONTRACTOR, THAT THE EXISRNG STRUCTURES CAN PROWDE WE NECESSARY SUPPORT CF CONSTRUCTION OPERATIONS. IF APPROVED BY THE DENVER WATER DEPARTMENT, WE CCNTRACTOR MAY SUBMIT DOCUMENTS FM APPROVAL BY WE DENVER WATER DEPARTMENT TO CONSTRUCT ADDITIONAL CONCRETE STRUCTURES PER DENVER WATER DEPARTMENT REGULATQNS, AT ALTERNATE LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT WE EXISTING DENVER WATER DEPARTMENT CONWHTS ARE NOT DAMAGED DUMNG GRADING/EARTWORR OPERATIONS. CUT FILL NET 4,632 1.1891 1,16Ae35 (EUa ~ZZ j_r~ , +5~ {i Ih 5q5~ IhW{Ixl 1 ~ Z w Q m i{ ~ ~ ' fl- ` 583 z o m o X +C Q o p a 0 n w YQP P ~ i 1 ! / 1- 1'" _ 5x50 W E u m u # 4 05W6 ) 3.11 ~4 I t Z. ~1 ~~8 3~V...~8-J~1 !>I~U ~~~jµ _ ~~i.- )ATl f,` IL 't( t, 1 ) s s a y~ ;4y.. s 1 s 4 , 1 L z 40 7 / dt nt s /3,y . .s 37.2 1 s a e^'k~ {,-1 t U/ r / " iilJ11f4", f r /'7 ms`- 1r 1 1 IIr! ~r~~.. 'ti!/ 1 / dJ o ) 3-rs .T -'a ~9t e 1 zl. ( 'os 7) YS J~l/1/J i >•J ~ \ t I 24i 3 J W O z 33 y 'B 3,a5klt I 4 s `e • s a~ ~Ti o+ / j'" T8 p,pj its f 1 + 'h } a1.ei r @v ~ t! t I i t O a A B B + i~ +'\+1 tV /fig( A'4# ~.#'422 411R~1 f~1 3 I I#'A. 3\}{ 4J B 4~5 { ~r// t( ,ky/ f w V Q 3.S ` \ `,...~_,g't~f ~ ) -4;~i 1 e~ ) d• E, _ B_~.a.- _ 1 _ r;%,~/~, t~~' , ~~i V ~ (7 3 cl) \ \ Q it W V O (L w \ yr- ~ Ili}< [ r l > ` - oa TEAR /r .9'as,s FImD VIaN r J, k~01, a So -car te n5 OEM ~ a I ii ~s, ~ \ ii4 {~+~,i (ri f - '-j ors ~ saos ~ - ~i~ `o (l.5:•A~. ~a AaOAAAA~a~Sv1,1,N1i1ll N'!!t ''l / / z O 2 N Z ~ Cd o 3 °o a sa a N w m a m m E m m a Z o O U 100 50 100 200 SCALE 1"-100' Sheet Number w MARTIN/VARTN assumes no reeponeiblllty for utillty Ideafmns. OG The utllltles shown on this Emwing hors been plotted from the best oble information. It Is, however, the contractors responsibility to field verify the Iodation of all utilities prior to the cam erdement of any danstmation. Immommommommommo~ E z `n E n 0 - ° - EVFCO PARCEL (NOT PART OF S(IP) JOT PART OF CITY OF WHEAT RIDGE - - - - - - - COUNTY ANIMAL JO' GRADING SETBACK ELIMINA TED JO' GRADING SETBACK TO REMAIN SUP AMENDMENT AREA , - CITY OF WHEATRIDGE BOUNDARY CITY OF WHEAT RIDGE BOUNDARY APPLEWOOD GOLF COURSE CLEAR CREEK 100 YR. FLOOO PLAIN CA BELA 'S SUP I zoo loo zoo 400 SCALE 1"=200' d n Q N + ° m rpm N p mope m^ ^ u~a ;M~nPI pmy0~ °n°aoa -u~m4 I- O U~¢ -j wo 5 w d O a Q W U w = o in OC Q ¢ < 0 o 0 w w U w3 mi E z o° 0 0 z Sheet Number: C 103 Brownstein I Hyatt I Farber May 3, 2005 VIA HAND DELIVERY Alan White Community Development Director City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 410 Seventeenth Street Twenty-Second Floor Denver, Colorado 80202-4437 to bhf-law.com 0 Carolynne C. White Attorney at Law T 303.223.1197 F 303.223.0997 cwhite@bhf-law.com RE: Response to Jefferson County Comments on Proposed SUP Amendment, SUP 05-04/Cabela's Dear Alan: On behalf of Cabela's, this letter is provided in response to the comments submitted by Jefferson County with respect to Cabela's application for an amendment to the Special Use Permit (SUP) granted on February 28, 2005. Many of Jefferson County's comments generally appear to be directed towards the anticipated future retail development Cabela's hopes to propose for this site, and not towards the matter which will be pending before the Wheat Ridge City Council on Monday, May 9, 2005, namely an amendment to the existing SUP which would allow grading operations to take place to the property line along the north, east and west sides of the property. The Wheat Ridge Zoning and Development Code allows a landowner to apply for a special use permit for the purpose of excavation and deposition of fill material in excess of 20,000 cubic yards. There are no limitations on zone districts to which this special use permit applies; a special use may be requested, and granted, irrespective of the underlying zone district. The special use permit, in and of itself, provides the necessary land use approval for the excavation and fill activities. Cabela's will respond to each point raised in the Jefferson County letter seriatim. 1. Wheat Ridge Zoning Code Criteria Page 2 of Jefferson County's letter refers to four criteria found in section 26-114(D) of the Wheat Ridge Zoning Code. [1.1 Health welfare and safety. Jefferson County alleges that the proposed amendment to the SUP will have a negative effect on the health, safety and welfare EXHIBIT 5 stein Hyatt & Farber, P.C. 3.223.1100 F 303.223.1111 2.296.7353 F 202.296.7009 0.945.5302 F 970.384.2360 Alan White, Community Development Director May 3, 2005 Page 2 of the public, employees, and animal control officers accessing the property of the Table Mountain Animal Center (TMAC). Although this criteria really applies primarily to uses, such as the retail use ultimately proposed for this site, but not yet pending before City Council, Cabela's nonetheless disagrees with this assessment. First, the original SUP application contained numerous criteria, designed to protect the health, safety and welfare of the public, including nearby residents, and the employees and animal control officers of TMAC. The staff found, and City Council found in approving the SUP, that ail these criteria were met. The staff also recommended, and City Council adopted, conditions designed to prevent any detriment to health, safety or welfare. These criteria and conditions ranged from taking measures to reduce noise and dust, to limiting access to a single driveway to minimize traffic on public streets. All of these criteria and conditions have been complied with to date. The applicant has received no complaints on its hotline set up for this purpose. Additionally, and perhaps more importantly, as the attached cross section shows, the TMAC, and its driveway and parking lot, sit high on a bermed area. In the early 1980's, when the site in question was a gravel mine, this area was extensively mined, resulting in a situation in which the excavation near the property line was vertical. That is, no fill or slope was present to shore up these areas; yet no damage or danger occurred. At the conclusion of the mining operations, loose fill was deposited in this area, resulting in an unstable condition on the Cabala's side of the property line. One purpose of the proposed SUP modification is to remove this loose and unstable fill. The proposed excavation, again as shown on the attached cross section, will be at a slope of 1.5 to 1 for at least the first 25 feet from the property line. Existing conditions will be continually monitored by the soil engineer to determine whether any additional measures are required to preserve stability. Also, the TMAC building is 64.48 feet away from the property line at its closest point. As Kumar and Associates, our geo-technical engineer, notes in their April 20 letter, which updates their prior geotechnical analysis of the proposed grading, excavating to within 5 feet of the property line will not reduce the slope stability factor related to TMAC to below the acceptable level of 1.5 No evidence exists that the proposed modification will create any danger to the utilities, parking area, or access road in front of TMAC. As required under the existing SUP, and consistent with practice in the industry, of course the slope stability will be carefully monitored throughout the grading process. If any such evidence does reveal itself, then applicant will take appropriate measures, including shoring, as necessary, to protect TMAC and/or any other facilities, structures, or members of the public. Applicant should not be required, however, to take measures at this point to remedy a situation which does not exist. In fact, the current condition, and the proposed grading condition, are both more stable Alan White, Community Development Director May 3, 2005 Page 3 conditions than that which existed, without harm to TMAC, for several years in the early 1980's. For these reasons, the proposed amendment to the SUP does not create an adverse impact upon TMAC, or any other resident or neighboring property. K1 Traffic congestion or traffic hazards. As with item [1.1, above, it appears that Jefferson County is referring to issues related to the ultimate retail development proposed for this property. The proposed SUP is an amendment to an existing SUP for site overlot grading only; no application has been submitted allowing development on the property. As noted above, the original SUP application contained several criteria and conditions, including a limitation on access routes. Only one access route is allowed during the grading process; in order to minimize traffic on local streets, all vehicles will access the property through the Colorado Highway 58 Frontage Road access off McIntyre, located to the North of the site. Applicant has complied with this condition to date, and has received no complaints or negative comments otherwise. The proposed change to the SUP, allowing grading to the property line, instead of 30 feet away, of the property line, does not change this restriction, or create any additional traffic congestion or hazards. harmony with and compatible with the neighborhood. Once again, this criteria relates to the ultimate proposed use. Nonetheless, as with the other criteria, applicant is in compliance with all the restrictions imposed under the original SUP to protect the neighborhood. The design, setbacks, building height, buffering, screening, and landscaping will be addressed when a final development plan (FDP) for the proposed retail development is submitted. This is currently anticipated to occur in August, 2005. schools and other public facilities and services. As with the other criteria, this is not applicable to this application to amend the SUP to allow grading closer to the property line than previously allowed. The impact of the proposed project on existing infrastructure, and proposed improvements designed to mitigate that impact, will be proposed by applicant, and reviewed by the City at the FDP stage. Request for referral to Planning Commission. Jefferson County requests, on page 2 of its letter, that the Planning Commission consider the proposed SUP amendment. However, a hearing by the planning commission is neither required nor appropriate. In July of 2003 the City adopted Ordinance No. 1291 which amended the special use permit process. One of the amendments was the elimination of the planning commission hearing. Section 26-623 C of the Wheat Ridge Code dealing with excavation and deposit control has been superceded by Ordinance 1291, which process was followed in this case, and under which the original SUP was approved. Alan White, Community Development Director May 3, 2005 Page 4 ATTACHMENT-Amendment to Special Use Permit Concerns Jefferson County also included an attachment, titled "Amendment to Special Use Permit Concerns." The following comments respond to the numbered paragraphs in that attachment. 1. Jefferson County Notification: Notification was sent to the correct address. However, the addressee was not denoted as Nanette Neelan. The data base has been corrected to reference Ms. Neelan in the future. 2. Notifications of CDOT: The Wheat Ridge Code does not require notification of CDOT in this instance. Nonetheless, we have had discussions with CDOT representatives, and anticipate receiving their written comments shortly. 3. Narrative - Use Areas: The narrative associated with the amendment to the SUP noted that Area Two was outside the boundaries of the City of Wheat Ridge. It is correct that grading in unincorporated areas is not within the jurisdiction of the City of Wheat Ridge. Applicants have not requested approval by the City of Wheat Ridge for excavation outside the City boundaries. However, placement of material excavated elsewhere and deposited within the site does have to be approved through the SUP. The material from Area Two will be obtained during standard maintenance of the existing water storage reservoir as previously coordinated between Coors and the County, and placed within the site, which is entirely within the City of Wheat Ridge. Construction Hours: No modification from the existing SUP is requested in this area. The hours of construction previously approved in the original SUP will continue to apply. These hours are limited to: 7:00 a.m. to 9:00 p.m. six days a week except from April 15 to May 15, where it will be extended to 7 days per week. For areas within 200 feet of residential properties, the hours of operation shall be limited to between 7:00 a.m. and 7:00 p.m. 5. Construction Fencing: The existing 6 foot tall fence will remain in place as long as it is not within Cabela's property. Cabela's takes protection of the public very seriously, and will make every effort to ensure that all contractors on the site during construction pay paramount attention to this issue. 6. TMAC Driveway and Parking Lot: Excavation will be confined to the Cabela's site. No evidence exists that the TMAC driveway will be adversely impacted by the proposed excavation. However, if in the course of construction the TMAC parking or driveway is adversely impacted, it will be repaired in a timely manner, to at least its current condition. Photographic evidence of the existing condition of the asphalt will be obtained for records. 7. Existing Utilities to TMAC: Existing utility service(s) to the TMAC will not be interrupted. (See item 6) Alan White, Community Development Director May 3, 2005 Page 5 8. Existing Frontage Road to County property: As previously stated, the excavation/embankment operations are to be limited to the property boundary. Disruption to the County operations or access to the property is not anticipated to occur. Additionally, the roadway surface is approximately 30 additional feet from the property boundary. The existing frontage road access will not be disrupted. 9. Temporary Excavation Slope: Temporary Excavation slope of 1.5:1 is anticipated to be used in the upper 25 to 30 feet. Evaluation of existing conditions will be made by the Geotechnical Engineer to determine if this slope is acceptable and to what depth. 10. Slope Stability: As construction takes place, if field conditions differ from what is anticipated in the geotechnical report, as determined by the appropriate professionals, then appropriate measures will be taken. 11. DMG Mining Permit: The DMG 110 process is not affected by the requested area of 30 foot variance. The DMG 110 is relevant to the temporary crossing if material is moved from the North parcel mining area to the Coors/Cabela's site and the parcel previously owned by Mr. Salter. The 30 foot setback will continue to apply along the south boundary of the SUP as well as the west boundary of the "Salter" property. The east boundary of the previous Salter property is more than 30 feet from the excavation. A 30 foot set back does not apply to the existing DMG permits. 12. Pedestrian Bridge: Cabela's would be responsible for making repairs to the pedestrian bridge if it can be determined that damage to the pedestrian bridge was caused by the temporary crossing. The temporary crossing has been permitted by the Corps of Engineers and City through a floodplain use permit. 13. "Salter Property°: The existing SUP incorporates the former Salter property. Grading within it's area Grading is allowed within the property following the DMG 110 amendment process without further review. Grading within the Salter property has not commenced and will not commence until the 110 process is complete through the DMG. However, grading, when it begins, along the south and west lines of the Salter property will be set-back 30 feet from the property line, as required in the original SUP granted on February 28, 2005. 14. Interim Zoning vs. Special Use Permit: A Technical Review for the revised grading plans has been approved through the DMG and therefore allows for the current reclamation, regardless of the property's zoning status. The SUP allows for grading on the area, also without regard to the zone district in which the property is located. Alan White, Community Development Director May 3, 2005 Page 6 15. GENERAL NOTES ON COVER SHEET: a. #12 - Patrol of adjacent lands: Yes, the Contractor is responsible for collecting trash and debris that may accidentally leave its site. They would only enter adjacent property with permission. b. #16 - Owner/Engineer review of adequacy of safety measures: under existing contracts, neither the Engineer nor the Owner can specifically dictate Contractor means or methods of operation. Safety and construction techniques are the sole responsibility of the Contractor and the Contractor is required to comply with City, County, State and Federal regulations. However, it is the responsibility of the contractor to use all necessary and appropriate safety measures to ensure protection of the public during construction. If the County or any other members of the public note any potential issues, several phone numbers and the hot line is available to report such issues. Immediate response will be provided. c. #18 - Notification of issues that are not in conformance: Issues that affect adjacent property owners will be brought to the respective property owner's attention. All notification to Jefferson County will be sent to Nannette Neelan henceforth. d. #21 - No grading should be performed until Mining Permits are issued: Kate Newman, a representative of Jefferson County has attended a series of meetings with the Cabela's project team, and representatives of the City of Wheat Ridge. The State 110 permit is an amendment that deals with the former Salter property. At such time that the 110 permit is approved, excavation will begin in this area. No excavation of the former Salter property is taking place at this time. The DMG 112 permit has a "TR" Technical Revision that allows for reclamation using the revised grading plans that coincides with current grading activities. #22 - Remediation of failed pavements caused by construction; site barricade: The note specifically states that reparations are required to any damaged areas. This will include the Jefferson County property. If damage to the parking area takes place, as measured by comparison to initial project photographs, reparation will be made to a condition equal to or better than existing as agreed to by both parties. This requirement is a part of Owner's contract with the Contractor. The site will be barricaded to prevent people from entering Cabela's property. Barricade is typically defined as fencing and will occur on the Cabela's property. The Jefferson County parcel will not be barricaded to preclude access to their facility. Alan White, Community Development Director May 3, 2005 Page 7 f. #22 - Stop work Criteria: The City has a process in place to account for the need of Stop Work orders and will implement accordingly. The letter of credit applies to the City and the City will have the ability to ensure reparation of damage that may occur. [comment not numbered] Notes should be revised to specifically include dust, noise and erosion mitigation measures to protect the County property. Our contractor has also obtained and is operating under the following permits: 1) Storm-water Discharge Permit - issued through the State of Colorado; 2) Dust Control Permit - Issued through Air Pollution Control Division of the State of Colorado; and 3) Dewatering Discharge Permit - Issued through the State of Colorado, Department of Health. As previously noted, the initially granted SUP contains several criteria and conditions related to dust, noise, and erosion mitigation measures. These measures are for the protection of all adjacent property owners and members of the public, including Jefferson County. If a violation of these criteria or any other code provision occurs, the City of Wheat Ridge, and the SUP permit language itself contain adequate provision to protect Jefferson County. II. Conclusion Cabela's appreciates the thoroughness with which Jefferson County reviewed the pending application for an amendment to the SUP granted on February 28, 2005, to allow for excavation to occur up to the property line. But the items outlined in Jefferson County's letter do not show evidence of any failure to meet applicable criteria, or raise issues that have not already been adequately addressed by the City of Wheat Ridge in the conditions and criteria of its original approval of the Cabela's SUP. To the extent that Jefferson County's comments serve as a reminder of the importance of the health, safety and welfare to the public, Cabela's reiterates its commitment to hold these issues paramount, and to comply with the letter and spirit of all applicable laws and regulations in proceeding with the excavation. To the extent these comments refer to the proposed retail development for which an application has not yet been submitted, Cabela's cannot respond at this time. Very truly yours, Carolynn C kite Enclosures 9799\1\912445.1 EXIST. EDGE OF It al l, _ _544 - - JEFFERSON COUNTY V, " ANIMAL SHELTER SCALE?'0~~ 9 6' 69.59 c " 7IID tB 0 ~ ~ X PROPERTY E GE OF ~ - 6448 77 LINE ' 543p.88 - - : ME N - ~G 4J 4 _ . =-5 40 _ 544II- ~KitIN.-ENVELOPE` f 4316' - 6 46 -440 STRUCTURAL FILL _ 54 PRIS / n 54,500, 7 TOE OF / ' T 5420 2 STRUCTURAL \ , FILL. PRISM ' ♦ 80 - - ' ♦ - ♦ ~ a ~i - 40 540 ♦ / 106.30' 78.02' j/ MIN. AREA OF / i l \ EXIST FILL \ REMOVAL V ~\'89.5 I / - 117T87' . , 1t- / PROPOSED BUILDING \ a FOOTPRINT: 0 'F.F.E.=5441.44 5~ I 112.27' 1N;1 ( , 80 / \ a00 5 ' \ \ 40' 20 L. ENV \ PRISM STRUCTURA 5440 MIN AREA. OF 40' EXIST FILL' 83. 9' i. \ REMOVAL" Q TOE OF / ' 405 540 j STRUCTURAL FILL PRISM it ' )~T %E GE CSF _ i ASPHALT •1' MARTIN / 1VlA T A 9 S CONOU-ING ENOINEER9 C A B E L~•J , MARCH 03, 2005 LO 0 ° w z Q 0 w Z N a p m O m Q Z ; ❑ m ❑ cc G ❑ ❑ a Q m N❑ a m z w ❑ a \ ❑ ~7 m mm 3p m Q Z a oYmx c u NRJI❑A lai J J _ W J O W J 1 X Z m w N Z W OD d J J O m _ O, ~ N W NO ~ m 2 W ~ ~ Q W J _J K Z w O E J o Wa W zu O a O zQ N z o ° o o m ~ o Z 00 > o w U N o I N Q Z 'M w U K Q - O F- gym z fy Q = mo O m > ~Uo F Q N O J J W X Q Oaf N w w zzW y w o ow< i\ ti X Q J U 0 a a xw \ WOOW^ O~ Wa w O w d p O w 0a>w3 O JNwNZ H w Ow N NN w OQ 00 Mm :2 O \ V O W Z J z = HN \ \ \ / / W S O W N w Z O j~ \ ON J N J \ C % o W oz \ I z y o z a W / O m W Z F, O Q M + <ZU ~00 OWPOE ODU A E O J Z~J ~ W 1 Z _J 0 00 N aw r ¢O~ Qmz (n NN W U z z' 4 W a X Q U Q N Ws U zo N O M O N h ~ ~ N O O d h M Kaman &A=d*s, ltm: K+A Geotadrmcal and Materials Engineers and Environmental Scientists . . 2390 South Lipan Street Denver, CO 80223 phone: (303) 742-9700 fax: (303) 742-9666 e-mail: kadenver@kumar memn www.kumaruss.com. Office Locations: Denver, Colorado: Springs, Fort Collins, Colorado Branch Office; Pueblo, Colorado April 20, 2005 Mr. Brett Lococo Cabela's One Cabala Drive Sidney, Nebraska 69160 Subject: Potential for Adverse Effects of Proposed Cabela's Site Grading Activities on Table Mountain Animal Center Building, Northeast, Comer of Proposed Cabala's Site, Near 1-70 and Clear Creek, Wheat Ridge, Colorado Project No. 04-1-400 Dear Mr. Lococo: This letter presents theresults of Kumar & Associates' evaluation of the potential for proposed grading activities associated with the Gabela's site development to adversely effect the stability of Jefferson County's Table Mountain Animal Center building located just north of the northeast corner of the site. We previously conducted a geotechnicai engineering evaluation on behalf of Cabala's presented in a letter to the Colorado Division of Minerals and Geology (DMG) dated March 4, 2005, which generally addressed this topic around the site perimeter, but did not specifically address the Table Mountain Animal Center. As explained in our previous letter, DMG rules and regulations require all 110 permit applicants to examine the potential for mining excavations to potentially damage nearby structures as a result of instability of excavated slopes. DMG requires that a slope stability factor of safety of 1.5 be provided for any potential slope failure that could affect an off-site structure, in our, previous letter, we explained that the slope stability factor of safety will be greater than 1.5 for any potential slope failure surfaces extending off site. That conclusion assumed that there would be a 30-foot setback of any of the grading operations from the property boundary. At the northeast corner of the site, due to the proximity of the proposed Cabela's building pad to that site corner; it is desired to excavate temporary slopes to within about 5 feet of the property line, The proposed slopes will be approximately 1:5:1 (horizontalwerticai) in the upper 25 to 30 feet and 3:1 in the lower 15 to 20 feet. Therefore, we were requested to reevaluate the potential for slope failures to impact the Table Mountain Animal Center building. The Table Mountain Animal Center building is located approximately 60 to 65 feet north of the property boundary. We have performed an analysis indicating that the slope stability factor of safety will exceed 1.5 for any potential slope failures that would impact the building. Furthermore, based on our understanding of the past mining operations at the site, there was a very steep excavation slope, reported by Coors to have been nearly yertical, near the property boundary during mining EXHIBIT 6 Cabela's April 20, 2005 Page 2 operations. Subsequently, fill materials were placed by Coors against the steep excavated slope as part ' of initial reclamation activities. Both the current configuration and the proposed configuration during the Cabela's grading are more stable slope configurations than existed during the mining activities. Please contact us if you have any questions or if we can be of further assistance. Sincerely, KUMAR & ASSOCIATES, INC. Alan F. Claybourn, P.E. AFCimj cc: Project One Integrated Services, Attn: Martin/Martin, Attn: Mr. Bill Willis book; file Mr. Mike Palumbo C'.M:uma^~[ w+d $s(nigSlMary'61y roc~inenixttsertvWPlet5w540d.l~dMl[3'e e~[ Ooc Kalmar & Associates, Inc. ?j U1 VI rp I/G2 POSTING CERTIFICATION CASE NO. 5UP- 05 • O PLANNING COMMISSION / ITY COUNCIL OARD OF ADJUSTMENT (Circle One) HEARING DATE: M,2 0o S- I, h'la(~G JGI ~'-~r' (name) residing at (address) as the applicant for Case No.5vP- os - o!t hereby certify that I have posted the Notice of Public Hearing at on this day of (Iocatio 9 3 5(9,is -ft.- 20 off, and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in the position shown on the map below. Signature: NOTE: This form must be submitted at the public hearing o this case and will be placed in the applicant's case file at the Community Development Department. x 5rg.~~ ~ 3` T--70 MAP ~lnimr(She~~tr~i 51ga~Z~x `(ouy~eld Serw~e e:lplanning\forms\postingeert ad Rev. 111103 5(yn X f 32"'Avg 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/235-2846 Fax: 303/235-2857 The City of Wheat Ridge April 25, 2005 Dear Property Owner: This is to inform you of Case No. SUP-05-04, a request for approval of an amended Special Use Permit to allow for deposition and excavation of fill dirt material in an added area and a waiver to the 30 foot setback requirement for parcels located west of I-70, south of Highway 58 and north of W. 321,d Avenue. This case will be heard by the Wheat Ridge City Council in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The meeting will be held on May 9, 2005 at 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you. Planning Division. \krv-ci-ene 00I\users\ fieldV athy\CC"TSNU NOTIC\ 005~up0504.wpd MetroScan / Jefferson (CO) Owner :Coors Brewing Company Parcel :005977 Site :*no Site Address* Xfered :12/27/1992 Mail :PO Box 4030 Golden Co 80401 7003 1680 0005 7082 4528 Use :1111 Vacant,Residential Bedrm: Bath: TotRm: YB: Pool: BidgSF: Ac:47.80 MetroScan / Jefferson (CO) ' Owner :Snyder Robert M Parcel :024937 Site :4380 Harlan St Wheat Ridge 80033 Xfered :06/17/1993 Mail :11844 W 28th P1 Lakewood Co 80215 7083 1680 0005 7082 4535 Use :2112 Com,Improved Land Bedrm: Bath: TotRm:l YB:1971 Pool: B1dgSF:4,320 Ac:.24 MetroScan / Jefferson (CO) ' Owner :Birdsong Lisa L Parcel :030440 Site :3395 Braun Rd Golden 80401 7003 1680 0005 7082 4542 Mail :3395 Braun Rd Golden Cc 80401 Use :1112 Res,Improved Land P one Bedrm:4 Bath:2.25 TOtRm: YB:1975 Pool: BidgSF:2,330 Ac: * : MetroScan / Jefferson (CO) ' Owner :Wood Richard A Parcel :030572 Site :3340 Alkire Ct Golden 80401 Xfered e11/na /i aan Mail :3340 Alkire Ct Golden Co 80401 7003 1680 0005 7082 4559 Use :1112 Res,Improved Land • Bedrm:3 Bath:1.75 TotRm: YB:1971 Pool: B1dgSF:1,579 Ac: MetroScan / Jefferson (CO) : Owner :Cabelas Retail Inc Parcel :030613 Site :3475 Youngfield Service Rd Golden 80401 7003 1680 0005 7082 4566 Mail :1 Cabela Dr Sidney NE 69160 Use :1112 Res,Improved Land Bedrm:3 Bath:1.75 TotRm: YB:1938 Pool: MetroScan / Jefferson Owner :Cabelas\Retail Inc Site :3475 YoL`ftgfield Service Rd Golden $~A.B•~ Mail :1 Cabela Dr -S• dney NF,,,,,fi.~' Use :1112 Re s_,..I~rgrobe'"'~ Bedrm:2"~ath:2.25 TOtRm: YB:1941 Pool: MetroScan / Jefferson Owner :Runkel Roxanne Site :3415 Alkire Way Golden 80401 Mail :3415 Alkire Way Golden Co 80401 Use :1112 Res,Improved Land Bedrm:4 Bath:1.50 TotRm: YB:1931 Pool: • MetroScan / Jefferson Owner :Cusa Bccae Llc Site :14000 W 44th Ave Golden 80403 Mail :1 Riverway #500 Houston Is 77056 - Use :3112 Ind,Improved Land Bedrm• Bath: TotRm:l YB:1979 /&8ol: Phone B1dgSF:2,083 Ac:7.36 (CO) Parcel :030613 Xfered :03/21/2005 Price Phone B1dgSF:1,603 Ac:7.36 (CO) : Parcel :030625 7003 1680 0005 7082 4573 one B1dgSF:925 Ac: (CO) : Parcel 035277 (JA7G~. &t~14i~-p 7003 1680 0005 7082 4580 B1dgSF:16,334 Ac:4.22 MetroScan / Jefferrson (Ci4KD Owner :Ferguson Verna R (~u]t Site :4221 Xenon St Wheat Ridge 80033 1•yP' Mail :4221 Xenon St Wheat Ridge Cc 80033 Use Use :1112 Res,Improved Land Bedrm:3 Bath:1.00 TotRm: Y13:1939 P0.0 MetroScan / Jefferson- -Owner :Discover Land Company Site :4288 Youngfield St Wheat Ridge 80033 Mail :23651 Golden Gate Canyon Rd Golden Co 80403 Use :2112 Com,Improved Land Bedrm: Bath: TOtRm:I YB:2001 Pool: •MetroScan / Jefferson Owner :P L Inc Site :12750 W 42nd Ave Wheat Ridge 80033 Mail :250 Schilling Cir Cockeysville Md 21031 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:2 YB:1973 Pool: cel :042721 7.003 1680 0005 7082 4597 B1dgSF:1,358 Ac:1.80 (CO) ' Parcel :043585 Xferarl • 11 /no t1nnn 7003 1680 0005 7082 4603 B1dgSF:4,557 Ac:1.38 (CO) Parcel :043652 7003 1680 0005 7082 4610 B1dgSF:13,670 Ac:1.60 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. : MetroScan / Jefferson - (CO) * 043680 / Owner :Howard Edward A Parcel : n/ ;:a Site :4160 Youngfield St Wheat Ridge 80033 - `7003' 1680 0005 7082 4627 Mail :4160 Youngfield St Wheat Ridge Cc 80033 Use :1112 Res,Improved Land Phone Bedrm: 2 Bath:1.00 TotRm: YB:1955 Pool: B1dgSF: 1,170 Ac:.40 * • MetroScan / Jefferson (CO) ' Owner :Howard Edward A Parcel : 043680 Site :4160 Youngfie, St Wh~t•-Ridg 033 ' Xfered : 04/02/2004 Mail 80033 :4160 Youngfield eat Ridge Co Price : $247,000 Use :1112 Re" I' ed Phone Bedrm: 2 Bat .00 TotYB:1963 Pool: B1dgSF: 1,050 Ac:.40 MetroScan / Jefferson (CO) Owner :Lewis Kenneth E Parcel : 066677 Site :3802 Wright Ct Wheat Ridge 80033 v co,-oA : 02/13/2002 jJ N~~At/YI~O Mail 3802 Wright Ct Wheat Ridge Cc 80033 7003 1680 0005 7082 4634 Use :1112 Res,Improved Land o Bedrm: 5 Bath:2.-50 TotRm: YB:1971 Pool: B1dgSF: 1,617 Ac: * : MetroScan / Jefferson (CO) ' Owner :Mares Thomas L Parcel : 067078 UNCLA//YIE~ Site :3380 Alkire Ct Golden 80401 Xfered : 12/04/1992 4641 Mail :3380 Alkire Ct Golden Cc 80401 7003 1680 0005 7082 Use :1112 Res,Improved Land Bedrm: 4 Bath:2.25 TotRm: YB:1977 Pool: B1dgSF: 2,687 Ac: * : MetroScan / Jefferson (CO) ' Owner :Abote Leonard L Trustee Parcel : 073794 Site :3346 Alkire Way Golden 80401 °r--^a . 11/ni/"1095 Mail :3346 Alkire Way Golden Co 80401 7003 1 680 0005 7082 4658 Use :1112 Res,Improved Land Phone Bedrm: 4 Bath:2.25 TotRm: YB:1974 Pool: B1dgSF: 2,805 Ac:.34 * MetroScan / Jefferson (CO) ' Owner :Cummings John C Parcel : 077933 Site :3400 Braun Ct Golden 80401 Xfered : 07/31/1997 Mail :3400 Braun Ct Golden Cc 80401 7003 1680 0005 7082 4665 Use :1112 Res,Improved Land Bedrm: 5 Bath:3.50 TotRm: YB:1979 Pool: Yes B1dgSF: 3,740 Ac:.47 • MetroScan / Jefferson (CO) ' Owner :Peterman William A Jr/Tania M - - C Parcel : : d Xf 077934 01/12/20n5 Site :13505 W 34th Ave Golden 80401 G ere . Mail :13505 W 34th Ave Golden co 80401 d L d 7003 1680 0005 7082 4672 Use :1112 Res,Improve an pp5~ o ' ' F 31 414 A 2 Bedrm :l.:j o Y :1978 r :3 Bath:2.25 TotRm: B1dgS c*. : , , MetroSca{4e`f£ersonr 1 (CO) Owner :Oehlkers Kenneth ~ Parcel :077935 Site :13525 W 34th Ave Golden 80401 ! . I .1111~ionnn Mail :13525 W 34th Ave Golden Co 80401 7003 1680 0005 7082 4689. Use :1112 Res,Improved Land Phone Bedrm :4 Bath:2.25 Tot Rm: YB:1976 Pool: B1dgSF :2,456 Ac: * • MetroScan / Jefferson (CO) ' Owner :Horne Emilie L/James P Parcel :080317 Site :3381 Alkire Ct Golden 80401 Xfered onR/i1101"" 0005 7082 4696 Mail :3381 Alkire Ct Golden Co 80401 7003 1 680 Use :1112 Res,Improved Land - - 853 Bedrm :4 Bath:2.25 TotRm: YB:1969 Pool: B1dgSF :2,084 Ac: * • MetroScan / Jefferson (CO) ' Owner :Coors Brewjng Company - - Parcel :082375 Site :14001 W 32nd"Azze Gold -8~N'01~ Xfered :12/27/1992 Mail :PO Box 4030 Go -c(QQ_80401 Price Use :2112 Com, proved Land Phone Bedrm ' : Bath: TotRm: YB: Pool`. B1dgSF : Ac:153.46 * • MetroScan / Jefferson (CO) ' * Owner :Olson Steven V Site :3341 Alkire Ct Golden 80401 Mail :3341 Alkire Ct Golden Co 80401 Use :1112Res,Improved Land Bedrm:3 Bath:1.75 TctRm: Parcel :088590 Xfered :10/27/2000 7003 1680 0005 7082 4702 YB:1970 Pool: B1dgSF:1,560 Ac: M Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. : MetroScan / Jefferson (CO) owner :Sowitch Lindsey/Paige Parcel : 131160 Site :3386 Alkire Way Golden 80401 xf---A 1680 0005 7082 4719 Mail :6417 Willow Springs Dr Morrison Cc 80465 7003 Use :1112 Res,Improved Land e Bedrm: 3 Bath:2.25 TotRm: YB:1974 Pool: B1dgSF: 2,596 Ac:.34 MetroScan / Jefferson (CO) • owner :Richter Dwaine Parcel : 182261 Site :3301 Youngfield Service Rd Golden 80401 Xfered : 12/04/1997 Mail :6565 S Syracuse Way #1202 Englewood Cc 80111 7003 1680 0005 7082 4726 Use :2112 Com,Improved Land Bedrm: Bath: TotRm:l YB:1985 Pool: B1dgSF: 52,479 Ac:2.66 * : MetroScan / Jefferson (CO) ' Owner :Ridgeview Baptist Church Parcel : l 188065 473 Site :3810 Youngfield St Wheat Ridge 80033 Xf--- 7003 1680 0005 7082 Mail :3810 Youngfield St Wheat Ridge Cc 80033 Use :9159 Exempt,Church,Land one Bedrm: Bath: TotRm:l YB:1963 Pool: B1dgSF: 18,780 Ac:2.22 • MetroScan / Jefferson (CO) ' Owner :Jefferson County Parcel : 188283 Site :4105 Youngfield Service Rd Wheat Ridge 80033 Xfered : 12101119Rf, -Mail :1700 Arapahoe St Golden co 80419 7003 168 0 0005 7082 4740 Use :9139 Exempt,County,Land Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:10.58 MetroScan / Jefferson (CO) • Owner :Showme Mountain Investors Llc Parcel : 189701 Site :3500 Youngfield St Wheat Ridge 80033 Yf^"'' 7003 1680 0005 7082 4757 Mail :100 S Brentwood Blvd Saint Louis Me 63105 Use :2112 Com,Improved Land one Bedrm: Bath: TotRm:l YB:1993 Pool: BldgSF: 6,500 Ac:.68 : MetroScan / Jefferson (CO) • Owner :Jefferson County Parcel : 197938 Site :4105 Youngfield Service Rd Wheat Ridge 80033 Xfered : 04/15/1931 Mail :100 Jefferson County Pkwy Golden Cc 80419 7803 1680 0005 7082 4764 Use :9139 Exempt,County,Land Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:16.73 * MetroScan / Jefferson (CO) Owner :Cabelas Retail Inc Parcel : 201833 Site :3717 Mc Intyrel,St Golden 80 Xfered : 12/23/2004 Mail :1 Cabala Dr Sidney NE 0 Price : $3,500,000 Use :5179 Misc, Comme fixed Use Land Phone Bedrm: Bat TotRm: ~P001: B1dgSF: 29,473 Ac:556.57 Metrosc~3} / Jed on 77 (CO) P cel : 403969 Owner :Shaffer Douglas L h ar Site :3325 Beech Ct Golden 80401 Xfered : 03/16/1998 Mail :3325 Beech Ct Golden Cc 80401 ? i 7003 1680 0005 7082 4771 Use :1112 Res, Improved Land Bedrm: 3 Bath:1.75 TotRm: .YB'1.9.9g~<.nol: B1dgSF: 1,879 Ac: MetroScan-/--J_e kerson (CO) Owner :Robacker Ronald J - - Parcel : 403970 Site :3335 Beech Ct Golden 80401 7003 1680 0005 7082 4788 Mail :3335 Beech Ct Golden Cc 80401 Use :1112 Res,Improved Land Phone Bedrm: 4 Bath:3.00 TotRm: YB:1993 Pool: BldgSF: 2,220 Ac: • MetroScan / Jefferson (CO) Owner :Whitfield Robert D Parcel : 403971 Site :3324 Beech Ct Golden 80401 Yf---A 7003 1680 0005 7082 4795 Mail :3324 Beech Ct Golden Cc 80401 Use :1112 Res,Improved Land one Bedrm :6 Bath:3.75 TotRm: YB:1993 Pool: B1dgSF :3,354 Ac: • MetroScan / Jefferson (CO) ' Owner :Lund Marguerite L Parcel :403989 Site :13305 W 33rd P1 Golden 80401 Xfered :09/09/2nn-i mail :13305 W 33rd P1 Golden Cc 80401 7003 1680 0005 7082 4801 Use :1155 Vacant,Residential Bedrm : Bath: TotRm: YB: Pool: BldgSF : Ac:.32 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. MetroScan / Jefferson (CO) • Owner : Applewood Lane Homeowners Association In Parcel : 403990 c Site : *no Site Address* Xfered : 12/29/joa 0005 7082 4818 Mail : 3304 Beech Ct Golden Cc 80401 ~p03 168 0 Use : 4151 Agr,Home Owner Association 27 Bedrm: Bath: Tot Rm: YB: Poo BldgSF: Ac:. * ; MetroScan / Jefferson (CO) ' Owner : Youngfield Plaza Llc Parcel : 408379 Site : 4096 Youngfield St Wheat Ridge 80033 . 7003 168 A1/0Ct1000 2 2205 7082 4825 Mail : 4096 Youngfield St Wheat Ridge Co 80033 Use d :2112 Com,Improved Land TotRm:2 YB:1982 Pool: th B Phone B1dgSF: 130,662 Ac:9.66 rm: Be * : a • MetroScan / Jefferson (CO) • Owner :Kgc Trust 1 Parcel : 408380 Site :4100 Youngfield St Wheat Ridge 80033 Yco.-°A 7203 1 680 0205 7082 4832 Mail :650 Three Springs Rd Bowling Green Ky 42104 Use :2112 Com,Improved Land one Bedrm: Bath: TotRm:l YB:1991 Pool: B1dgSF: 28,853 Ac:4.13 • MetroScan / Jefferson (CO) • Owner :City Wheat Ridge Parcel : 408383 Site :I-70 & ngfield Wheat Ridge 80033 Xfered : 08/08/1991 Mail :7500 W 29th ve Whea o 80 3 Price Use :9149 Exem cal Sub,Land Phone Bedrm: ath: To YB: Pool: B1dgSF Ac*1.06 • MetroScan / Jefferson (CO) Owner :Amb Retail Income Fund Inc Parcel :422294 Site :3600 Youngfield St Wheat Ridge 80033 °OG 7003 168D 0005 7082 4849 Mail :1301 SE 10th St Bentonville Ar 72716 Use :2112 Com,Improved Land Phone Bedrm: Bath: Tot Rm:l YB:1970 Pool: B1dgSF :142,974 Ac:10.07 _ MetroScan / Jefferson (CO) • . Owner :Amb Retail Income Fund Inc Parcel :422295 Site :3400 Youngfield St Wheat Ridge 80033 7003 .no,oQtiaat; 1680 0005 7082 4856 Mail :4350 East West Hwy #400 Bethesda Md 20814 Use :2112 Com,Improved Land Phone Bedrm: Bath: TotRm:8 YB:1966 Pool: B1dgSF :196,840 Ac:17.80 * • MetroScan / Jefferson (CO) • Owner :Casey Investment II L1c Parcel :430314 Site :12900 W 43rd Dr Golden 80403 :06/07/1999 Mail :6557 Bear Ridge Way Golden Co 80403 7003 1680 0005 7082 4863 Use :3112 Ind,Improved Land one Bedrm: Bath: TotRm:l Y13:200D 615101: B1dgSF :14,220 Ac:3.64 - MetroScan /,!r\7fersEsC (CO) Owner :Casey In estments II Llc Parcel :430317 Site :13000 W 4 Dr Golden 80403 Xfered :12/30/1999 Mail :6557 Bear Ri Wa Price :$179,470 Full Use :311V n rial Phone Bedrm: Bath: To YB \ \ Pool: BldgSF : Ac:1.03 : MetroScan / ~Je£fesr' (CO) Owner :Mw Real Estate Llc - " Parcel VL :430318 7082 4870 Site :13050 W 43rd Dr Golden 80403 7223 1 680 0005 Mail :13050 W 43rd Dr Golden Co 80403 Use :3112 Ind,Improved Land Tone Bedrm: Bath: TotRm:I YB:1999 Pool: B1dgSF :13,068 Ac:1.03 MetroScan / Jefferson (CO) • Owner :13100 Building Llc Parcel :430319 Site :13100 W 43rd Dr Golden 80403 Xfered :07/22/2004 Mail :13100 W 43rd Dr Golden Cc 80403 7003 1680 0005 7082 4887 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :16,819 Ac:.97 * • MetroScan / Jefferson (CO) • Owner :Wild Ventures Llc Parcel :430321 Site :13150 W 43rd Dr Golden 80403 Xfered :11/07/2002 Mail :6557 S High Dr Morrison Co 80465 7003 1680 0005 7082 4894 Use :3112 Ind,Improved Land Bedrm: Bath:. TotRm:l YB:2003 Pool: B1dgSF :10,542 Ac:1.08 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • MetroScan / Jefferson (CO) ' Owner :Sherrydale L1c Parcel : 430322 n n/GcPrff~C ~ Site :13180 W 43rd Dr Golden 80403 7003 16 80 0005 7082 4900 Mail :13059 Wolverine Ct Littleton Co 80127 Use :3112 Ind,Improved Land Phone 1 05 A Bedrm: Bath: TotRm:l YB:2003 Pool: B1dgSF: . c: 15,559 * • MetroScan / Jefferson (CO) • owner :Peterson Ted Parcel : 430325 Site :13280 W 43rd Dr Golden 80403 Xfered : 09/09/1999 UAfGL4/M& Mail :11659 S Upper Ranch Dr Pine Co 80470 7003 168 0 0005 7082 4917 Use :3112 Ind,Improved Land 03 A 1 Bedrm: Bath: TotRm:l YB:2000 Pool: gSF: c: . 11,000 * ; MetroScan / Jefferson (CO) ' Owner :Jmc Properties Llc Parcel : 430326 Site :13350 W 43rd Dr Golden 80403 Xfarari • m /n9/onn, 1680 0005 7082 4924 Mail :2276 S Holman Cir Lakewood Co 80228 7003 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2000 Pool: B1dgSF: 18,423 Ac:1.30 ; MetroScan / Jefferson (CO) • Owner :High Plateau Truss Inc Parcel : 430327 4931 Site :13651 W 43rd Dr Golden 80403 Xfered . 1680 0005 7082 Mail :13651 W 43rd Dr Golden Co 80403 7003 Use :3112 Ind,Improved Land : Bedrm: Bath: TotRm:l YB:2000 Pool: B1dgSF: 13,500 Ac:2.08 * • MetroScan / Jefferson (CO) • Owner :Hartley Family Enterprises Llc Parcel :430342 Site :*no Site Address* - Xfered :12/30/2003 Mail :22001 Golden Gate Canyon Rd Golden Co 80403 7003 1 680 0005 7082 4948 Use :2177 Vacant,Commercial,Limited Size Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:.66 * : MetroScan / Jefferson (CO) ' - Owner :44 Eldridge Llc Parcel :430343 Site :13800 W 43rd Dr Golden 80403 7003 1680 0005 7082 4955 Mail :770 Heritage Rd Golden Co 80401 Use :2177 Vacant,Commercial,Limited Size Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:8.50 * MetroScan / Jefferson (CO) • Owner :44 Eldridge Llc Parcel :430344 Site :13900 W 43rd Dr Golden 80403 I 7003 1680 0005 7082 4962 Mail :13280 W 43rd Dr Golden Cc 80403 Use :2177 Vacant,Commercial,Limited Size Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:.33 • MetroScan / Jefferson (CO) • Owner :70 Wbc Llc Parcel :431525 Site :3300 Youngfield Service Rd Wheat Ridge 80033 Xfered :07/02/1999 Mail :4505 S Yosemite St #371 Denver Co 80237 7003 1680 0005 7082 4979 Use :3111 Vacant,Industrial Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:2.30 MetroScan / Jefferson : (CO) ' t1Go1f1A8-a Owner 5 :Mues Dan Parcel 436712 U 4986 Site :13200 W 43rd Dr #101 Golden 80403 t 7003 1680 0005 7082 Mail :13200 W 43rd Dr #103 Golden Co 8Q403 ~ Use :3112 Ind,Improved Land \ Phone Bedrm: Bath: TotRm:l YB 200 Pool: B1dgSF :1,980 Ac:.04 * MetroScan / Jefferson (CO) • Owner :Ica Construction Inc Parcel :436725 Uf)CLAIM Site :13200 W 43rd Dr #207 Golden 80403 xfAroa in""---- 1680 0005 7082 4993 Mail :13200 W 43rd Dr #207 Golden Co 80403 7003 Use :3112 Ind,Improved Land e Bedrm: Bath: TotRm:l YB:2001 Pool: B1dgSF :1,998 Ac:.04 * • MetroScan / Jefferson (CO) : * /47-T APTC-P Owner :44 Mesa Condominium Association Parcel 436726 /VCr ktVeW,4/ ^ Site :13200 W 43rd Dr Golden 80403 7003 1680 0005 7082 5806 Mail :851 E Highway 224 #A6 Denver Cc 80229 Use :4151 Agr,Home Owner Association Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:1.43 Information compiledfrom various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. met=scan / Jefferson (CO) owner : Brookhart Bradley R Parcel : 439262 Site : 13601 W 43rd Dr #A3 Golden 80403 vfor=~ i2/n7/2001 Mail : 5678 S Youngfield Way Littleton Co 80127 7004 2890 0001 6401 3728 Use : 3112 Ind, Improved Land Phone - - - - - - Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF: 900 Ac: MetroScan / Jefferson (CO) • Owner : Hawkins Erika P Parcel : 439263 Site : 13601 W 43rd Dr #A4 Golden 80403 7004 2890 0001 6401 3735 - Mail : 5470 Mohawk Rd Littleton Cc 80123 _ _ Use : 3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF: 900 Ac: MetroScan / Jefferson (CO) • Owner : Wiedrich Jon - Parcel :439266 Site : 13601 W 43rd Dr #B1 Golden 80403 I 7004 .,otnctonn'i 2890 0001 6401 3742 Mail : 4690 Upham St Wheat Ridge Co 80033 - Use : 3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :880 Ac: MetroScan / Jefferson (CO) Owner : Wiedri h Jon Parcel :439267 Site : 13601 W d Dr #B2 Golden 8094D.1 ~ Xfered :12/05/2001 Mail : 4690 Upham S ea ' co 80033 - Price :$39,900 Use :3112 Ind,I ed - Phone Bedrm: ath: TotRm:l YB:2002 Pool: B1dgSF :1,000 Ac: * MetroScan / Jefferson (CO) • Owner :Enos Thomas L Parcel :439268 Site :13601 W 93rd Dr #B3 Golden 80403 Mail :5 Golden Eagle Ln Littleton Co 80127 7004 2890 0001 6401 3759 Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :900 Ac: • MetroScan / Jefferson (CO) Owner :Barkley Gregory C/Theresa A Parcel :439269 Site :13601 W 43rd Dr #B4 Golden 80403 Xfered :01/19/2005 Mail :6527 Pike Ct Arvada co 80007 7004 2890 0001 6401 3766 Use :3112 Ind, Improved Land --l- - - Bedrm: Bath: TotRm:l YB:2002 Pool: BldgSF :1,000 Ac: * • MetroScan / Jefferson (CO) • Owner :Eller John E Et Al Parcel :439284 Site :13601 W 43rd Dr #B19 Golden 80403 7004 2890 0001 6401 3773 Mail :460 S Marion Pkwy #501C Denver Co 80209 Use :3112 Ind,Improved Land Phone , Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :1,000 Ac: * • MetroScan / Jefferson (CO) • Owner :American Capital Group Ltd Parcel :439285 n 1 V A 0 Site :13601 W 43rd Dr #B20 Golden 80403 Xfered :12/21/200 AKI p1i Mail :PO Box 1150 Mesquite Nv 89024 7004 2890 0001 6401 3780 Use :3112 Ind, Improved Land - -<<~--~ Bedrm: Bath: TotRm:l YB:2002 Pool: BldgSF :900 Ac: • MetroScan / Jefferson (CO) • Owner :Wiedrich Jon Parcel :439286 Site :13601 W 43rd Dr 1 Golde Xfered :12/05/2001 Mail :4690. Upham St Whea e Co 80033 Price :$39,900 Use :3112 Ind,Im e Land Phone Bedrm: TotRm:l YB:2002 Pool: BidgSF :1,000 Ac: * • MetroScan / Jefferson (CO) Owner :Wiedri Jon Parcel :439287 Site :13601 W 43r #B22 Golden 80403 Xfered :01/07/2002 Mail :4690 Upham St Whe o 033 Price :$35,700 Use ~nr1-xtprt° ved Lan :3112 Phone Bedrm: Bath: TotR..I YB:200- ol: B1dgSF GE MetroScan CO) ( :880 Ac: * Owner :13601 W 93rd Drive Unit C-1 Land 7 07 st 0 Parcel :439288 Site - :13601 W 43rd Dr #Cl Golden 80903 1~i 252Q05 Xfered :01/04/2002 401 3797 Mail ~ :PO Box 302 Longmont Cc 80502 \ A?R 7004 2890 0001 6 Use :3112 Ind,Improved Land ~ - Bedrm: ~ Bath: TotRm:l YRe2002 Pool," B1dgSF :900 Ac: Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. : MetroScan / Jefferson (CO) • Owner :Garbe Robert J Parcel :439289 Site :13601 W 43rd Dr #C2 Golden 80403 xfarorl •~~Ina /~nni Mail :6202 Chimney Rock Trl Morrison Cc 80465 7004 289. 0 0001 6401 3803 Use - :3112 Ind,Improved Land ---Prione-- _ Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :900 Ac: • MetroScan / Jefferson (CO) • Owner :Griffith Richard/Barbara Parcel :439290 Site :13601 W 43rd Dr #C3 Golden 80403 7004 2890 0001 6401 3810 Mail :5225 Gladiola St Arvada Co 80002 - - Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :900 Ac: MetroScan / Jefferson (CO) Owner :America apital Group Ltd Parcel :939291 Site :13601 W 43r o den 80403 Xfered :12/21/2001 Mail :PO Box 1 es ite Nv 89024 Price :$37,700 Use :31 d, Improved nd Phone Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF :900 Ac: * MetroScan / Jefferson (CO) • * rA 0 Owner :94th Storage Condominium Association The Parcel :439300 (J N CL A1 Site :*nc Site Address* 2 90 0001 6401 382 8 80403 7004 . Mail :13601 W 43rd Dr Golden Co Use :4151 Agr,Home Owner Association Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:2.07 MetroScan / Jefferson (CO) • Owner :Casey Investmen Llc - Parcel :444851 Site :4120 Youngfieldt W ge 80033 Xfered :10/09/2003 Mail :6557 Bear Ridge Way Go 0 80403 Price Use :2112 Com,Improved LgFM _ Phone Bedrm: Bath: tRm:l YB:1994 Pool: B1dgSF :3,709 Ac:3.97 /G~ i)G~jG ~u.11 ti 1 fy ~v Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. 'L5 i m~R~® FORM 835663 THE FROM U.S. PAT. NOS. 5,507,393; 4,365,903 WALZ CERTIFIED MAILERTM Jefferson County 7DO4 2890 0001 6401 3834 Board of County Commissioners Label #1 100 Jefferson County Pky. Golden, CO 80419-5550 Nanette Neelan Assistant County Administrator 7004 2890 0001 6401 3841 Label #2 100 Jefferson County Pky. Golden, CO 80419-2520 Kate Newman Jefferson County 7004 2890 0001 6401 3858 Label #3 Planning & Zoning Dept. 100 Jefferson County Pky., Suite 3550 Golden, CO 80419 i ~I c, it Coors Brewing Company Robert Snyder & Stephen Smith Lisa Birdsong PO Box 4030 11844 W 28th PI 3395 Braun Rd Golden, CO 80401 Lakewood, CO 80215 Golden, CO 80401 Richard Wood & Karen Wood Cabelas Retail Inc Cabelas Retail Inc 3340 Alkire Ct I Cabela Dr 1 Cabela Or Golden, CO 80401 Sidney, NE 69160 Sidney, NE 69160 Roxanne Runkel Cusa Bccae Llc Verna Ferguson 3415 Alkire Way 1 Riverway #500 4221 Xenon St Golden, CO 80401 Houston, TX 77056 Wheat Ridge, CO 80033 Discover Land Company P L Inc Edward Howard & Linda Howard 23651 Golden Gate Canyon Rd 250 Schilling Cir 4160 Youngfield St Golden, CO 80403 Cockeysville, MD 21031 Wheat Ridge, CO 80033 Edward Howard & Linda Howard Kenneth Lewis Thomas Mares 4160 Youngfield St 3802 Wright Ct 3380 Alkire Ct Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Golden, CO 80401 Leonard Abote & Lucille Abote John Cummings & Nancy Jean Sells William & Tania Peterman Jr. 3346 Alkire Way 3400 Braun Ct 13505 W 34th Ave Golden, CO 80401 Golden, CO 80401 Golden, CO 80401 Kenneth OehIkers Emilie & James Horne Coors Brewing Company 13525 W 34th Ave 3381 Alkire Ct PO Box 4030 Golden, CO 80401 Golden, CO 80401 Golden, CO 80401 Steven Olson Lindsey & Paige Sowitch Dwaine Richter 3341 Alkire Ct 6417 Willow Springs Dr 6565 S Syracuse Way #1202 Golden, CO 80401 Morrison, CO 80465 Englewood, CO 80111 Ridgeview Baptist Church Jefferson County Showme Mountain Investors Llc 3810 Youngfield St 1700 Arapahoe St 100 S Brentwood Blvd Wheat Ridge, CO 80033 Golden, CO 80419 Saint Louis, MO 63105 Jefferson County Cabelas Retail Inc Douglas Shaffer & Patricia Shaffer 100 Jefferson County Pkwy 1 Cabela Dr 3325 Beech Ct Golden, CO 80419 Sidney, NE 69160 Golden, CO 80401 Ronald Robacker & Cheryl Robacker Robert Whitfield & Maureen Whitfield 3335 Beech Ct 3324 Beech Ct Golden, CO 80401 Golden, CO 80401 Applewood Lane Homeowners Association I Youngfield Plaza Llc 3304 Beech Ct 4096 Youngfield St Golden, CO 80401 Wheat Ridge, CO 80033 Marguerite Lund 13305 W 33rd PI Golden, CO 80401 1 Kgc 650 Three Springs Rd Bowling Green, KY 42104 City Of Wheat Ridge Arab Retail Income Fund Inc Amb Retail Income Fund Inc 7500 W 29th Ave 1301 SE 10th St 4350 East West Hwy #400 Wheat Ridge, CO 80033 Bentonville, AR 72716 Bethesda, MD 20814 Casey Investment II Llc Casey Investments II Llc Mw Real Estate LIc 6557 Bear Ridge Way 6557 Bear Ridge Way 13050 W 43rd Or Golden, CO 80403 Golden, CO 80403 Golden, CO 80403 13100 Building LIc Wild Ventures LIc Sherrydale LIc 13100 W 43rd Dr 6557 S High Dr 13059 Wolverine Ct Golden, CO 80403 Morrison, CO 80465 Littleton, CO 80127 Ted Peterson & Valeri Peterson Jmc Properties LIc High Plateau Truss Inc 11659 S Upper Ranch Dr Pb & J Investments LIc 13651 W 43rd Or Pine, CO 80470 2276 S Holman Cir Golden, CO 80403 Lakewood, CO 80228 Hartley Family Enterprises Llc 44 Eldridge LIc 44 Eldridge Llc 22001 Golden Gate Canyon Rd 770 Heritage Rd 13280 W 43rd Dr Golden, CO 80403 Golden, CO 80401 Golden, CO 80403 70 Wbc Llc Dan Mues Ica Construction Inc 4505 S Yosemite St #371 13200 W 43rd Dr #103 13200 W 43rd Dr #207 Denver, CO 80237 Golden, CO 80403 Golden, CO 80403 44 Mesa Condominium Association Bradley Brookhart & Donna Brookhart Erika Hawkins 851 E Highway 224 #A6 5678 S Youngfield Way 5470 Mohawk Rd Denver, CO 80229 Littleton, CO 80127 Littleton, CO 80123 Jon Wiedrich Jon Wiedrich Thomas Enos 4690 Upham St 4690 Upham St 5 Golden Eagle Ln Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Littleton, CO 80127 Gregory & Theresa Barkley John Eller & Yelena Eller 6527 Pike Ct 460 S Marion Pkwy #501C Arvada, CO 80007 Denver, CO 80209 Jon Wiedrich Jon Wiedrich 4690 Upham St 4690 Upham St Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Robert Garbe Richard & Barbara Griffith 6202 Chimney Rock Trl 5225 Gladiola St Morrison, CO 80465 Arvada, CO 80002 44th Storage Condominium Association The Casey Investments I Llc 13601 W 43rd Dr 6557 Bear Ridge Way Golden, CO 80403 Golden, CO 80403 American Capital Group Ltd PO Box 1150 Mesquite, NV 89024 13601 W 43rd Drive Unit C-1 Land Trust PO Box 302 Longmont, CO 80502 American Capital Group Ltd PO Box 1150 Mesquite, NV 89024 S(,c~ Us-e 4 ( p4) * Search Parameters * Jefferson (CO) * 4/14/2005 * 12:50 PM Parcel Number ...71 39 193 01 001 39 194 00 002 39 194 01 002 39 194 01 003 39 194 01 004 39 194 01 005 39 194 01 008 39 194 01 009 39 194 01 046 39 194 02 001 39 194 02 002 39 194 02 005 39 194 02 006 39 194 02 006 39 194 02 009 39 194 02 016 39 202 03 001 39 202 03 002 39 202 03 003 39 202 03 006 39 203 00 003 39 203 00 Oll 39 203 00 020 39 203 01 001 39 203 01 004 39 203 03 001 39 203 03 004 39 203 03 005 39 203 03 006 39 244 00 001 39 292 00 003 39 292 02 009 39 292 03 005 39 292 05 007 39 292 05 008 39 292 07 001 39 292 07 003 39 292 07 004 39 292 07 021 39 292 07 033 39 301 01 002 39 301 01 003 39 301 01 007 39 301 01 025 39 301 01 026 39 301 01 027 39 301 01 053 39 301 01 054 39 301 01 055 39 301 01 056 39 301 99 001 39 302 00 002 39 194 01 012 Search Parameters (Continued) 39 194 01 013 39 194 01 014 39 194 01 015 39 194 01 030 39 194 01 031 39 194 01 032 39 194 01 033 39 194 01 034 39 194 01 035 39 194 01 036 39 194 01 037 39 203 00 021 39 292 07 002 39 292 07 005 39 301 01 004 39 301 01 028 NOTICE OF PUBLIC HEARING Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge CITY COUNCIL on May 9, 2005, at 7:00 p.m. in the City Council Chambers of the Municipal Building at 7500 West 29th Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. The following petition shall be heard: Case No. SUP-05-04: An application filed by Cabela's Retail Inc. & Coors Brewing Co. for approval of amended Special Use Permit to allow for deposition and excavation of fill dirt material in an added area and a waiver to the 30 foot setback requirement for parcels located west of I-70, south of Highway 58 and north of W. 32nd Avenue and legally described as follows: A PARCEL OF LAND, LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 19, THE SOUTHWEST ONE-QUARTER OF SECTION 20, THE NORTHWEST ONE-QUARTER OF SECTION 29, AND THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE- QUARTER OF SECTION 30, BEING IN TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, WHENCE THE EAST ONE- QUARTER CORNER OF SAID SECTION 30 LIES SO1 °01'50"E ALONG THE EAST LINE OF THE SAID NORTHEAST ONE-QUARTER OF SECTION 30, 1320.79 FEET; THENCE S89°10'02"W ALONG THE SOUTH LINE OF THE SAID NORTHEAST ONE- QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, 1315.31 FEET TO THE WEST LINE OF SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE- QUARTER; THENCE N00°55'47"W ALONG SAID WEST LINE, 1320.36 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE N00°07'30"W ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER, 913.46 FEET TO THE SOUTHWEST LINE OF THAT 80' WIDE DENVER WATER BOARD EASEMENT RECORDED AT RECEPTION #92130445 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE S89°07'31 "W, 57.62 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 791.19; THENCE THROUGH A CENTRAL ANGLE OF 15°21'56", NORTHWESTERLY ALONG THE ARC OF SAID CURVE 212.18 FEET, SAID CURVE HAVING A CHORD OF 211.55 FEET WHICH BEARS N50°55'48"W TO A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1529.61 FEET; THENCE THROUGH A CENTRAL ANGLE OF 12°49'33", WESTERLY ALONG THE ARC OF SAID CURVE 342.40 FEET, SAID CURVE HAVING A CHORD OF 341.69 FEET WHICH BEARS N75°38'51 "W TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1022.23 FEET; THENCE THROUGH A CENTRAL ANGLE OF 10005-16", WESTERLY ALONG THE ARC OF SAID CURVE 179.98 FEET TO THE POINT OF TANGENCY, SAID CURVE HAVING A CHORD OF 179.75 FEET WHICH BEARS N87°06' 16"W; THENCE S87°51'06"W, 175.73 FEET; THENCE N00°23'12"W, 174.56 FEET TO THE SOUTH LINE OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 19; THENCE S89007'31"W ALONG SAID SOUTH LINE, 410.63 FEET TO THE SOUTHWEST CORNER OF THE SAID NORTH ONE-HALF; THENCE N00°23'12"W ALONG THE WEST LINE OF THE SAID NORTH ONE-HALF, 171.61 FEET TO A NON-TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 505.40; THENCE THROUGH A CENTRAL ANGLE OF 53°02'20", NORTHEASTERLY ALONG THE ARC OF SAID CURVE 467.85 FEET, SAID CURVE HAVING A CHORD OF 451.32 FEET WHICH BEARS N28°13'09"E TO THE POINT OF TANGENCY; THENCE N01 °41'59"E, 392.35 FEET TO THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE CITY OF WHEAT RIDGE ANNEXATION NO. 98-5, ORDINANCE NO. 1116, SERIES OF 1998, ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 58 AS DESCRIBED IN THAT DOCUMENT RECORDED IN DEED BOOK 2177, PAGE 367 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE N87°01'30"E ALONG SAID BOUNDARY AND SOUTH RIGHT-OF-WAY LINE AND IT'S EASTERLY EXTENSION, 2907.23 FEET TO THE NORTHWEST RIGHT-OF-WAY LINE OF THAT PARCEL FOR INTERSTATE 70 RECORDED IN BOOK 1875, PAGE 159 IN SAID OFFICE; THENCE N38°50'10"E ALONG THE WEST LINE OF SAID STATE HIGHWAY PARCEL, 138.70 FEET TO THE SOUTH LINE OF THAT PARCEL RECORDED IN BOOK 2163, PAGE 160; THENCE N73°42'38"E ALONG SAID SOUTH LINE, 322.71 FEET TO WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE ORIGINAL WHEAT RIDGE INCORPORATION DOCUMENTS RECORDED IN BOOK 2118 AT PAGE 521 IN SAID OFFICE ; THENCE S01°06'12"W, ALONG SAID CITY BOUNDARY, 399.77 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INTERSTATE 70; THENCE 588056'22"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 559.40 FEET TO THE SOUTHEAST RIGHT-OF-WAY LINE OF THAT STATE HIGHWAY PARCEL AS RECORDED IN BOOK 1895, PAGE 55; THENCE S38°52'45"W, ALONG SAID SOUTHEAST RIGHT-OF-WAY LINE, 135.70 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID PARCEL; THENCE S89022'40"W, /ALONG SAID SOUTH RIGHT-OF-WAY LINE, 232.23 FEET TO THE WEST LINE OF SAID SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE S00008' I 1 "W, ALONG SAID WEST LINE, 752.42 FEET TO THE SOUTHEAST CORNER OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S89007'31"W, ALONG THE SOUTH LINE OF SAID NORTH ONE-HALF, 1319.03 FEET TO THE NORTHWEST CORNER OF SAID SOUTHEAST ONE-QUARTER, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S00007'30"E, ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER, 382.28 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; THENCE ALONG THE NORTH LINE OF SAID PARCEL THE FOLLOWING 3 COURSES: 1) N89052'30"E, 425.00 FEET; 2) N64057'30"E, 177.70 FEET; 3) 589039'40"E, 731.27 FEET TO THE WEST LINE OF THE SAID SOUTHWEST ONE- QUARTER OF SECTION 20; THENCE N00008' 11"E ALONG SAID WEST LINE, 7.56 FEET TO THE NORTH LINE OF THE SOUTH 3/4 OF LOTS 21 THROUGH 24, ROXBURY GARDENS, DESCRIBED IN THAT DOCUMENT AS RECORDED AT RECEPTION #09337790 IN SAID OFFICE; THENCE N89001'07"E ALONG SAID NORTH LINE, 990.43 FEET TO THE SAID WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AND THE WEST RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE ALONG SAID CITY BOUNDARY AND SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING FOUR COURSES: 1) S00041'53"E, 1005.12 FEET TO THE SOUTH LINE OF SAID SECTION 20; 2) S00°45'49"E, 1321.80 FEET TO THE SOUTH LINE OF THE NORTHWEST ONE- QUARTER OF THE SAID NORTHWEST ONE-QUARTER OF SECTION 29; 3) S00°43'42"E, 241.50 FEET; 4) S06°23'48"W, 82.23 FEET TO THE SOUTH LINE OF LOT 16, SAID ROXBURY GARDENS, ALSO BEING THE NORTHEAST CORNER OF THE CITY OF WHEAT RIDGE BOUNDARY, AS DESCRIBED IN THAT ANNEXATION ORDINANCE NO. 152, SERIES OF 1974, RECORDED AS RECEPTION NO. 644863 OF SAID CLERK AND RECORDER'S OFFICE; THENCE S89°24'52"W ALONG SAID BOUNDARY AND SAID SOUTH LINE, 986.91 FEET TO THE WEST LINE OF SAID LOT 16, BEING THE SAID EAST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 30; THENCE N01 °01'50"W ALONG SAID EAST LINE, 323.40 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 198.040± ACRES Kathy Field, Administrative Assistant ATTEST: Pamela Y. Anderson, City Clerk To Be Published: Wheat Ridge Transcript Date: April 21, 2005 SCALE: 1"=100' 93. Co r, - 1 _ -1 PROPERTY D LINE - - 16.46' 43:16' 71.88'. + MIN. ENVELOPE STRUCTURAL FILL PRISM k331:1-f- - \-MIN. AREA OF EXIST FILL PROPOSED REMOVAL CABELA'S °a 0 O - BUILDING EXTERIOR WALLS F.F.E.=5441.44 86' 117,87 ~ I~ 1> I W Yn STRUCTURAL FILL PRISM MIN. AREA OF EXIST FILL REMOVAL MIN. AREA OF EXIST FILL REMOVAL- 80' 20'--~ 55.90' O 40' 83.99r EXIST. EDGE OF. ASPHALT TOE OF STRUCTURAL FILL PRISM '.MARTIN /MARTIN CONSULTING ENGINEERS MAY 04, 2005 0 Z 0 J 7 Q m3 a O W ~OO 000 C U m N Z O O a F=- J Z > 00 O ~ W O Z Z NW O-C N N 0 a m Z 0 a a x w w _ 0 ~a as m O IW- N O W I yOj 0 ma W mom ~ U Z } O J J Zz Z J W O c~ } W U W ~ C 0 Z N z 4 m w O 0 CL CL --T W 2 J H s W a O a Ol W O m v Z ~ X W \ I o Z ~ W Q W Q W maz _ Z K U ~O O J 4 Z Z } N K U W Q J W in X w W O W Q 2 0 O N 1 J O J j Z O f <0: Mw co y O X ~ W J OM W 0 Z H N Q CL i2 _o SO O 0 W O O Q W W H>O.. G}~.aw J ~ O W W Q W Z Ir Oz a Oww(nZ U> Q W OZ W = ?jJ ~m0 0 O <1n CL } 1'ZmZm WO-C Z JVI~Z Q Z W ? O U W O Q U MU) W7 0 O 2 j N Z _ W Q p H W Z % 0 m Q a gam o } W 01500' Q \ 0 N 0 0 m z z w-a~a J 3 o a m m :3 ° EE mm3a ~ En m Z a Q Y m x Q 0 N Q O Q ~ LL J m 4 ❑ O N O O 2 H O.' 0 Z Q a z Z 0 O U w W N Z Z 0-1 U r Z ~ 0 _ W Pa > m U a x W } Q 0 CL m W F- N O 00 (n N N w J Q N H ~ O> 69.0( EXIST. BUILDING EXTERIOR WALL OF ANIMAL SHELTER 5475 ZONE OF NATURAL SAND/GRAVEL 77.20' TEMPORARY EXCAVATION SLOPE PROFILE JEFFERSON COUNTY ANIMAL SHELTER EXISTING i PROPERTY LINE~ EDGE OF ASPHALT PARKING LOT i 1DE- \ 16.5't- LOT EXISTING NORTH BERM- MARGINALLY COMPACTED CLAY FILL TO BE REMOVED FINISH GRADE it .l PROPOSED BUILDING EXTERIOR WALL --40' PROPOSED CABELA'S BUILDING FINISHED FLOOR T -OF MIN. EXIST. FILL EXISTING NORTH BERM- MARGINALLY COMPACTED CLAY FILL TO REMAIN j >\\i\ BEDROCK-- FLATTEN LOWER PORTION OF SLOPE OR MIN. ZONE OF EXIST. PROVIDE SHORING AS NECESSARY TO MARGINALLY COMPACTED MAINTAIN STABILITY IN EVENT OF VARIED FILL TO BE REMOVED SOIL CONDITIONS SUCH AS SEEPAGE (VERIFICATION BY SOILS ENGINEER) 0 SCALES: HORZ. 1=20 VERT. 1=20 50 100 SECTION B-B 150 200 MAY 3001 I,MARTIN /MARTIN CONSULTING ENGINEERS TEMPORARY EXCAVATION CONDITIONS - NORTH PROPERTY LINE 1 2499 WEST COLFAX AVE. P.O. Box 151500 LAKE WOOO~ CO BO215 303.431.6100 FAX 303.431.402S 0 a I I o z N W a N m K N 11~ w z O Q O m o r 2 W N 00 0 6 Z O Q \ N F N W O m 'Jp OW Z w~ 00Q 1i~3 O U'W WOC 1 0: Q OQW ~O(I Z J 3%D~N ZUO ZO ti CW Q IL c0: F m mm O W Z QYN% K~ N U I ZWJ Xw OMOW Y W W Q 0 N O> S W 4 I H Z 4 N r V1 ~ ❑ N LL J N 4 I 0 En ~ Qw L) I KQQ O0><w Q OW w2w OZwSJ CL 5 ix X O cVO 0a?wO ~zmZco Z< Z C6 W C p O W I N Z} I y O 0 z X -C P< a J J J w U 2 W? O U Q W W 0 6 U 4 lox: > 6 ~OZW C O iL ~°r~ a a0 0 z \ IL zz O Q in o p W V) O N ~ ~ N / W loo f W W (n WUO Z m n w O ~s Z o o o °w o- o 0- x - Q~ W O C J ~ o O U xa: W Q w a V) Q \\//\\/m iJ l O 0: x S } W O U) W U f J '~/~\\/\\j O a O O Q O -H a t: In - X W w o a Xa wad ~ LLI oar W w u w O J/C OJp Z J K O N a H a3 OO a~/o ?Z5- WN.O zW cn z ~1 ~sv. m00 a WCO Ua N O OW Z 00 O W (n N N w W II II J n i°n r O U') Q fV F- N N N N N U O LJ Cn 2 > Coors Brewing Company Golden, Colorado 80401-0030 April 28, 2005 (HAND DELIVERED) Alan White Director of Community Development City of Wheat Ridge Wheat Ridge, CO Subject: Environmental Letters Dear Alan, I am enclosing several letters concerning endangered species and wetlands determinations on properties which are subject to pending zoning matters before the City of Wheat Ridge. The letters refer to two properties - the Everist Parcel and the Mount Olivet South Parcel. The former parcel lays south of Clear Creek and just west of I-70 and includes the land owned by Cabela's on which they intend to build their store, as well as the parcel where our Lake B-5 will be created and a -15 acre commercial/retail to be located just north of the lake. The Mount Olivet South parcel is the -40 acres immediately north of Clear Creek and east of Eldridge Street (as extended) which Coors has included in the annexation and rezoning requests to Wheat Ridge. There are seven letters enclosed. They include: 1. Letter of April 13, 2005 from USFWS to three Applewood residents concerning endangered species within the Cabela's project area, 2. Letter of April 1, 2005 from three Applewood residents to the USFWS regarding endangered species in the Cabela's project area (attached to the above letter, item 1), 3. Letter of November 23, 2004 from the USFWS to Savage and Savage Environmental concerning orchid clearance on the Mount Olivet South property, 4. Letter of November 23, 2004 from the USFWS to Savage and Savage Environmental concerning orchid clearance on the Everist property, 5. Letter of September 9, 2004 from the USFWS to Savage and Savage Environmental concerning Preble's meadow jumping mouse clearance on the Mount Olivet South property, 6. Letter of January 27, 2004 from the USCOE to Coors Brewing Company regarding wetlands jurisdictional determination on the Everist property, and 7. Letter of October 26, 2004 from the USCOE to Coors Brewing Company regarding wetlands jurisdictional determination involving a temporary crossing of Clear Creek and the Mount Olivet South property. m MU If you have questions, please contact Don MacDonald at 303.277.3455 or myself at 303.277.2028. Sincerely, l -G ei G t Director, Water Resources and Real Estate United States Department of the Interior FM AND Wlt DUPE SERVICE Horbon Building B Grand ,inaction, Colorado 81506.3946 MaEPLYRER&M, ES/COTWS/E5/S,biranihes MS 65412 OJ April 13, 2005 Claudia Browne, Mark Griswold, and Roni Teitiebaur 14362 W. 3& Place Golden, CO 80401 Dearf4s. Browne etaL: The U.S. Fish and Wi7dlike Service (Service) received your letter dated April 1, 2005, concerns abmrt passr'ble destruction ofpotential babimtfor Spirmrtlres Ouvialis (Iite kdiea'- tresses orchid) on the proposed development by Cabeles ofthe Everist parcel, located in T. 3 S. R. 69 W, Section 19, Sl)2 SM/4; SaWan20, SWl/45WI14; Seetim 29, NW114NW114; and Seetim 30,N1/-lEl/4 in Jefferson Comgy, Colmado. Yourletter cotes that the orchid surveys that were conducted an the aft in-2004 may have bun incomplete and inviolation, of to Endangered Species Act and a U S. Army Corps of Engineers (USACE) nationwide permit. Service andwsityto mquure a survey for a listed plant spew depends on the involvement of federal8mdiog, federal lames, ornq*ed federal pemita such as the USAGE nationwide permit for activities affecting wetlmds. Union animals, listed tbmateaed plmis ate rot protected by federal regulations on private lands. The wetlands mthe Everist parcel will not be developed under anatiomvide permit, as stated in your lcttor, because there are no jurisdictional wetlands an the site. A letter from the USACE is attached to the envitonmemal assessment which is available on the City of Wheat Ridge web site. The Service the Carps to verffy tbatno nationwide permit is required. The envumuncotal consultants am confident that their assessment was complete and thorough. The CabcWs development is to be located on a portion of the 123 acre Everist parcel. There seems to be no basis for your statementibat the development covers 230 acres. Them arc other adjacent parade in addition to Everist being considered ibr ammraRon by the City of Wheat Ridge. Maps provided on the city wdr site show tlm Ce"s plans and proposed location in relation to the other properties prqxwed for annemtion. Cabela's hired the envirmu sental f [ m ofSavam and savage to conduct a complete environmental assessment ofthe proposed development site, including surveys for the Ute ladies'-ftesses. The orchid survey was m1trequired bytbe Service, but we did review the survey report submitted to us. Our fin ft was not one of'ho impact as stated in your letter. We found that the project may affect, but is not 11 only to adversely affect this speeies,based on the negative results of the surveys. We recommended that the surveys be repeated in 2005 if the suitable habitat has not been altared by &2k, because the plants do rut always emerge every year, This is only a recommendation; we have no authority to require surveys for plants on private lends when no federal nexus exists. As you poinmd out in your letter, theta is potential habitat for the orchid in the vicioitY of this project. We encataage you to wodr with landowners and local botanists W condaet volunteer surveys for aevrpopnlationa,to moaimrknowa populations, or to implement habitat management plans. if we can be of further assistance, please contact 6UM Mayo at (970) 243- 2779, maenslon 14, or ellen maya@&Mgav. Sincerely. Opaw kp Allan R. Plistar Westem Colorado Supervisor cc: USAGE, LMIEton, CO 0. Randolph Yormg, City Manager, Wheat Ridge Savage and Savage Enviromov cuW Mack Kieffer, Norris bollea April 1, 2005 Allan Pfister Fish and Wildlife Service Ecological Services 764 Horizon Drive, Building B Grand Junction, Colorado 81506-3946 Reference: _ ES/CO:FWS/ES/Spiranthes MS 65412 GJ Dear Mr. Pfister: We are writing as concerned neighbors to express our apprehensions about the imminent destruction of potential Spiranthes &Iuvialts (Ute ladies'-tresses orchid) habitat at the proposed Cabela's development site along Clear Creek in Jefferson County, Colorado. In September 2004, you received a letter and habitat assessment and survey report for the subject site prepared by Savage and Savage Environmental, which the US Fish and Wildlife Service (USFWS) subsequently deemed as acceptable in your letter dated November 23, 2004. We disagree with the finding of no impact from the proposed project, and we urge you to immediately reevaluate the available data, the conclusions, and how your approval is being used. Upcoming excavation work, scheduled to begin on Monday April 4, 2005, was approved in part based on the U.S. Fish and Wildlife Service letter to Savage and Savage. However, we believe this project (and particularly the upcoming excavation) will violate the Endangered Species Act as well as the conditions of the U.S. Corps of Engineers nationwide permit under which the work is being done (which prohibits any activity that "is likely to jeopardize the continued existence of a threatened or endangered species or...which will destroy or adversely modify the critical habitat of such species.') Based on the Savage and Savage environmental assessment report dated November 2004, it appears that the information that was provided was incomplete and misleading and therefore underestimated the impacts to the orchid habitat for the following reasons: • It appears that Cabela's only provided the USFWS with information for the 123-acre Evenst parcel, which is only a portion ofthe total 230-acre development site. Therefore the survey is incomplete. If this is the case, than the remaining areas of the site need to be surveyed and reviewed by the agency, and no work should be allowed in these areas until the survey is complete. • The report states that the orchid is known to exist within 2-miles upstream of the site, and it did not report a much closer occurrence in a similar ecological setting. Independent information identified the presence of the orchid within several hundred yards downstream of the site growing in an old gravel quarry. The close proximity and similarity of circumstances where this listed species is now recognized both upstream and downstream of the site strongly suggests the need for an additional survey prior to disturbance that will destroy any habitat. The one year of survey data was inadequate to reach the conclusion of no impact given that the orchid does not flower every year and that it was likely to be stressed due to the drought conditions we were experiencing at the time of the survey. Unless the U.S. government intervenes, the second year of survey data (which could provide needed data to confirm the plant's absence) will not be conducted and may be a moot point because the habitat will already have been destroyed. The Appleweod Property Owners expressed our concerns to the Wheat Ridge City Council, Coots, and Cabela's in a City Council meeting on February 28, 2005, but these parties have chosen to disregard our legitimate concerns and have moved ahead with the excavation project in spite of numerous compelling, environmental reasons that there should be additional environmental evaluations done before the project proceeds. The Jefferson County Board of Commissioners shares our concern over the need to further evaluate environmental issues associated with the development as expressed in their letter of February 24, 2005 to the City of Wheat Ridge. That letter requested a completed Phase rl Environmental Site Assessment, which clearly should include additional Ute ladies'-tresses orchid surveys conducted by qualified personnel during the appropriate time of year. Based on the above-noted concerns and the absence of local action, we believe there are sufficient grounds for the USFWS and the USACE to request that the earthwork be postponed until this issue is resolved. In a recent community meeting, Cabela's management informed us that in the past they relocated a development to avoid impacting an endangered species babitat at another store location. We are therefore hopeful that as outdoor enthusiasts (and a nationally recognized business with a responsibility to its shareholders), they will again show the same consideration for this important issue and take the time necessary to adequately assess this habitat and ensure no damage to Colorado's precious resources. Thank you for your time and prompt consideration of this issue. We look forward to hearing your decision on how to proceed. Should you have any questions, please feel free to contact Mark Griswold at 303 279-9331. Sincerely, I bpqG" Claudia Browne Marie Griswold Roni Teidebaum Co.* Terry McKee, U.S. Army Corps of Engineers U.S. Senator Ken Salazar U.S. Senator Wayne Allard U.S. Representative Bob Beauprez CO State Senator Moe Keller CO State Representative, Gwyn Green Jefferson County, Nanette Neclan City of Wheat Ridge, Mayor Gretchen Cerveny Cabela's, Mike Callahan Coors Brewing company Savage and Savage ENVIRONMENTAL practical solutions for environmental issues 4610 Haystack Drive 970 674 8080 telephone Windsor. Colorado 80550 970 674 8088 facsimile savageancleavage@earthiink.net Transmittal To: Company: Address: City, State, Zip: Phone: Via: From: Company: Project: Phone: Fax: Date: Donald W. MacDonald Coors Energy Company P.O. Box 467 Golden, CO 80402 303-277-3455 U.S. Post Office Edith Savage Savage and Savage, Inc. Mount Olivet, Orchid Clearance (970) 674-8080 (970) 674-8088 December 13, 2004 Comments: Enclosed, for your files, is the orchid clearance for the Mount Olivet site. United States Department of the Interior FISH AND WILDLIFE SERVICE Ecological Services 764 Horizon Drive, Building B Grand Junction, Colorado 81506-3946 IN REPLY REFER TO: ESICO:FWSIESISpiranthes MS 65412 GJ November 23, 2004 Edith Savage Savage and Savage Environmental 4610 Haystack Drive Windsor; Colorado-80550 Dear Ms. Savage: Based on the authority conferred to the U.S. Fish and Wildlife Service (Service) by the Endangered Species Act of 1973 (ESA), as amended (16 U.S.C. 1531 et seq.), the Service has reviewed the habitat assessment and survey report for Spiranthes diluvialis (Ute ladies'-tresses orchid) (orchid) submitted with your letter of August 23, 2004. This report regards the proposed development by Coors Brewing Company of the Mount Olivet South parcel, located in T. 3 S., R. 69 W., section 19, S '/2 SE '/4; in Jefferson County, Colorado. Based on compliance with the orchid survey guidelines, the Service finds the report acceptable. The Service agrees that the suitable habitat surveyed at this site is not occupied by mature orchid plants at this time, and finds that the impacts resulting from the proposed project are not likely to adversely affect the continued existence of the orchid. The orchid does not necessarily flower every year. For any site within required survey areas where habitat alteration has not yet occurred following an initial approved survey, additional surveys shall be conducted annually for two consecutive years or until habitat alteration commences. We appreciate your submission of this report to our office for review and comment. If the Service can be of further assistance, please contact Ellen Mayo at (970) 243-2778, extension 14, or ellen_mayo@fws.gov. Sincerely, n n UL 1' Allan R. Pfis'fer Western Colorado Supervisor cc: COE, Littleton EMayo:FWSESCa BowingCompmyPmjmtSpimndh SurveyLtr.dm:i 12304 Concurrence from USFWS dated November 23, 2004 for the Savage and Savage Ute ladies'-tresses orchid survey conducted at the Everist Parcel in 2004. VITW United States Department of the Interior FISH AND WILDLIFE SERVICE Ecological Services 764 Horizon Drive, Bail ding B Grand Junction, Colorado 81506-3946 1N AWLYREM TO: ESICO:FWSIBSISpiranthes MS 65412 GJ November 23, 2004 Edith Savage ' Savage and Savage Environmental 4610 Haystack Drive Windsor, Colorado 80550 Dear Ms. Savage: Based on the authority conferred to the U.S. Fish and Wildlife Service (Service) by the Endangered Species Act of 1973 (ESA), as amended (16 U.S.C. 1531 et seq.), the Service has reviewed the habitat assessment and survey report for Spiranthes diluvialis (I to ladies'-tresses orchid) (orchid) submitted with your letter of September 14, 2004. This report regards the proposed development by CabeWs ofthe Evers t parcel, located in T. 3 S., R 69 W., section 19, S'% SE %4; section 20, SW % SW 1/o; section 29, NW'/1NW V4; and section 30, N % NE'/, in Jefferson County, Colorado. Based on compliance with the orchid survey guidelines, the Service fiords the report acceptable. The Service agrees that the suitable habitat surveyed at this site is not occupied by mature orchid plants at this time, and finds that the impacts resulting from the proposed project are not likely to adversely affect the continued existence of the orchid The orchid does not necessarily flower every year. For any site within required survey areas where habitat alteration has not yet occurred following an initial approved survey, additional surveys shall be conducted annually. for two consecutive years or until habitat alteration commences. We appreciate your submission of this report to our office for review and comment. If the Service can be of further assistance, please contact Ellen Mayo at (970) 243-2778, extension 14, or ellen mayo@fws.gov. Sincerely, "I-V k~fa-vt Allan R. Pfiste Western Colorado supervisor cc: COE, Littleton EMeyo:FWSESCalfaluOyajectSplmr&wSucvgW.dac:i 12304 Savage and Savage ENVIRONMENTAL practical solutions for environmental issues 4610 Haystack Drive 970 674 8080 telephone Windsor, Colorado 80550 9706748088 facsimlle c,avageandeavage@earr.hlimk.net Transmittal To: Company: Address: City, State, Zip: Phone: Via: Donald W. MacDonald Coors Brewing Company P.O. Box 467 Golden, CO 80402 303-277-3455 U.S. Post Office From: Edith Savage Company: Savage and Savage, Inc. Project: Mount Olivet South Parcel Mouse Clearance Phone: (970) 674-8080 Fax: (970) 674-8088 Date: September 10, 2004 Comments: Attached for your files is the mouse clearance for the Mount Olivet South Parcel. ~SMgxr of tH United States Department of the Interior a FISH AND WILDLIFE SERVICE e,~~x 9 ~s>9 Ecological Services Colorado Field Office 755 Parfet Street, Suite 361 Lakewood, Colorado 80215 IN REPLY REFER TO: ES/CO: T&E/PMJM/Other MS 65412Lkwd SEP - 9 2004 Michael Savage Savage and Savage Environmental 4610 Haystack Drive Windsor, Colorado 80550 Dear Mr. Savage: We are responding to your letter of August 23, 2004, requesting clearance under the authority conferred to the S. Fish and Wildlife Service (Service) by the Endangered Species Act of 1973 (ESA), as amended (16 U.S.C. 1531 et seq.). The Service has reviewed the Preble's meadow ~umping mouse, Zapus hudsonius preblei (preble's , habitat assessment report for the Coors rewing Compare Water Resources and Real Atate's Mount Olivet South Parcel (S 1/2 SE1/4 Section 19, T3S, R69W) in Jefferson County, Colorado. Development of the subject site, as proposed, may disturb wetlands and other riparian habitats near Bayou Ditch and Clear Creek. Based on the information provided, and given your compliance with the Preble's survey gguuiidelines, the Service finds the report acceptable and agrees that a population of Preble's is not fikely to be present within the subject area. Thus, the Service concludes that development or other actions on this site should not have direct adverse affects to Preble's. Should Preble's populations exist downstream from ie, ac ti ons on the site that result in significant modifications of Preble's habitat dots tream (for example, through alteration of existing flow regimes, or sedimentation) may be subject to provisions of the ESA. Additionally, a Section 404 permit may be r uirea by the u.~. army vorps or migmeers under the Clean Water Act (33 U.S.C.1344 et seg.) the proposed construction may impact jurisdictional wetlands or waters of the U. S. at the subject site. Please note that this clearance is valid for one year from the date of this letter. Should additional information on listed or proposed species become available, this determination may be reconsidered under the ESA. If development has not commenced within one year, please contact the Colorado Field Office to request an extension. If we can be of further assistance, please contact Barbara Spagnuolo of my staff at (303) 275-2370. Sincerely, Susan C. Linner Colorado Field Supervisor cc: FWS/CFO B. Spagnuolo Reference: BJSVeffm\NftOlivetwpd DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, OMAHA DISTRICT DENVER REGULATORY OFFICE. 9307 SOUTH WADSWORTH BOULEVARD LITITETON, COLORADO 80128-6901 January 27, 22 o to A. H, V, Mr. Ken Vaught Coors Brewing Company PO Box 4030 CC370 Golden, C080401-0030 RE: Golden Pits, Permit # M-1977-145, Preliminary Jurisdictional Determination Isolated Wetlands and Open Water of Pits BS-East and A5-West Corps File No. 199176059 Dear Mr. Vaught: . Reference is made to your January 26, 2004 site visit with W. Terry McKee of this office concerning the above-mentioned property located in the NE'h of Section 30,13S, R69W, Jefferson County, Colorado. I have reviewed these pits in accordance with Section 404 of the Clean Water Act under which the U.S. Army Corps of Engineers regulates the discharge of dredged and fill material, and any excavation activities associated with a dredged and fill project, into waters of the United States. Waters of the United States include ephemeral, intermittent and perennial streams, their surface connected wetlands and adjacent wethmds and certain lakes, ponds, irrigation and drainage ditches that have a nexus to interstate commerce: Based upon the ruling by the Supreme Court in the matter of Solid wAgfin Age. nfN cm rnok roomy v TT R Army Cnmc of Engineers, No. 99-1178 (January 9, 2001). the Department of the Army's regulatory authority over isolated, non-navigable, intrastate waters has been eliminated if the sole nexus to interstate commerce was use of the waters by migratory birds. Under the authority of the Clean Water Act, a preliminary Jurisdictional Determination has determined that pits B5-East and A5-West are not waters of the U.S. In that regard a Department of the Army permit will not be required for any work in these pits. - Although a Department of the Army permit will not be required for work in these pits, this does not eliminate the requirements that other applicable federal, state, tribal, and local permits are obtained if needed. If you have any questions call me at (303) 979-4120 and reference Corps File No. 199176059. Sincerely, Timo`t1 Y Carey Chief, Denver RegulIM4 Office tin Copies Furnished: EPA, Gene Reetz DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, OMAHA DISTRICT DENVER REGULATORY OFFICE, 9307 SOUTH WADSWORTH BOULEVARD LITTLETON, COLORADO 80128-0901 October 26, 2004 Mr. Ken Vaught Coors Brewing Company Golden, CO 80401-0030 RE: Jurisdiction Determination, Mt. Olivet South Pit (Mine Permit No. M-1989-127) and Clear Creek Corps File No. 199015027 Dear Mr. Vaught: Mr. Terry McKee of this office has reviewed this project located in the SE V4 of Section 19, T3S, R69W, Jefferson County, Colorado. This review was in accordance with Section 404 of the Clean Water Act under which the U.S. Army Corps of Engineers regulates the discharge of dredged and fill material, and any excavation activities associated with a dredged and fill project, into waters of the United States. Waters of the United States include ephemeral, intermittent and perennial streams, their surface connected wetlands and adjacent wetlands and certain lakes, ponds, irrigation and drainage ditches that have a nexus to interstate commerce. Under the authority of the Clean Water Act, an-app=y-ed inricdirtional determination has determined that Clear Creek is waters of the U.S. Approved jurisdictional deter ination The Mt. Olivet pit is still an active gravel pit. This pit is now going to be reclaimed as per the mined land reclamation Mine Permit No. M-1989-127. There were no jurisdictional wetlands where the gravel pit was constructed. This gravel pit is not waters of the U.S. and therefore non jurisdictional. No permit or other authorization by the DA is required for work in this gravel pit. These approved jurisdictional determinations and are valid for a period of five years from the date of this letter unless new information warrants revision of the determination. The attached Jurisdictional Determination form provides the basis jurisdiction for the Mt. Olivet South Pit and Clear Creek. If the applicant wishes to appeal these approved jurisdictional determinations, the attached Notification of Administrative Appeal Options form should be completed and sent to Mr. Mores Bergman at the address noted on the form. Although a DA permit will not be required for work in the Mt. Olivet South Pit, this does not eliminate the requirement that you obtain any other applicable Federal, state, tribal or local pemiits as required. Based on the information provided, this office has determined that the proposed temporary culverted road crossing of Clear Creek to be use for the reclamation of the Mt. Olivet South Pit within Colorado is authorized by the Department of the Army Nationwide Permit No. 14, found in the January 15, 2002, Federal Register, Issuance of Nationwide Permits; Notice (67 FR 2077). Enclosed is a fact sheet, which fully describes this Nationwide Permit and lists the General Conditions, Section 404 Only Conditions, and Colorado Regional Conditions, which must be adhered to for this authorization to remain valid. Permit No. 14 (Corps File No. 199015027) Special Conditions: In order for this nationwide permit verification to be valid, 0.0036 acres of wetlands will be mitigated as stated in your October 19, 2004 letter to this office. A mitigation monitoring report must be sent to this office prior to December 31of each year, after this work has been authorized, until the Corps of Engineers determines that, after the roadway has been removed, the 0.0036 acres of wetlands has been restored as proposed by your restoration plan Although an Individual Department of the Army permit will not be required for this project, this does not eliminate the requirement that any other applicable Federal, state, tribal or local permits be obtained as required. Please be advised that deviations from the original plans and specifications of this project could require additional authorization from this office. The applicant is responsible for all work accomplished in accordance with the terms and conditions of the nationwide permit. If a contractor or other authorized representative will be accomplishing the work authorized by the nationwide permit on behalf of the applicant, it is strongly recommended that they be provided a copy of this letter and the attached conditions so that they are aware of the limitations of the applicable nationwide permit. Any activity which fails to comply with all the terms and conditions of the nationwide permit will be considered unauthorized and subject to appropriate enforcement action. This verification will be valid until October 25, 2006. In compliance with General Condition 14, the attached "Certification of Completed Work" form (blue) must• be signed and returned to this office upon completion of the authorized work and any required mitigation. Should anyone at any time become aware that either an endangered and/or threatened species or its critical habitat exists within the project area, this office must be notified immediately. If there are any questions concerning this verification call Mr. Terry McKee at (303) 979-4120 and reference Corps File No. 199015027. p 21ir-ant: Coors Brewing Company File Number: 199015027 Date: Oct. 25 Attached is: INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) See Section b PROFFERED PERMIT (Standard Permit or Letter of permission) g PERMIT DENIAL X APPROVED JURISDICTIONAL DETERMINATION C PRELMUNARYJURISDI A-10NAI nPTFRI11rm.TA TTr%XT D A: INITIAL PROFFERED PERMIT: You may accept or object to the ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section H of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. ~ - rnruvu 1 1Jr1V L- L: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISI provide new information. TION: You may accept or appeal the approved JD or • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. KhAz5UNS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) -1....,-111rvxivia "VIN: i ne appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record POIiVT OF D 7TACT, FOR T7E>TTONS OR INFORMA TO awr I f you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may process you may contact: also contact: Timothy T. Carey Chief, Denver Regulatory Office 9307 South Wadsworth Boulevard Littleton, CO 80128 (303) 979-4120 US Army Corps of Engineers Northwestern Division . Attn: Mores Bergman, Appeal Officer 12565 West Center Road. Omaha, Nebraska 68144-3869 Telephone (402) 697-2533 xrvttr Ut h N iXY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investiQationc Lateral Extent of Jurisdiction: (Reference: 33 CFR parts 328 and 329) ❑ ❑ Ordinary High Water Mark indicated by: ❑ High Tide Line indicated by: clear, natural line impressed on the bank ❑ oil or scum line along shore objects ❑ the presence of litter and debris ❑ fine shell or debris deposits (foreshore) ❑ changes in the character of soil ❑ physical markings/characteristics ❑ destruction of terrestrial vegetation ❑ tidal gages ❑ shelving ❑ other: ❑ other. Mean High Water Mark indicated by: ❑ survey to available datum; ❑ physical markings; ❑ vegetation lines/changes in vegetation types. Wetland boundaries, as shown on the attached wetland delineation map and/or in a delineation report prepared by: Basis For Not Asserting Jurisdiction: ❑ The reviewed area consists entirely of uplands. Unable to confirm the presence of waters in 33 CFR part 328(a)(1, 2, or 4-7). Headquarters declined to approve jurisdiction on the basis of 33 CFR part 328.3(a)(3). The Corps has made a case-specific determination that the following waters present on the site are not Waters of the United States: ❑ Waste treatment systems, including treatment ponds or lagoons, pursuant to 33 CFR part 328.3. ❑ Artificially irrigated areas, which would revert to upland if the irrigation ceased. ❑ Artificial lakes and ponds created by excavating and/or diking dry land to collect and retain water and which are used exclusively for such purposes as stock watering, irrigation, settling basins, or rice growing. ❑ Artificial reflecting or swimming pools or other small ornamental bodies of water created by excavating and/or diking dry land to retain water for primarily aesthetic reasons. ® Water-filled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose of obtaining fill, sand, or gravel unless and until the construction or excavation operation is abandoned and the resulting body of water meets the definition of waters of the United States found at 33 CFR 328.3(a). ❑ Isolated, intrastate wetland with no nexus to interstate commerce. ❑ Prior converted cropland, as determined by the Natural Resources Conservation Service. Explain rationale: ❑ Non-tidal drainage or irrigation ditches excavated on dry land. Explain rationale: ® Other (explain): The Mt. Olivet Pit is still and active gravel pit. This pit is now going to be reclaimed as per the mined land reclamation Mine Permit No. M-1989-127. There were no jurisdictional wetlands where the gravel pit was constructed. DATA REVIEWED FOR JURSIDICTIONAL DETERMINATION (mark all that apply): Maps, plans, plots or plat submitted by or on behalf of the applicant. Data sheets prepared/submitted by or on behalf of the applicant. ❑ This office concurs with the delineation report, dated prepared b co Y (company): ❑ This office does not concur with the delineation report, dated prepared by (company): Data sheets prepared by the Corps. Q Corps' navigable waters' studies: Ej] U.S. Geological Survey Hydrologic Atlas: U.S. Geological Survey 7.5 Minute Topographic maps: - - U.S. Geological Survey 7.5 Minute Historic quadrangles: U.S. Geological Survey 15 Minute Historic quadrangles: USDA Natural Resources Conservation Service Soil Survey: National wetlands inventory maps: State/Local wetland inventory maps: FEMA/FIRM maps (Map Name & Date): 100-year Floodplain Elevation is: (NGVD) Aerial Photographs (Name & Date): Other photographs (Date): Advanced Identification Wetland maps: Site visit/determination conducted on: October 18, 2004 Applicable/supporting case law: Other information (please specify): T Wetlands are identified and delineated using the methods and criteria established in the Corps Wetland Delineation Manual (87 Manual) (i.e., occurrence ofhydrophytic vegetation, hydric soils and wetland hydrology). 'The term "adjacent" means bordering, contiguous, or neighboring. Wetlands separated from other waters of the U.S. by man-made dikes or barriers, natural river berms, beach dunes, and the like are also adjacent. °"'•.n.n r ruiv Revised 8/13/04 U.S. Army Corps of Engineers DISTRICT OFFICE: Omaha District Denver Regulatory Office FILE NUMBER: 199015027 PROJECT LOCATION INFORMATION: State: Colorado County: Jefferson Center coordinates of site (latitude/longitude): 39 46 27 105 08 53 Approximate size of area (parcel). reviewed, including uplands: _30_ acres. Name of nearest waterway: Clear Creek Name of watershed: Clear JURISDICTIONAL DETERMINATION Completed: Desktop determination q Date: Site visit(s) Date(s): Oct. 18. 20D4 Jurisdictional Determination (JD): Preliminary JD - Based on available information, ❑ there appear to be (or) ❑ there appear to be no "waters of the United States" and/or "navigable waters of the United States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part 331). Approved JD - An approved JD is an appealable action (Reference 33 CFR part 331). Check all that apply: Q There are "navigable waters of the United States" (as defined by 33 CFR part 329 and associated guidance) within the reviewed area. Approximate size of jurisdictional area: IS. There are "waters of the United States" (as defined by 33 CFR part 328 and associated guidance) within the reviewed area. Approximate size ofjurisdictional area: 0.05 ac of clear Creek at proposed temporary road crossing There are "isolated, non-navigable, intra-state waters or wetlands" within the reviewed area Q Decision supported by SWANCC/Migratory Bird Rule Information Sheet for Determination of No Jurisdiction. BASIS OF JURISDICTIONAL DETERMINATION: A. Waters defined under 33 CFR part 329 as "navigable waters of the United States-: The presence of waters that are subject to the ebb and flow of the tide and/or are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. B. Waters defined under 33 CFR part 328.3(a) as "waters of the United States-: Q (1) The presence of waters, which are currently used, or were used in the past, or may be susceptible to use in interstate or foreign commerce, including all waters which are subPct to the ebb and flow of the tide. 0 (2) The presence of interstate waters including interstate wetlands . ® (3) The presence of other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats, wetlands, sloughs, prairie.potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could affect interstate commerce including any such waters (check all that apply): ❑ (i) which are or could be used by interstate or foreign travelers for recreational or other purposes. ❑ (ii) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. ❑ (iii) which are or could be used for industrial purposes by industries in interstate commerce. (4) Impoundments of waters otherwise defined as waters of the US. 0 (5) The presence of a tributary (Clear Creek) to a water identified in (I) - (4) above. 0 (6) The presence of territorial seas. (7) The presence of wetlands adjacent? to other waters of the US, except for those wetlands adjacent to other wetlands. Rationale for the Basis of Jurisdictional Determination (applies to any boxes checked above). Ifthefurlsdictional water or wetland is not itself a navigable water of the United States, describe connection(s) to the downstream navigable waters. IfB(1) or B(3) is used as the Basis of Jurisdiction, document navigability and/or interstate commerce connection (i.e., discuss site conditions, including why the waterbody is navigable and/or how the destruction of the waterbody could affect interstate orforeign commerce). IfB(2, 4, 5 or 6) is used as the Basis of Jurisdiction, document the rationale used to make the determination. IfB(7) is used as the Basis of Jurisdiction, document the rationale used to make adjacency determination: Clear Creek flows to the South Platte River, which is an interstate waters. tm Enclosures . . Copies Furnished: U.S. Fish & Wildlife Service Colorado Department of Public Health & Environment Environmental Protection Agency Colorado Division of Wildlife APR 2 1 2005 April 25, 2005 Alan Claybourn, P.E. Kumar and Associates, Inc. 2390 South Lipan Street Denver, CO 80223 Dear Mr. Claybourn: Board of County Commissioners Jim Congrove District No. 1 J. Kevin McCasky District No. 2 Dave Auburn District No. 3 I have reviewed the December 17, 2004, Geotechnical Engineering Study and the April 20, 2005, geotechnical letter prepared for the proposed Cabelas Wheat Ridge project in relation to Jefferson County property. I would like additional information, specifically the input parameters and output data, for the slope stability analysis conducted in the vicinity of Jefferson County property. The analysis should have taken into account load surcharges due to the parking area at the animal center, the variability of the fill material, as well as the gas, sewer, and aerial electric line utilities near the property boundary. Based on the Geotechnical Engineering Study, the material near the animal center is comprised of fill and generally classified as a fat clay. The closest boring near the center is Boring 3 which reported 25 feet of fill with varying blow counts (i.e. 50/3 at 5 feet and 12/12 at 15 feet) which could be cobbles encountered at 5 feet, but should be clarified and taken into account in the slope stability analysis. If you have any questions, I can be reached at 303-271-8707 and thank you in advance. Sincerely, Patrick O'Connell Engineering Geologist CC: Nanette Neelan, Assistant County Administrator Randy Young, Wheat Ridge City Manager Bill Willis, Martin and Martin Mike Palumbo, Project One 100 Jefferson County Parkway, Golden, Colorado 80419 (303) 279-6511 http:/rjeffco.us EXIST. ASPHALT EDGE OF YOUNGFIELD SERVICE ROAD---- ASPHALT - ENO- - g's PARKING W, a P - JEFFERSON COUNTY ~ i I 1 ANIMAL SHELTER SCALE: 1 100 93.06' E&I2 2,11-1 IN i`hu!!!R~Or2u~ nr~ PROPERTY sEDE OF 69 b LINE 43.16' - 16.46' TOE OF 71.88' V STRUCTURAL /1 .16' FILL PRISM, ~I / 1,3 ' 8 106.30, o MIN. ENVELOPE /0' i STRUCTURAL / ` ` % \ j FILL PRISM ~y/ V ` \ / \ V/ XIST. EDGE OF YOUNGFIELD I SERVICE ROAD ii / ASP LT EDGE -I / RO \ I 1 I \ MIN. AREA OF EXIST j FILL REMOVAL 89.5 3 / 117.87' PROPOSED CABELA'S \ ~Q ~I I~ / BUILDING EXTERIOR WALLS F.F.E.=5441.44 ; x--86' I C11 2.27 I Iw 1 I\ 80 MIN. AREA OF \ \ 40' EXIST FILL 20' 55.90 \ REMOVAL JCD z \ \ MIN. AREA OF 83 9 40' - i I EXIST FILL \ REMOVAL / 35'- 80' y✓/ /EXIST. EDGE OF ASPHAL'T \ \ TOE OF STRUCTURAL FILL PRISM ~TOE OF - STRUCTURAL FILL PRISM `j ~1'r -MARTIN / MARTIN CONSULTING ENGINES CA EL4 9 MARCH 04, 2005 LO O °v m z W a m W 0 Q z m a p 0 Q z p m r p } W m m 0 0 a O o0 I ° Q m z m m F - m 3 now woo a OOa ° Z - ma 3xp- zcw 4 Ow z° 4ow a w a~>a~ ~ F m mm3ap » O ~ N~ I Zw~ xW °~oww i a Prix N W X w O K I N U N LL J m 4 I } Q d N Z a W N Z C7 WWO W O ~ 0N Qa z a x D_ Q Wam 0>Q zww N aWa moo: O7 J ' . x ~O 0 0 ~Q-00 W W J ~N Q F O } N N In C7 Q- mZ m zzW 3 o0<Z w J O N N O O ,c Z J , X W M L) Z W? O 0 J J Q w , w~QU W F00Z~ W :Tc 0 j/ p 00 Q W D 1 V C7 ~-Mw 0 N > 0 0 O 0 X U zJ aa\~~j w U O > CL J lal U (n \ \ / w a m > Q a 7-7-7-77 7 7 L) [if U v d 00 I wow ~ J I Oj0 LLJ H Z ~ w C3~ ~ 4 f' 03 M z?I 0 O O On O Z-v ¢N , AOK .H , \ ~ `V1 . ~ w Q O M 0 w! 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W }'¢d W Q a Qa ~v v vv~v AA v/ %AAjv oQ>wG U V `.A v VA //VA/~ m V) z X o w Q F-w as.v A V~. %j~/ ~wOmw W v v A W O a z> w0 Owz } m Q Zzwxp Q OLD O w w Q U '0 r a N } zz I oz OZZZm L~ O spa •m; ~E~gzo g wUw w0Mtz ti W_ m<~ xmoa H 30 a z c) Q KU0 J, P 0 K m O J %A z>z- w O Z~'z hOQ s} Z z Q} a z N \ Z \~~x w a O I w O z O O N W 11 N \ I J a Q N O a (If N d O N O N U O L11 d a 00 M Cf) _ > Vi N N N i!1 ZW d~m=y ~wo Q ,o o m o; ~o w o, a °o ire ma6 ~m °u 0 Fo N¢~ = a >O wSV ad ~ ~ Ow zw io oa r O OQi m = wao. ~ l aa n J ~3~ 1 u Y moE a W w I ~ F o a paw ~Oo z VZY NpV wf m m Z 0 U f/1 p~w(wJ W aaw Q>w~ win OZZaN ~N ozznm mo~ro w F 00 =Q zo O J ~ j O m z O ° U'N Z ~ O O ~ a U ~ x Q W J W r m ¢ Q Q U K 4 a O 6n o 0 W it it J Q Iv ~ U o~ Ul x > 69.00' EXIST. BUILDING EXTERIOR WALL OF ANIMAL SHELTER 5475 5425 JEFFERSON COUNTY ANIM EDGE OF ASPHALT PARKING LOT I EXISTING GRADE '-16.5'±-~ I PROPERTY LINE ASPHALT PARKING LOT ZONE OF NATURAL SAND/GRAVEL TEMPORARY EXCAVATION r SLOPE PROFILE / EXISTING NORTH BERM- MARGINALLY COMPACTED CLAY FILL TO BE REMOVED PROPOSED BUILDING EXTERIOR WALL PROPOSED PROPOSED FINISH GRADE CABELA'S BUILDING 40- FINISHED FLC 1 EXISTING NORTH BERM- MARGINALLY COMPACTED CLAY FILL TO REMAIN MIN. ZONE OF EXIST. MARGINALLY COMPACTED FILL TO BE REMOVED SCALES: HORZ. 1=20 VERT. 1=20 0 50 h00 FLATTEN LOWER PORTION OF SLOPE OR J SECTION 9-9 PROVIDE SHORING.AS NECESSARY TO MAINTAIN STABILITY IN EVENT OF VARIED SOIL CONDITIONS SUCH AS SEEPAGE (VERIFICATION BY SOILS ENGINEER) 150 200 300 MAY 04, 2005 177.20' TEMPORARY EXCAVATION CONDITIONS - NORTH OF CABELA'S PROPOSED BUILDING PAD MARTIN / MARTIN Y CONSULTING ENGINEERS 1 2499 WEST COLFAX AVE. P.C. Box 151500 LAKEW CI CI O00 8021 5 303.431 .61 00 FAX 303.431.4028 4: Board of County Commissioners APR 2 6 2005 BY: April 22, 2005 Division of Minerals and Geology Kathleen Sullivan 1313 Sherman Street, Room 215 Denver, CO 80203 RE: Cabela's Retail, inc. Salter, File No. M-2005-008 Dear Ms. Sullivan: Jim Congrove District No. 1 J. Kevin McCasky District No. 2 Dave Auburn District No. 3 This is to inform you that Jefferson County has several comments on the Construction Materials Limited Impact 110 Reclamation Permit filed by Cabela's Retail Inc and objects to the issuance of this permit until the following issues are addressed. The March 4, 2004 Geotechnical Engineering Evaluation from Kumar and Associates implies that no mining will occur within 30 feet of any property line. However, the County recently received a grading permit referral from Wheat Ridge and an April 20, 2005 Geotechnical Engineering Evaluation from Kumar and Associates that indicates mining/grading will occur within 5 feet of the property line. The County believes that the 110 permit application misrepresents the proximity of mining activities to adjacent structures. The Salter property was recently annexed into the City of Wheat Ridge. Neither zoning nor a special use permit has been granted to allow mining on the Salter property. 34- 32.5-115 C.R.S. states that a permit may not be issued when the mining operations will be on land where mining operations are prohibited. Finally, the County is concerned that mining activities, including the installation of the temporary crossing, have already begun. The existing reclamation plan for the current 112 permit calls for the reclamation of the entire site as water storage, which does not coincide with current mining/grading activities. 100 Jefferson County Parkway, Golden, Colorado 80419 (303) 279-6511 http://jeffco.us Jefferson County believes that the inconsistencies outlined above should be addressed before the issuance of the permit. Thank you for your careful consideration of these concerns. I can be reached at 303-271-8475. Sincerely Nanette Neelan Assistant County Administrator CC: Board of County Commissioners Patrick Thompson, County Administrator Nanette Neelan, Assistant County Administrator Randy Young, City Manager Mike Palumbo, Project One STATE OF COLORADO DIVISION OF MINERALS AND GEOLOGY Department of Natural Resources 1313 Sherman St., Room 215 Denver, Colorado 80203 Phone: (303) 866-3567 FAX: (303) 832-8106 13 APR 1 3 2005 i I fir: COLORADO DIVISION OF MINERALS GEOLOGY RECLAMATION-MINING S AFETY•SCIENCE DATE: April 14, 2005 TO: City Manager City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80215 FROM: Kathleen L. Sullivan, Environmental Protection Specialist J to RE: Cabela's Retail, hlc., Golden Pit, Permit No. M-1977-145 Bill Owens Governor Russell George Executive Director Ronald W. Cattany Division Director Natural Resource Trustee Please be advised that on April 12, 2005, Cabela's Retail, Inc., whose address and telephone number are One Cabela Dr., Sidney, NE 69160; (308) 255-2634, filed an Amendment application to M-1977-145, Golden Pit, which is located at or near Section 30, Township 3S, Range 69W, 6th Prime Meridian, in Jefferson County. The application decision is scheduled for July 11, 2005. A copy of the application is available for review, unless you receive a CD, at the Jefferson County Clerk & Recorder's office and at the office of the Division of Minerals and Geology, Room 215, 1313 Sherman Street, Denver, Colorado 80203. If you desire to make comments or objections of the mine plan and/or the reclamation plan, they must be submitted within twenty (20) days of the date of the last newspaper public notice to be considered in the application review process by the Division. You should contact the applicant for the newspaper publication date. If we do not receive your comments or any objection by the end of the public comment period, the Office will assume you have no objection or comment to the proposed activity. Office of Office of Colorado Mined Land Reclamation Active and Inactive Mines Geological Survey CONSTRUCTION MATERIALS REGULAR (112) OPERATION RECLAMATION PERMIT APPLICATION FORM CHECK ONE: There is a File Number Already Assigned to this Operation Permit # M -J-13J 1% _ (Please reference the file number currently assigned to this operation) New Application (Rule 1.4.5) Amendment Application (Rule 1.10) - Conversion Application (Rule 1.11) Permit # M -A733~ (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1) the application form; (2) Exhibits A-S, Addendum I, any sections of Exhibit 6.5 (Geotechnical Stability Exhibit and (3) the application fee. When you submit your application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed application form, two (2) copies of Exhibits A-S, Addendum 1, appropriate sections of 6.5 (Geotechnical Stability Exhibit, and a check for the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3-ring binder; maps should be folded to 8 1/2" X 11" or 8 1/2" X 14" size. To expedite processing, please provide the information in the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, ALL information requested below. / 1. Applicant/operator or company name (name to be used on permit): Cabe (4,. S 12e~t,1 L 1 y1.C. s 1.1 Type of organization (corporation, partnership, etc.): 1.2 I.R.S. Tax I.D. No. or Social Security Number: Ll 2. Operation name (pit, mine or site name): tJ l 3. Permitted acreage (new or existing site): 3.1 Change in acreage 3.2 Total acreage in Permit area 4. Fees: 4.1 New Application 4.2 New Quarry Application 4.4 Amendment Fee 4.5 Conversion to 112 operation (set by statute) permitted acres d acres acres $2,344.00 application fee $2,906.00 quarry application $1,938.00 amendment fee $2,344.00 conversion fee 5. Primary commoditie(s) to be mined: COvw 6trc$rm.. WtQ{P.Yi 0.i S 5.1 Incidental commoditie(s) to be mined: I./VA - lbs/Tons/vr 2. / lbs/Tons/vr 3. Ibs/Tons/vr 4. Vitt lbs/Tons/vr 5. lbs/Tons/vr 5.2 Anticipated end use of primary commoditie(s) to be mined: cx, ( 5.3 Anticipated end use of incidental commoditie(s) to be mined: 2- SW(as oavt wecd~d- CGGbe`GN..S 'Re4~ [ 1 v4G. Coors 6. Name of owner of subsurface rights of affected land: • P`LeCW n r C4: If 2 or more owners, "refer to Exhibit O". s 7. Name of owner of surface of affected land: Co.~ e.l J s 8. Type of mining operation: Surface Underground 9. Location Information: The center of the area where the majority of mining will occur: COUNTY: Je;f~-rscGyi- PRINCIPAL MERIDIAN (check one): 6th (Colorado) 10th (New Mexico) _ Ute SECTION (write number): S ~3 ~ TOWNSHIP (write number and check direction): T _ North South RANGE (write number and check direction): R -6~'i East X West QUARTER SECTION (check one): X NE _ NW - SE SW QUARTER/QUARTER SECTION (check one): NE _ NW SE - SW GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation): 10. Primary Mine Entrance Location (report in either Latitude/Longitude or UTM): Latitude/Longitude Latitude (I): deg min ~~n sec t 1. OR Latitude (N) places) MM QQ ? Longitude (W): deg '0 minim sec Longitude(W) _ Universal Tranverse Mercator (UTM) UTM Datum (specify NAD27, NAD83 or WGS 84) Zone _ Northing Easting 11. Primarv future (Post-mining) land use (check one - Cropland(CR) Pastureland(PL) - Rangeland(RL) Forestry(FR) Residential(RS) - Recreation(RC) Developed Water Resources(WR) General Agriculture(GA) _ WildlifeHabitat(WL) K Industrial/Commercial(IC) Solid Waste Disposal(WD) 12. Primarv present land use (check one Cropland(CR) - Pastureland(PL) - Rangeland(RL) - Forestry(FR) Residential(RS) Recreation(RC) Developed Water Resources(WR) General Agriculture(GA) - WildlifeHabitat(WL) K- Industrial/Commercial(IC) (5 decimal places) 13. Method of Mining: Briefly explain mining method (e.g. truck/shovel): yey'F'YVCG*9L%n. -3- 14. Correspondence Information: APPLICANVOPERATOR (name, address, and phone of name to be used on permit) Contact's Name: /v t~,VI,~LV ~C V` / [ /f Title: G Company Name: / + (~0.~%e-0.5 C 4i~ .{.VtG Street/P.O. Box: ne CGbL~~ D P.O. Box: + A"GtJt - 7 i City: State: / N Zip Code: C l (a eo Telephone Number: / (30 g ) - a.SS 3 Fax Number: PERMITTING CONTACT (if different from applicant/operator above) n L Contact's Name: ` N -6-r C+4C Sow - Title: Company Name: 1 qq11 i MG-t.~e.-u2wtavGC G. - I ~ ~ ~ 1 r 'P'D B ' ~'2"~8 StreeUP.O.Box: KVGrKe55 ~ µS 4 . bX • City: Nn4(c L-500C . State: S Zip Code: mm U~ Telephone Number: (3 -Z ) - -+-'d y Fax Number: 1 Q Q p ( cam. G yJ ) - ` J~ l V CJ INSPECTION CONTACT ~Y'iS- ih ~ Contact's Name: C C7 PG~SG"4 Title: Company Name: ~Pr6 Ac d K Street/P.O.Box: 8666 6-- V+CKOC-C- 5t 0.Box: City: 00& State: C+ Zip Code: ¢s Telephone Number: ( 30) 3 SAS " 5-do;)- Fax Number: ( zoo ) - -TT t CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: ( CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: ( ) - 4- 15. On Site Processing: w/_ Crushing/Screening - 1 13.1 Briefly explain mining method (e.g. truck/shovel): -Tjne.Ve tJA be- tn•0 OV151 `C pV-0Ge551V~~. List any designated chemicals or acid-producing materials to be used or stored within permit area: A Ckewi;co..l or ac;c5_ procl.u" ma-feria(S Lo-.ft toe lj&UL. 16. Description of Amendment or Conversion: 15C. Mans and Exhibits: Two (2) complete, unbound application packages must be submitted. One complete application package consists of a signed application form and the set of maps and exhibits referenced below as Exhibits A-S, Addendum 1, and the Geotechnical Stability Exhibit. Each exhibit within the application must be presented as a separate section. Begin each exhibit on a new page. Pages should be numbered consecutively for ease of reference. If separate documents are used as appendices, please reference these by name in the exhibit. With each of the two (2) signed application forms, you must submit a corresponding set of the maps and exhibits as described in the following references to Rule 6.4, 6.5, and 1.6.2(1)(b): - EXHIBIT A Legal Description EXHIBIT B Index Map EXHIBIT C Pre-Mining and Mining Plan Map(s) of Affected Lands EXHIBIT D Mining Plan EXHIBITE Reclamation Plan EXHIBIT F Reclamation Plan Map EXHIBIT G Water Information EXHIBIT H Wildlife Information EXHIBIT I Soils Information EXHIBIT J Vegetation Information EXHIBIT K Climate Information EXHIBIT L Reclamation Costs EXHIBIT M Other Permits and Licenses EXHIBITN Source of Legal Right-To-Enter EXHIBIT O Owners of Record of Affected Land (Surface Area) and Owners of Substance to be Mined EXHIBIT P Municipalities Within Two Miles EXHIBIT Q Proof of Mailing of Notices to County Commissioners and Conservation District EXHIBIT R Proof of Filing with County Clerk or Recorder EXHIBIT S Permanent Man-Made Structures Rule 1.6.2(1)(b) ADDENDUM 1 -Notice Requirements (sample enclosed) Rule 6.5 Geotechnical Stability Exhibit (any required sections) -5- If you are amending or converting an existing operation, provide a brief narrative describing the proposed change(s). The instructions for preparing Exhibits A -S, Addendum 1, and Gectechnical Stability Exhibit are specified under Rule 6.4 and 6.5 and Rude 1.6.2{1)(1)) of the Rules and Regulations. Ifyoubave any questions onpreparing theExlnbits orcontentofdo informationregnired, or would like to schedule a pre-application meeting you may contact the Office at 303-866-3567. Resmonsibilities as a Permittee: Upon application approval and permit issuance, this application becomes a legally binding document. Therefore, there are a number of importantregairementswhichyou,asapemuttee, shouldfdlymrderstand. These requirements are listedbelow. Please read andmitial each requirement inthe space provided, to acknowledge thatyou mrderstamdyour obligations. Ifyou do not understand these obligations then please contact this Office for a fall explanation. 1. Your obligation to reclaim the site is not limited to the amount of the fmancial warranty. You assume legal liability for all reasonable expenses which the Board or the Office may incur t0 reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; 2. The Board may suspend or revoke this permit or assess a civil penalty, upon a fording that the pemmittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information contained in the application or yourpeimitmisepresem important material facts; 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties, to you as permittee can result; 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office, T# 5. It is your responsibility to notify the Office of any changes in your address or phone number, I~k 6. Upon permit issuance and prior to beginning on site mining activity, you must post a sign at the entrance of the mine site, which shall be clearly visible from the access road, with the following imbrmation (Rule 3.1.12): a. the name of the operator, b. a statement that a reclamation permit for the operation has been issued by the Colorado Mined Land Reclamation Board; and, C. the permit number. I 7. The boundaries of the permit boundary area must be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance. 8. It is a provision of this permit that the operations will be conducted in accordance with the terms and conditions listed inyour application, as well as with theprovisions of the Act and the Construction Material Rules and Regulations in effect at the time the permit is issued. -6- .-FN 9. Annually, on the anniversary date of permit issuance, you must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date (if there are changes from the previous year), any monitoring required by the Reclamation Plan to be submitted annually ontheanuiversarydate ofthepemritapproval. Annual fees areforthepreviousyearapemutishcld. For example, apermit with the anniversary date ofJuly 1, 1995, the annnalfeeis for the period of July 1, 1994 through hate 30, 1995. Failure to submit you annual fee and report by the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the perminee, to continue to pay your annual fee to the Office until the Board releases you fromyour total reclamation responsibility. TA 10. For Joint venturelvartnershin ocerators: the signing representative is authorized to sign this docmnent and a power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application. Permit Condition A reportable spill is a spill ofany toxic orhazardous substance (including spills ofpet ooleum products) within the mined land permit area reportable to any Division of the Colorado Department of Public Health and the Environment; theNational Response Center, theColmado Emergency PhmningCommissum, any local Emergency Pluming Commission, local Emergency Planning Committee, orthe State Oil Inspector. The Mine Operator shall notify the Division of Minerals and Geology (DMG) of a reportable spill within the mined land permit area using the same timeframe required by the permit, license, notice, statute, rule or regulation governing the reporting ofthc spill to the other appropriate agency. Notice of a reportable spill shall be FAXed to: Minerals Program Supervisor, Division of Minerals and Geology, FAX (303) 832-8106. The FAX shall include a call-back number of a responsible company official for DMG staff to use as a contact. NOTE TO COMMENTORS/OBJECTORS It is likely there will be additions, changes, and deletions to this document prior to final decision by the Office. Therefore, if you have any comments or concerns you must contact the applicant or the Office prior to the decision date so that you will know what changes may have been made to the application document. The Office is not allowed to consider comments, unless they are written, and received prior to the end of the public comment period. You should contact the applicant for the final date of die public comment period. Ifyouhave questions about the Mined Land Reclamation Board and Office'sreview and decision or appealsprocess, you may contact the Office at (303) 866-3567. -7- Certification: As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum requirements of the following terms and conditions: 1. To the best ofmy knowledge, all significant, valuable and permanentman-made structure(s) inexistence at the time this application is filed, and located within 200 feet of the proposed affected area have been identified in this application (Section 34-32.5-115(4)(e), CRS.). 2. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5-115(4)(f), C.RS.; 3. As the applicaut(operator, I do not have any extraction/exploration operations in the State ofColorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32.5-120, C.RS) as determined through a Board finding. 4. I understand that statements in the application are being made under penalty of perjury and that false statements made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503, CA-S. Tkb fmmhas been approved by the Mined Land Reclamation Board pursuant to section 34-325-112,C.RS., of the Colorado Land AwlanwtionAetfortkeF.xtradwnofConstructionMatermh AnyaHeranonorrnodifkationofthisfmmshallres;dtinvoidingany permit issued on the altered or modified form and sabject the operator to cease and desist orders and civil penalties for operating withoutapermitpursaanttosection 34-32-123, C-&S Signed and dated this day of go VwWwIley. 31%106 L 7 *D~~ l~C~ LiL If Corporation Attest (Seal) Applicatnt/Operator or Co pauy Name Signed. - / ` Signed. Co rate Secretary or Equivalent Title: L~' Town/City/County Clerk State of . I Jyaf a- ) Countyofl l~LpgXr)h-,O- ) The fore~pmg instrument was acknowledged before me this d- day of ! Y 0 f h 5, by I ~ w~ 1 Fol~~E r t9 as `K) e-7 -CA-I recfU of Cabers `Y'176. L Zt ~c= Notary Public - 'O'M NOTARY • State M Nebraska . 4., My Commission e ' FHEDA M. DAMS 2008 MUST BE IN BLUE INK U~ n.\.bm\vsf~\CmatmcFim 112 dw (mns20" Exhibit: A (1) The legal description must identify the affected land, specify affected areas and be adequate to field locate the property. Description shall be by (a), township, range, and section, to at least the nearest quarter-quarter section and (b), location of the main entrance to the site reported as latitude and longitude, or the Universal Transverse Mercator (UTM) Grid as determined from a USGS topographic map. A metes and bounds survey description is acceptable in lieu of township, range, and section. Where available, the street address or lot number(s) shall be given. This information may be available from the County Assessor's office or U.S. Geological Survey (USGS) maps. PARCEL A: The south five-eights of lots 1 to 4, all of lots 5 to 8, all of lots 17 to 20 and the South three-fourths of lots 21 to 24, Roxbury Gardens, according to the recorded plat thereof, except parcels of land conveyed to the Department of Highways, State of Colorado, by instrument recorded February 28, 1966, in book 1855 at page 425, Jefferson County Records, County of Jefferson, State of Colorado. PARCEL B: That part of Lots 1 t o 4, Roxbury Gardens, according to the recorded plat thereof, described as follows: Beginning at a point of the east line of the southeast one- quarter of the southeast one-quarter of Section 19, Township 3 South, Range 69 west and 330.6 feet south of the northeast corner of the southeast one-quarter of the southeast one-quarter of said Section; thence 165.3 feet south along the east line of said Section; thence west 1318.0 feet, more or less, to a point that is on the west line of the southeast one-quarter of the southeast one-quarter of said Section and 495.5 feet south of the northwest corner of the southeast one-quarter of the southeast one-quarter of said section; thence north along the west line of the southeast one-quarter of the South east one-quarter of said Section, 113.0 feet; thence east through an angle of 90 for a distance of 425.0 feet; thence northeast through an angle of 24 55' for a distance of 177.7 feet; thence east 730.0 feet, more or less, to the point of beginning, County of Jefferson, State of Colorado. PARCEL C: All of Prospect Avenue as shown on the recorded plat of Roxbury Gardens, except any part of said Prospect Avenue lying within existing Youngfield Street, and Interstate Highway No. 70, said right of way for Interstate Highway No. 70 being the Easterly 324.1 feet, more or less, of said Prospect Avenue (West 38th Avenue), County of Jefferson, State of Colorado. Habitat Management, Inc. A-2 03/23/2005 Exhibit: A (2) The main entrance to the mine site shall be located based on a USGS topographic map showing latitude and longitude or Universal Transverse Mercator (UTlv>). The operator will need to specify coordinates of latitude and longitude in degrees, minutes and seconds or in decimal degrees to an accuracy of at least five (5) decimal places. i) The main mine entrance is located at 39° 46' 14"N Latitude and 1050 08' 38"W Longitude. Habitat Management, Inc. A-3 03/2312005 GI a ~x W n ~ "y svY' r i< ~ m N ! C -W:O m O av (.0 (0 0 V L L 0 o O L CL Q d.. L ' d' Q 0.. 57 - - G O N. V 3 O O O N 1000'9ti06£ H. LO O N M N M O N m d C Cd C N m c0 C N i6 a N 2 STATE OF COLORADO DIVISION OF MINERALS AND GEOLOGY Department of Natural Resources 1313 Sherman St., Room 215 Denver, Colorado 80203 Phone: (303) 866-3567 FAX: (303) 832-8106 DATE: Notice of Reclamation P April 4 2005 110 Construction Materials ermit Application Consideration , APR 0 7 2005 TO: City Manager City of Wheat Ridge k3Y_ 7500 W. 29th Avenue Wheat Ridge, CO 80215 FROM: II Kathleen L. Sullivan, Environmental Protection Specialist RE: Cabela's Retail, Inc., Salter, File No. M-2005-008 COLORADO DIVISION OF MIN ESRALS GEOLOGY REC ` AM AT ION -MINING SAFETY-SCIENCE Bill Owens Governor Russell George Executive Director Ronald W. Canary Division Director Natural Resource Trustee Please be advised that on April 4, 2005, Cabela's Retail, Inc., whose address and telephone number are One Cabela Way, Sidney, NE 69160; (308) 255-2634, filed an application to conduct Surface extraction of construction materials and reclamation, at or near Section 29, Township 3S, Range 69W, 6th Prime Meridian, in Jefferson County. Please be advised that the permit area may be located in more than one Section, Township, and Range. The application decision is scheduled for May 4, 2005. A copy of the application is available for review, unless you receive a CD, at the Jefferson County Clerk & Recorder's office and at the office of the Division of Minerals and Geology, Room 215, 1313 Sherman Street, Denver, Colorado 80203. If you desire to make comments or objections of the mine plan and/or the reclamation plan, they must be submitted within ten (10) days of the date of the newspaper public notice to be considered in the application review process by the Division. You should contact the applicant for the newspaper publication date. If we do not receive your comments or any objection by the end of the public comment period, the Office will assume you have no objection or comment to the proposed activity. Office of Office of Colorado Mined Land Reclamation Active and Inactive Mines Geological Survey RECEIVED FEB 2 2 2005 Division of Minerals and Geology CONSTRUCTION MATERIALS LIMITED IMPACT (110) OPERATION cZ°Pj M oejs; ~p~ FO o oj~~'er 4 Z5. 8/Sd9~Cep'~g` RECLAMATION PERMIT APPLICATION FORM CHECK ONE: There is a File Number Already Assigned to this Operation pemrit M (Please reference the file number currently assigned to this operation) New Application (Rule 1.4.5) Amendment Application (Rule 1.10) Conversion Application (Rule 1.11) Permit # M - 200$ - 00 (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Limited Impact (110) Operation Reclamation Permit contains three major parts: (1) the application form; (2) Exhibits A-J, Exhibit L, Addendum 1, any sections of Exhibit 6.5 and Geotechnical Stability Exhibit, as required by the Office, and outlined in Rules 6.1, 6.2, 6.3, 6.5, and 1.6.2(1)(b); and (3) the application fee. Whenyou submityour application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed application form, two (2) copies of Exhibits A-J, Exhibit L, Addendum 1, and appropriate sections of 6.5 (Geotechnical Stability Exhibit), as required, and a check for the application fee described under (4) below. Exhibits shouldNOT be bound or in a 3-ring binder; maps should be folded to 81/2" X 11" or 8 1/2" X 14" size. To expedite processing, please provide the information in the format and order described in this form GENERAL OPERATION INFORMATION or print clearly, in the space provided, ALL information described below. 1. Applicant/operator or company name (name to be used on Permit): Co be lAS 'Rt 6 m 1 vt r- 1.1 Type of organization (corporation, partnership, etc.): "O- - Qcw- 7 ov% 1.2 I.R.S. Tax ID No. or Social Security Number: } - d 80q ( 3ct, 2. Operation name (pit. mine or site name V- 3. Permitted acreage (new or existing site): 3.1 Change in acreage 3.2 Total Acreage in Permit Area 4. Fees: 4.1 New Application: Amendment Fee (C.R.S. 34-32.5-125(II)): 4.2 Conversion Fee (from 110d to 110 $875.00 conversion fee (Rude 1.11.2(2)) 5. Primary commoditie(s) to be mined:- JCv'i ak_ "Oa pernimea acres acres acres $109400 application fee $719.00 application fee 5.1 Incidental commoditie(s) to be mined: 1./A1 lbs/Tons/vr 2. / lbs/Tons/vr 3. / lbs/Tons/vr 4. / lbs/Tons/vr 5. / lbsabns/vr 5.2 Anticipated end use of primary commoditie(s) to be mined: T3,(1 M a f-GH'i c,. Anticipated end use of incidental commoditie(s) to be mined: AJA -2- 6. Correspondence information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: MA-f- k 11/+e.A~%VE.5e`- Title: COVV:'+~yc--~~ ng5cr Company Name: G02%02 k c -5 ?ke-- ; t s vl c . Street/P.O.Box: One- CcJpe. c'- LOC'~=L P.O.Box: City: ^JiG~'Vt*'~F State: A/ 2-E. n Zip Code: 6 9 1 ~n Telephone Number: (30 6 -64 Fax Number. (30a PERMITTING CONTACT (if different from applicant/oper~at.or above) Contacts Name: Wp . h C V 1 C- i` -Sc) Company. Name: i K VNP w Street/P.O. Box: 'LYkYeV-Vke55' -Ca City: State: C U Telephone Number: ( 30'L ) - 9 i Fax Number. ('30-5 ) - INSPECTION CONTACT Contacts Name: Company Name: Street/P.O. Box: City: State: Telephone Number: Fax Number: lca.Sa E. P.O. Box: (303 ( 303 ) - Zip Code: 8011 . - 0398 Agency: /Ve Street: City: State: Telephone Number: ( ) - Zip Code: CC: STATE OR FEDERAL LANDOWNER (if any) Agency: .iJA cr.nar- City: State: Telephone Number: ( ) - _ Box: U- Zip Code: do ( I a Zip Code: 3- 7. Name of owner of the subsurface rights of affected land: l ~rJ y.J~l A S 8. Name of owner of the surface of affected land: G oa~ ~-l c~ 5 ~d 9. Type of mining operation: Surface Underground _ 10. Location information: The center of the area where the majori(tyyy 11of mining will occur: COUNTY: J~-f-IetrS O✓L Ab yAl in-situ PRINCIPAL MERIDIAN (check one): [N 6th (Colorado) _ 10th (New Mexico) _ Ute SECTION (write number): S r ~ V TOWNSHIP (write number and check direction): T 3 North o South RANGE (write number and check direction): R East West QUARTER SECTION (check one): NE NW SE SW QUARTER/QUARTER SECTION (check one): NE NW SE SW GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation): y AworUxow 4-le A t/2 wlil-e_ -tra t - I,Jes~ a4k". o-F lt9VWz6t IQ 11. Primary Mine Entrance Location (report in either Latitude(Longitude or UTM): Latitude/Loneitude Latitude (N): deg miu ff sec 55 OR Latitude (N) places) 11 't n Longitude (W): deg 10~ min 08 sec aC Longitude(W) _ Universal Tranverse Mercator (UTM) UTM Datum (specify NAD27, NAD83 or WGS 84) Zone _ Northing Easting 12. Primary future (Post minine) land use (check one - Cropland(CR) - Pastureland(PL) _ Rangeland(RL) - Forestry(FR) - Residential(RS) Recreation(RC) - Developed Water Resources(WR) 13. Prmarv oresent land use (check one - Cropland(CR) - Pastureland(PL) Rangeland(RL) - Forestry(FR) - Residential(RS) _ Recreation(RC) - Developed Water Resources (WR) (5 decimal places) - General Agriculture(GA) - Wildlife Habitat(WL) Industrial/Commercial(IC) Solid Waste Disposal(WD) General Agriculture(GA) Wildlife Habitat(WL) Industrial/Commercial(IC) _ Mining (MN) 14. If this operation will use designated chemicals, or will result, or presently has acid mine drainage -you cannot use this application form You must submit either a 110d or 112d application form for Designated Mining Operations. In either case, youmust list any acidic or toxic-forming materials, exposed or disturbed as aresult ofthe mining operation, and whether the operation will result in or presently has acid mine drainage: -4- 15. Description of Amendment or Conversion: if you are amending or converting an existing operation, provide a brief narrative describing the proposed change(s): Mans & Exhibits: Submit two (2) complete, unbound copies of the following application exhibits: 6.3.1 EXHIBIT A - Legal Description and Location Map 6.3.2 EXHIBIT B - Site Description 63.3 EXHIBIT C - Mining Plan 63.4 EXHIBIT D - Reclamation Plan 6.3.5 EXHIBIT E - Maps, to include the location of any recorded easements 6.3.6 EXHIBIT F - List of Other Permits and Licenses Required 6.3.7 EXHIBIT G - Source of Legal Right-to-Enter 6.3.8 EXHIBIT H - Municipalities Within a Two-mile Radius 6.3.9 EXHIBrr I - Proof of Filing with County Clerk 6.3.10 EXHIBIT J - Proof of Mailing Notices of Permit Application 6312 EXHIBrr L - Permanent Man-Made Structures 1.6.2(1)(6) ADDENDUM 1 - Notice Requirements (sample enclosed) 6.5 Geotechnical Stability Exhibit (as required) Responsibilities as a Permittee: Upon application approval and permit issuance, this application becomes a legally binding document. Therefore, there are a number of important requirements which you, as a permittee, should folly understand These requirements are listed below. Please read and initial each re quirement in the space provided, to acknowledge that you understand your obligations. If you do not understand these obligations then please contact this Office for a full explanation. T// 1. Your obligation to reclaim the site is not limited to the amount of the financial warranty- You assume legal liability for all reasonable expenses which the Board. or the Office may incur to reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; 1 2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the pemrittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information contained in the application or your permit misrepresent important material facts; 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties, to you as permittee can result 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office, 5. It is your responsibility to notify the Office of any changes in your address or phone number, -5- 6. Upon permit issuance and prior to beginning on-site mining activity, you must post a sign at the entrance of the mine site, which shall be clearly visible from the access road, with the following information (Rule 3.1.12): a. the name of the operator, b. a statement that a reclamation permit for the operation has been issued by the Colorado Mined Land Reclamation Board; and, c. the permit number. -r4 7. The boundaries of the permit boundary area mast be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance; 8. It is a provision of this permit that the operations will be conducted in accordance with the terns and conditions listed in your application, as well as with the provisions of the Act and the Mineral Rules and Regulations in effect at the time the permit is issued. 9. Annually, on the anniversary date of permit issuance, you must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date (if there are changes from the previous year), any monitoring required by the Reclamation Plan to be submitted annually on the anniversary date of the permit approval. Annual fees are for the previous year a permit is held. For example, a permit with the anniversary date of July 1, 1995, the annual fee is for the period of July 1, 1994 through June 30, 1995. Failure to submit your annual fee and report by the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the permittee, to contimue to pay your annual fee to the Office until the Board releases you from your total reclamation responsibility. 10. Forjoint venture/vartnershivuermittee:thesigning representative isauthorized tosign when docrmmentanda power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application. Permit Condition _ 1 Areportable spill is a spill of any toxic or hazardous substance (including spills of petroleum products) within the mined land permit area reportable to any Division of the Colorado Department of Public Health and the Environment, the National Response Center, the Colorado Emergency Planning Commission, any local Emergency Planning Commission, local Emergency Planning Committee, or the State Oil Inspector. The Mine Operator shall notify the Division of Minerals and Geology (DMG) of a reportable spill within the mined land permit area using the same timeframe required by the permit, license, notice, statute, rule or regulation governing the reporting of the spill to the other appropriate agency. Notice of areportable spill shall be FAXed to: Minerals Program Supervisor, Division of Minerals and Geology, FAX (303) 832-8106. The FAX shall include a call-back number of a responsible company official for DMG staff to use as a contact. NOTE TO COMMENTORS/OBJECfORS: It is likely there will be additions, changes, and deletions to this document pnorto final decision by die Office. Therefore, if youbave arry comments orconcems you must coatactthe applicant or the Office prior to the decision date so that youwill knowwhatchanges may have been made to the application document. The Office is not allowed to consider comments, unless they arewritten, andreceived priortotheendofthepublic comment period- You should contact the applicant for the final date of the public comment period. If you have questions about the Mined Land Reclamation Board and Office review and decision or appeals process, you may contact the Office at (303) 866-3562 Certification: -6- As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum requirements of the following teams and conditions: 1. All necessary approvals from local government have been applied for (Section 34-32.5-110(1)(a)(VIII). 2. To the best ofmy knowledge, all significant, valuable and permanent man-made structure(s) in existence atthe time this application is fled, andlocatedwiflun 200 feetoftheproposedaffectedareahavebeen identified in this application (Section34-32.5-115(4)(e),C.R.S.). (NOTE: For 110 operations, the affectedarea includes all lands delineatedby the pemntboundary) 3. No mining operation will be located on lands where such operations are prohibited by law (Section 34-315-115(4)(f), C.RS.). 4. As the applicanboperator, I do not have any mining(exploration operations in the State of Colorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32.5-120, C.R.S). 5. I understand that statements in the application are being made under penalty of perjury and that false statements made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503, C.RS. 1984. This form has been approped by the Mined Land Reclamation Board pursuant to section 34-32.5-110,C.RS., of the Colorado LandReelamationAetfortheKl&adionofConstrudionbfaterials. Any alteration ormod#kvhonofthisform shagresultin voiding anypermitissued on theattered ormodifiedform and subjeetthe operatarto cease and desistorders and civil penalties for operating without a permitpursuant to section 34-32-123, C KS. Aa Signed and dated this day of _~hn k'AaL- ~ad s a ~ t(D ll~1 C ~be1o s Re{"i' Z~c, If Corporation Attest (Seal). Applicamt0perator x Signed: Signed: Secretary or Equivalent Title: '~~t~-r Town/CityICounty Clerk State of AfabrosbL ) } ss. County of The foregoing instrument was acknowledged before me this 2 nod day of ~O 2^eb5, by ' 01 [cLwA as ~ I i fC-iLb r of C&(0-S Inc, NOTARY • State of Neht FREDA M. WAS My Commission expires: SIGNATURES MUST BE IN BLUE INK Exhibit A: Legal Description & Location Map A 7.4 acre section of the Salter property, Lot 16, Roxbury Gardens, in the Southwest `/4 of the Northwest r/4 of Section 29, Township 3 South, Range 69 West, in the County of Jefferson, State of Colorado. EXCEPT that portion deeded to the Colorado State Highway Department, Project No. I 70-3 (8) 268 Section 2, West 48`s and Wadsworth - Mt. Vernon Canyon, Parcel No. 142. The primary mine entrance to the Salter section of the permit application is from the adjacent Cabela's property at a latitude of 39°45'55" N and a longitude of 105°08'42" W. A 1 acre creek crossing and associated road, Lot 21, Roxbury Gardens, in the Southeast '/4 of the Southeast'/4 of Section 19, Township 3 South, Range 69 West, in the County of Jefferson, State of Colorado. The primary mine entrance to the creek crossing and road are at a latitude of 39°46' 17' N and a longitude of 105°09'08" W. Habitat Management, Inc. A-2 02/21/2005 Exhibit A: Legal Description & Location Map EAU X. Gene 9wtL anon p+ap - s Qame ~tlabltat:MnnngemnnE~-?nc._ x PeTnllIATQB ~ 3: 1815a09-OWN S Figure 1 Location Map for Permit Application Area Habitat Management, Inc. A-3 02/21/2005 POSTING CERTIFICATION CASE NO. c.P 0~✓ Q~ DEADLINE FOR WRITTEN COMMENTS: 'Aryt fG 2~ - -I I,f fyGufe (name) residing at (address) as the applicant for Case No. , hereby certify that I have posted the sign for Public Notice a a(0 Vn on this /'6~day of200 , and do hereby certify that said sign has been posted and remained in place for ten (10) days prior to and including the deadline for written comments regarding this case. The sign was posted in the position shown on the map below. A Signature: NOTE: This form must be submitted to the Community Development Department for this case and will be placed in the applicant's case file. 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge FAX 303/235-2857 April 15, 2005 This is to inform you of Case No. SUP-05-04, a request for approval of an amended Special Use Permit to allow for deposition and excavation of fill dirt material in an added area and a waiver to the 30 foot setback requirement for parcels located west of I-70, south of Highway 58 and north of W. 32nd Avenue. Pursuant to Ordinance No. 1291, an administrative special use review can be granted by the Community Development Director without need for a public hearing. Prior to the rendering of a decision, all adjacent property owners are required to be notified of the request by certified mail. If you have any questions, please contact the Planning Division at 303-235-2846 or if you would like to submit comments concerning this request, please do so in writing by 5:00 p.m. on April 25, 2005. Thank you. e:\planning\forms\zapubno[.wpd d t& 2S/o6J zlll5/os ' x1 A 7 lI I - I G - ~t .,np fl " MetroScan / Jefferson (CO) owner :Coors Brewing Company Parcel : 005977 rite :*no Site Address* Xfered : 12/27/1992 Mail :PO Box 4030 Golden Co 80401 7003 16 80 0005 7082 4054 Use :1111 Vacant,Residential Bedrm: Bath: TotRm: YB: Pool: B1dgSF: c: * : MetroScan / Jefferson (CO) • Owner :Snyder Robert M Parcel : 024937 Site :4380 Harlan St Wheat Ridge 80033 Xf."Pri • nF,11'711493 Mail :11844 W 28th P1 Lakewood Co 80215 7003 1680 0005 7082 4061 Use :2112 Com,Improved Land Ynone Bedrm: Bath: TotRm:l YB:1971 Pool: B1dgSF: 4,320 Ac:.24 MetroScan / Jefferson (CO) • Owner :Birdsong Lisa L Parcel : 030440 UNCLEl%1" Site :3395 Braun Rd Golden 80401 Xfernri n~ln' n n°= 1680 0005 7082 4078 Mail :3395 Braun Rd Golden Cc 80401 7003 Use :1112 Res,Improved Land Bedrm: 4 Bath:2.25 Totam: YB:1975 Pool: B1dgSF: 2,330 Ac: MetroScan / Jefferson (CO) • Owner :Cabelas Retail Inc Parcel : 030613 Site :3475 Youngfield Service Rd Golden 80401 vs^"-' ^'I...... 7003 1680 0005 7082 4085 Mail :1 Cabela Dr Sidney NE 69160 Use :1112 Res,Improved Land one Bedrm: 3 Bath:1.75 TotRm: YB:1938 Pool: B1dgSF: 2,083 Ac:7.36 * MetroScan / Jefferson (CO) • Owner :Cabelas Retail Inc Parc • 030613 Site :3975 Y gfield S vice Rd Golden 901 X ed 3/21/2005.- Mail :1 Ca la r Sid ey NE 69)60 rice Use :11 Res, p ved Land Phone Bedrm: 2 Bath:2.25 TotRm: YB:1941 Pool: B1dgSF: 1,603 Ac:7.36 MetroScan / Jefferson (CO) • Owner :Runkel Roxanne Parcel : 030625 Site :3415 Alkire Way Golden 80401 Xfered : 06/01/2004 Mail :3415 Alkire Way Golden Cc 80401 7003 1680 0005 7082 4092 Use :1112 Res,Improved Land ~MoM Bedrm: 4 Bath:1.50 TotRm: YB:1931 Pool: B1dgSF: 925 Ac: MetroScan / Jefferson (CO) • Owner :Cusa Bccae Llc Parcel : 035277 Site :14000 W 94th Ave Golden 80403 xf---A 7003 1680 0005 7082 4108 Mail :1 Riverway ff500 Houston Tx 77056 Use :3112 Ind,Improved Land one Bedrm: Bath: TotRm:l YB:1979 Pool: B1dgSF :16,334 Ac:4.22 • MetroScan / Jefferson (CO) • Owner :Ferguson Verna R Parcel :042721 Site :4221 Xenon St Wheat Ridge 80033 7p03 7,680 0005 7082 4115 Mail :4221 Xenon St Wheat Ridge Cc 80033 Use :1112 Res,Improved Land one Bedrm: 3 Bath:1.00 TotRm: YB:1939 Pool: B1dgSF :1,358 Ac:1.80 * - MetroScan / Jefferson (CO) • Owner :Discover Land Company Parcel :043585 Site :4288 Youngfield St Wheat Ridge 80033 7003 1 680 0005 7082 4122 Mail :23651 Golden Gate Canyon Rd Golden Co 80403 Use :2112 Com,Improved Land Phone Bedrm : Bath: TotRm:l YB:2001 Pool: B1dgSF :4,557 Ac:1.38 * • MetroScan / Jefferson (CO) • Owner :P L Inr Parcel :043652 (~p)CU9 ~Yr1€d Site :12750 W 42nd Ave Wheat Ridge 80033 7003 1680 0005 7082 4139 Mail :250 Schilling Cir Cockeysville Md 21031 Use :3112Ind,Improved Land one Bedrm : Bath: TotRm:2 YB:1973 Pool: B1dgSF :13,670 Ac:1.60 * • MetroScan / Jefferson (CO) • Owner :Lewis Kenneth E Parcel :066677 V NC L ffl YO F9 Site :3802 Wright Ct Wheat Ridge 80033 Xfered :02/13/2007 414 7082 Mail :3802 Wright Ct Wheat Ridge Cc 80033 n__-- 7003 1680 0005 Use :1112 Res,Improved Land Sa~ Bedrm :5 Bath:2.50 TotRm: YB:1971 Pool: B1dgSF :1,617 A ~ Information compiled from various sources. Real Estate Solutions makes no representations ` ddd M or warranties as to the accuracy or completeness of information contained in this report. ~O MetroScan / Jefferson (CO) • Owner :Mares Thomas L Parcel :067078 Site :3380 Alkire Ct Golden 80401 Xfered :12/04/1992 ONCI-RI/ylC-L9 Mail :3380 Alkire Ct Golden Co 80401 7003 1680 0005 7082 4153 Use :1112 Res,Improved Land Bedrm:4 Bath:2.25 TotRm: YB:1977 Pool: B1dgSF:2,687 Ac: * • MetroScan / Jefferson (CO) • Owner :Cummings John C Parcel :077933 Site :3400 Braun Ct Golden 80401 Xfered :07/31/1997 Mail :3400 Braun Ct Golden Cc 80401 7003 1680 0005 7082 4160 Use :1112 Res,Improved Land TMIM Bedrm:5 Bath:3.50 TotRm: YB:1979 Pool:Yes B1dgSF:3,740 Ac:.47 MetroScan / Jefferson (CO) • Owner :Peterman William A Jr/Tania M Parcel :077934 Site :13505 W 34th Ave Golden 80401 Xfered :01/12/2005 Mail :13505 W 34th Ave Golden Cc 80401 7003 16.- 0005 7082 4177 Use :1112 Res,Improved Land Bedrm:3 Bath:2.25 TotRm: YB:1978 Pool: B1dgSF:2,414 Ac:.31 * • MetroScan / Jefferson (CO) • Owner :Oehlkers Kenneth Parcel :077935 LIN(-LAfm o Site :13525 W 34th Ave Golden 80401 Xferarl • " Mail :13525 W 34th Ave Golden Co 80401 7003 1680 0005 7082 4184 Use :1112 Res,Improved Land Bedrm:4 Bath:2.25 TotRm: YB:1976 Pool: B1dgSF:2,456 Ac: * ---------------------------MetroScan / Jefferson (CO) • Owner :Horne Emilie L/James P Parcel :080317 Site :3381 Alkire Ct Golden 80401 vc---A .n0117/0nnA Mail :3381 Alkire Ct Golden Co 80401 7003 1680 0005 7082 4191 Use :1112 Res,Improved Land one - - Bedrm:4 Bath:2.25 TotRm: YB:1969 Pool: BldgSF:2,084 Ac: MetroScan / Jefferson (CO) • Owner :Coors Brewing Company Parcel :082375 Site :14001 W 32nd Ave Golden 80401 X ed :12/27/1992 Mail :PO Box 4030 Golden Co 80401 Use :2112 Com,Improved Land Phone Bedrm: Bath: TotRm: YB: Pool: BldgSF: Ac:153.46 MetroScan / Jefferson (CO) • Owner :Sowitch Lindsey/Paige Parcel :131160 Site :3386 Alkire Way Golden 80401 Xfered :06/18/20n4 Mail :6417 Willow Springs Dr Morrison Co 80465 7003 1680 0005 7082 4207 Use :1112 Res,Improved Land Bedrm:3 Bath:2.25 TotRm: YB:1974 Pool: B1dgSF:2,596 Ac:.34 * MetroScan / Jefferson (CO) • Owner :Richter Dwaine Parcel :182261 Site :3301 Youngfield Service Rd Golden 80401 Xfered ct9/n4lioo~ Mail :45 7003 1680 0005 7082 4214 Use :2112 Com,Improved Land Bedrm: Bath: TotRm:l YB:1985 Pool: B1dgSF:52,479 Ac:2.66 * • MetroScan / Jefferson (CO) • Owner :Ridgeview Baptist Church Parcel :188065 Site :3810 Youngfield St Wheat Ridge 80033 Xfered =nSIgFyloc` Mail :3810 Youngfield St Wheat Ridge Co 80033 7003 1680 0005 7082 4221 Use :9159 Exempt,Church,Land Bedrm: Bath: TotRm:l YB:1963 Pool: B1dgSF:18,780 Ac:2.22 • MetroScan / Jefferson (CO) • Owner :Jefferson County Parcel :188283 Site :4105 Youngfield Service Rd Wheat Ridge 80033 Xfered :1210111986 Mail :1700 Arapahoe St Golden Co 80419 7003 1680 0005 7082 4238 Use :9139 Exempt,County,Land Bedrm: Bath: TotRm: YB: Pool: BldgSF: Ac:10.5B * • MetroScan / Jefferson (CO) • Owner :Showme Mountain Investors Llc Parcel :189701 Site :3500 Youngfield St Wheat Ridge 80033 7003 1680 0005 7082 4245 Mail :100 S Brentwood Blvd Saint Louis Mo 63105 Use :2112 Com,Improved Land Phone ' Bedrm: Bath: TotRm:l YB:1993 Pool: BldgSF:6,500 5 Information compiled from various sources. Real Estate Solutions makes no representations I ~1 (~QZr or warranties as to the accuracy or completeness of information contained in this report. MetroScan / Jefferson (CO) Owner :Jefferson County Parcel :197938 Site :4105 Youngfield Service Rd Wheat Ridge 80033 Xfered :04/15/1931 Mail :100 Jefferson County Pkwy Golden Co 80419 7003 1680 0005 7082 4252 Use :9139 Exempt,County,Land Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:16.73 MetroScan / Jefferson (CO) : Owner :Cabelas Retail In Parcel :201833 Sine :37 Intyre Go den 80401 ered / 3/2004 Mail Cabela Dr S' ney N 69160 P 'ce :$315 0,00 Used .5179 Mi c,C ercial, Use Land Phon Bedrm: Bat TotRm:3 YB:1974 Pool: B1dgSF:29,473 Ac:556.57 * • MetroScan / Jefferson (CO) • Owner :Robacker Ronald J Parcel :403970 Site :3335 Beech Ct Golden 80401 Xfered :09/15/1998 Mail :3335 Beech Of Golden Cc 80401 7003 1680 0005 7082 4269 Use :1112 Res,Improved Land Bedrm:4 Bath:3.00 TotRm: YB:1993 Pool: B1dgSF:2,220 Ac: * • MetroScan / Jefferson (CO) Owner :Whitfield Robert D Parcel :403971 Site :3324 Beech Ct Golden 80401 Xfered :10/16/1991 Mail :3324 Beech Of Golden Co 80401 7pp3 1680 0005 7082 4276 Use :1112 Res,Improved Land Bedrm:6 Bath:3.75 TotRm: YB:1993 Poo B1dgSF:3,354 Ac: • MetroScan / Jefferson (CO) Owner :Lund Marguerite L Parcel :403989^ Site :13305 W 33rd 21 Golden 80401 "--I Mail :13305 W 33rd Pl Golden Cc 80401 7003 1680 ^0005 7082 4283 Use :1155 Vacant,Residential one Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:.32 * • MetroScan / Jefferson (CO) Owner :Applewood Lane Homeowners Association In Parcel :403990 Site :*no Site Address* Xfered :12/29/1995 Mail :3304 Beech Ct Golden Cc 80401 - 7003 1680 0005 7082 4290 Use :4151 Agr,Home Owner Association Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:.27 * MetroScan / Jefferson (CO) : Owner :Youngfield Plaza Llc Parcel :408379 Site :4096 Youngfield St Wheat Ridge 80033 Xfered :01/26/1999 Mail :4096 Youngfield St Wheat Ridge Cc 80033 7003 1680 0005 7082 4306 Use :2112 Com,Improved Land Bedrm: Bath: TotRm:2 YB:1982 Pool: B1dgSF:130,662 Ac:9.66 MetroScan / Jefferson (CO) • Owner :Kgc Trust 1 Parcel :408380 Site :4100 Youngfield St Wheat Ridge 80033 Xfered :08/08/1991 Mail :650 Three Springs Rd Bowling Green Ky 42104 7003 1680 0005 7082 4313 Use :2112 Com,Improved Land Bedrm: Bath: TotRm:l YB:1991 Pool: B1dgSF:28,853 Ac:4.13 • MetroScan / Jefferson (CO) • Owner :City Of Wheat Ridge Parcel :408383 Site :I-70 & Youngfield Wheat Ridge 80033 Xfered :08/08/1991 Mail :7500 W 29th Ave Wheat Ridge Co 80033 Price Use :9149 Exempt,Political Sub,Land Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:1.06 * • MetroScan / Jefferson (CO) Owner :Amb Retail Income Fund Inc Parcel :422294 Site :3600 Youngfield St Wheat Ridge 80033 Vc-- Mail :1301 SE 10th St Bentonville An 72716 7003 1680 0005 7082 4320 Use :2112 Com,Improved Land one Bedrm: Bath: TotRm:l YB:1970 Pool: B1dgSF:142,974 Ac:10.07 : MetroScan / Jefferson (CO) • Owner :Amb Retail Income Fund Inc Parcel :422295 Site :3400 Youngfield St Wheat Ridge 80033 Xfered :02/29/1996 Mail :4350 East West Hwy #400 Bethesda Md 20814 7003 1680 D005 7082 4337 Use :2112 Com,Improved Land Bedrm: Bath: TotRm:8 YB:1966 Pool: BidgSF:196,~ yy7.80 U` Information compiledfrom various sources. Real Estate Solutions makes no representation or warranties as to the accuracy or completeness of information contained in this report.. \ G7 MetroScan / Jefferson (CO) ' Owner :Casey Investment II Llc Parcel : 430314 Site :12900 W 43rd Dr Golden 80403 Xfered : 06/07/1999 Mail :6557 Bear Ridge Way Golden Cc 80403 7003 1 680 0005 7082 4344 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2000 Pool: BidgSF: 14,220 Ac:3.64 * - MetroScan / Jefferson (CO) Owner :Casey Inves ents II Llc Parcel : 430317 Sitg :13 00 W 93 d Dr Golden 8 Xfered /30/1999 Mail :6 5 Bear Rid e Way Go en Co 80403 Price : $1 9,970 Ful Use 11 Va nt,In ustria Phon Bed m: B the T - Pool: ldgSF Ac*1.03 • MetroScan / Jefferson (CO) _ - Owner :Mw Real Estate Llc Parcel : 430318 Site :13050 W 43rd Dr Golden 80403 Xfered : 08/19/lqQ° 4351 7082 Mail :13050 W 43rd Dr Golden Cc 80403 7003 1680 0005 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:1999 Pool: B1dgSF: 13,068 Ac:1.03 * • MetroScan / Jefferson (CO) Owner :13100 Building Llc Parcel : 430319 Site :13100 W 43rd Dr Golden 80403 Xfered : 07/22/2004 Mail :13100 W 43rd Dr Golden Co 80403 - 7003 1680 0005 7082 4368 d L d 2 I d I Use mprove an n , :311 Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF: 16,819 Ac:.97 * - MetroScan / Jefferson (CO) ' Owner :Wild Ventures Llc Parcel : 430321 Site :13150 W 43rd Dr Golden 80403 Xfered : 11/07/2002 Mail :6557 S High Dr Morrison Co 80465 7003 1 680 0005 7082 4375 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2003 Pool: B1dgSF: 10,542 Ac:1.08 * MetroScan / Jefferson (CO) ' Owner :Sherrydale Llc Parcel : 430322 Site :13180 W 43rd Dr Golden 80403 r 7003 1680 0005 7082 4382 Mail :13059 Wolverine Ct Littleton Co 80127 Use :3112 Ind,Improved Land one Bedrm: Bath: TotRm:l YB:2003 Pool: B1dgSF: 15,559 Ac:1.05 • MetroScan / Jefferson (CO) ' Owner :Peterson Ted Parcel : 430325 Site :13280 W 43rd Dr Golden 80403 Xfered : 09/09/1999 (1N LNJr/1< a Mail :11659 S Upper Ranch Dr Pine Co 80470 7003 1680 0005 7082 4399 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2000 Pool: B1dgSF: 11,000 Ac:1.03 * • MetroScan / Jefferson (CO) ' Owner :Jmc Properties Llc Parcel : 430326 Site :13350 W 43rd Dr Golden 80403 7003 1 680 0005 7082 4405 Mail :2276 S Holman Cir Lakewood Co 80228 Use :3112 Ind,Improved Land Phone Bedrm: Bath: TotRm:l- YB:2000 Pool: B1dgSF :18,423 Ac:1.30 * • MetroScan / Jefferson (CO) ' Owner :High Plateau Truss Inc Parcel :430327 Site - :13651 W 43rd Dr Golden 80403 Xfered :09/05/2000 Mail :13651 W 43rd Dr Golden Co 80403 7003 1 680 0005 7082 4412 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2000 Pool: B1dgSF :13,500 Ac:2.08 • MetroScan / Jefferson (CO) ' Owner :Hartley Family Enterprises Llc Parcel :430342 Site : *no Site Address* 7003 1680 0005 7082 4429 Mail :22001 Golden Gate Canyon Rd Golden Cc 80403 Use :2177. Vacant,Commercial,Limited Size Phone Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:.66 * • MetroScan / Jefferson (CO) ' Owner :44 Eldridge Llc Parcel :430343 Site :13800 W 43rd Dr Golden 80403 Xferarl •na/~z li ooR Mail :770 Heritage Rd Golden Cc 80401 7003 1680 0005 7082 4436 Use :2177 Vacant,Commercial,Limited Size mune : Bedrm: Bath: TotRm: YB: Pool: B1dgSF : Ac:8 a~ as Information compiled from various sources. Real Estate Solutions makes no representations H or warranties as to the accuracy or completeness of information contained in this report. H CO -•*__f.------------------------- : MetroScan / Jefferson (CO) Owner :44 Eldridge Llc Parcel :430344 Site :13900 W 43rd Dr Golden 80403 Xfered :09/23/1998 Mail :13280 W 43rd Dr Golden Cc 80403 7803 1680 0005 7082 4443 Use :2177 Vacant,Commercial,Limited Size Bedrm: Bath: TotRm: YB: Pool: B1dgSF: c:• MetroScan / Jefferson (CO) • Owner :70 Wbc L1c Parcel :431525 Site :3300 Youngfield Service Rd Wheat Ridge 80033 Xfered :07/02/1eata Mail :4505 S Yosemite St #371 Denver Co 80237 7003 1680 0005 7082 4450 Use :3111 Vacant,Industrial Bedrm: Bath: TotRm: YS: Pool: B1dgSF: Ac:2.30 * MetroScan / Jefferson (CO) Owner :Mues Dan - - Parcel :436712 Site :13200 W 43rd Dr #101 Golden 80403 Xfered :08/05/2003 Uh C.051MrL*9 Mail :13200 W 43rd Dr #103 Golden Co 80403 7003 1680 0005 7082 4467 Use :3112 Ind,Improved Land Bedrm: Bath: TotRm:l YB:2001 Pool: B1dgSF:1,980 Ac:.04 MetroScan / Jefferson (CO) • Owner :Ica Construction Inc Parcel :436725 Site :13200 W 43rd Dr #207 Golden 80403 Xfered :12/08/2000 thvct31ym9 Mail :13200 W 43rd Dr #207 Golden Cc 80403 7003 1680 0005 7082 4474 Use :3112 Ind,Improved Land r1lulle Bedrm: Bath: TotRm:l YB:2001 Pool: B1dgSF:1,998 Ac:.04 MetroScan / Jefferson (CO) • Owner :44 Mesa Condominium Association Parcel :436726 Site :13200 W 43rd Dr Golden 80403 Xfered :12/07/2000 N6-r I~N'r ;l✓ Mail :851 E Highway 224 #A6 Denver Co 80229 7003 1680 0005 7082 4481 Use :4151 Agr,Home Owner Association Bedrm: Bath: Tot Rm: YB: Pool: B1dgSF: Ac:1.43 * : MetroScan / Jefferson (CO) : Owner :Brookhart Bradley R Parcel :439262 Site :13601 W 43rd Dr #A3 Golden 80403 yfo,.A .1Oln /111, Mail :5678 S Youngfield Way Littleton Cc 80127 7003 1680 0005 7082 4498 Use :3112 Ind,Improved Land one Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF:900 Ac: MetroScan / Jefferson (CO) • Owner :Hawkins Erika P Parcel :439263 Site :13601 W 43rd Dr #A4 Golden 80403 Xfered :01/18/2002 Mail :5470 Mohawk Rd Littleton Co 80123 ' Use :3112 Ind,Improved Land 7003 1680 0005 7082 4504 Bedrm: Bath: TotRm:l YB:2002 Pool: B1dgSF:900 : MetroScan / Jefferson (CO) • Owner :44th Storage Condominium Association The Parcel :439300 Site :*no Site Address* Xfered :11/27/2001 1/,~cLAf/19t+° Mail :13601 W 43rd Dr Golden Cc 80403 7003 1680 0005 7082 4511 Use :4151 Agr,Home Owner Association - Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac:2.07 * - MetroScan / Jefferson (CO) • Owner :Casey Investments I Llc Parcel :444851 Site 7 Biegd S hea Ridge 80033 Phered 09/2003 , °.Bear ar R Rid ay Gol en Cc 8040 Mail 3 Price Use 2112 Com,Imp ved Land I Redr Bath: TotRm: YB:1994 P ol: BldgSF:3,70 Ac: 3.9 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. Coors Brewing Company Robert Snyder & Stephen Smith Lisa Birdsong PO Box 4030 11844 W 28th PI 3395 Braun Rd Golden, CO 80401 Lakewood, CO 80215 Golden, CO 80401 Cabelas Retail Inc I Cabela Dr Sidney, NE 69160 Cabelas Retail Inc 1 Cabela Dr Sidney, NE 69160 Roxanne Runkel 3415 Alkire Way Golden, CO 80401 Cusa Bccae Llc I Riverway 9500 Houston, TX 77056 P L Inc 250 Schilling Cir Cockeysville, MD 21031 John Cummings & Nancy Jean Sells 3400 Braun Ct Golden, CO 80401 Emilie & James Home 3381 Alkire Ct Golden, CO 80401 Dwaine Richter 6565 S Syracuse Way #1202 Englewood, CO 80111 Showme Mountain Investors Llc 100 S Brentwood Blvd Saint Louis, MO 63105 Ronald Robacker & Cheryl Robacker 3335 Beech Ct Golden, CO 80401 Verna Ferguson 4221 Xenon St Wheat Ridge, CO 80033 Kenneth Lewis 3802 Wright Ct Wheat Ridge, CO 80033 William & Tania Peterman Jr. 13505 W 34th Ave Golden, CO 80401 Coors Brewing Company PO Box 4030 Golden, CO 80401 Ridgeview Baptist Church 3810 Youngfield St Wheat Ridge, CO 80033 Jefferson County 100 Jefferson County Pkwy Golden, CO 80419 Robert Whitfield & Maureen Whitfield 3324 Beech Ct Golden, CO 80401 Discover Land Company 23651 Golden Gate Canyon Rd Golden, CO 80403 Thomas Mares 3380 Alkire Ct Golden, CO 80401 Kenneth Oeblkers 13525 W 34th Ave Golden, CO 80401 Lindsey & Paige Sowitch 6417 Willow Springs Dr Morrison, CO 80465 Jefferson County 1700 Arapahoe St Golden, CO 80419 Cabelas Retail Inc 1 Cabela Dr Sidney, NE 69160 Marguerite Lund 13305 W 33rd PI Golden, CO 80401 Applewood Lane Homeowners Association I Youngfield Plaza Llc I Kgc 3304 Beech Ct 4096 Youngfield St 650 Three Springs Rd Golden, CO 80401 Wheat Ridge, CO 80033 Bowling Green, KY 42104 City Of Wheat Ridge Arab Retail Income Fund Inc Amb Retail Income Fund Inc 7500 W 29th Ave 1301 SE 10th St 4350 East West Hwy #400 Wheat Ridge, CO 80033 Bentonville, AR 72716 Bethesda, MD 20814 Casey Investment II Llc Casey Investments II Llc Mw Real Estate Llc 6557 Bear Ridge Way 6557 Bear Ridge Way 13050 W 43rd Dr Golden, CO 80403 Golden, CO 80403 Golden, CO 80403 13100 Building Llc Wild Ventures Llc Sherrydale Llc 13100 W 43rd Dr 6557 S High Dr 13059 Wolverine Ct Golden, CO 80403 Morrison, CO 80465 Littleton, CO 80127 Ted Peterson & Valeri Peterson Jmc Properties Llc High Plateau Truss Inc 11659 S Upper Ranch Dr Pb & J Investments Llc 13651 W 43rd Dr Pine, CO 80470 2276 S Holman Cir Golden, CO 80403 Lakewood, CO 80228 Hartley Family Enterprises Llc 44 Eldridge Llc 44 Eldridge Llc 22001 Golden Gate Canyon Rd 770 Heritage Rd 13280 W 43rd Dr Golden, CO 80403 Golden, CO 80401 Golden, CO 80403 70 Wbc Llc Dan Motes Ica Construction Inc 4505 S Yosemite St #371 13200 W 43rd Dr #103 13200 W 43rd Dr #207 Denver, CO 80237 Golden, CO 80403 Golden, CO 80403 44 Mesa Condominium Association Bradley Brookhart & Donna Brookhart Erika Hawkins 851 E Highway 224 #A6 5678 S Youngfield Way 5470 Mohawk Rd Denver, CO 80229 Littleton, CO 80127 Littleton, CO 80123 44th Storage Condominium Association The Casey Investments I Llc 13601 W 43rd Dr 6557 Bear Ridge Way Golden, CO 80403 Golden, CO 80403 6,44 * Search Parameters * Jefferson (CO) * 4/14/2005 * 12:38 PM ° Parcel Number ...53 39 193 01 001 39 194 00 002 39 194 01 002 39 194 01 003 39 194 01 004 39 194 01 005 39 194 01 008 39 194 01 009 39 194 01 046 39 194 02 001 39 194 02 002 39 194 02 005 39 194 02 006 39 194 02 008 39 194 02 009 39 194 02 016 39 202 03 001 39 202 03 002 39 202 03 003 39 202 03 006 39 203 00 003 39 203 00 Oll 39 203 00 020 39 203 01 001 39 203 01 004 39 203 03 001 39 203 03 004 39 203 03 005 39 203 03 006 39 244 00 001 39 292 00 003 39 292 02 009 39 292 03 005 39 292 05 007 39 292 05 008 39 292 07 001 39 292 07 003 39 292 07 004 39 292 07 021 39 292 07 033 39 301 01 002 39 301 01 003 39 301 01 007 39 301 01 025 39 301 01 026 39 301 01 027 39 301 01 053 39 301 01 054 39 301 01 055 39 301 01 056 39 301 99 001 39 302 00 002 Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of Wheat Ridge Community Development Referral Form I Date: 14 April 2005 Response Due: 22 April 2005 The Wheat Ridge Community Development Department has received a request for approval of a special use permit at the property located generally west of 1-70, south of Highway 58 and north of West 32nd Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: SUP-05-04 Request: The applicant wishes to excavate and deposit fill material in excess of 20,000 cubic yards. Please respond to this request in writing regarding your ability to sere the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to sere the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager. Case Manager: Travis R. Crane Voice: 303.235.2849 Fax: 303.235.2857 Email: tcrane@ci.wheatridge.co.us DISTRIBUTION: JeffCo Commissioners Jefferson County Planning Department Urban Drainage and Flood Control District sWheat Ridge Public Works, "The Carnation City" S-r!v0 City of Wheat Podge I Department of Public Works May 19, 2005 William Willis, P.E. Martin/Martin 12499 West Colfax P.O. Box 151500 Lakewood, CO 80215 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29r" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Re: - Second Review Comments of the Master Drainage Report received on May 4, 2005 and the Amendment to the Special Use Permit received on April 14, 2005. Dear Mr. Willis, I have completed the second review of the above referenced documents for the Cabela's/Coors Development, and have the following comments: DRAINAGE Master Drainage Report (Discussion) 1. Please include in the discussion both the required and provided water quality volumes and the water quality surface elevation for the temporary water quality/sediment pond found in sub-basin N3 (Design Point 20). 2. It is stated in paragraph 5, Page 7, that runoff from both minor and major storm events should not be discharged into the Bayou Slough Ditch but into Clear Creek. Discuss how this will be accomplished including for example, the outlet for the temporary water quality/sediment pond, and how any negative impact to the Ditch may be minimized. 3. If the gravel drain is to remain as a permanent or a long-term temporary facility, as well as the 12" well casing to be "done by others" as shown on the SUP Amendment, these items need to be discussed in the Report. Include pertinent information such as regarding the construction/placement, functionality, any effect on the temporary sediment pond and/or the Bayou Slough Ditch, etc. 4. Include a statement that if the pond or gravel drain are to drain into the Bayou Slough Ditch, written approval from the ditch company shall be required prior to plan approval by the City. Master Drainage Report (Appendix) 1. Include water quality volume calculations including the WSwQcv elevations for all temporary sediment ponds (e.g., as found in sub-basin N3). Master Drainage Plan 1. Identify the temporary water quality sediment pond (found in sub-basin N3), and outfall (with flow direction). 2. Include the contributing basins, provided water quality volume, design point, and (water quality) surface elevation for the temporary water quality/sediment pond in sub-basin N3. 3. If the gravel drain as shown on the SUP Amendment is to remain as either a permanent or a long-term temporary facility, this item needs to be shown on the Drainage Plan (and be referenced in the discussion). SPECIAL USE PERMIT (AMENDMENT) Mass Grading Plans 1. Show the temporary sediment pond outlet (and any related details, if applicable). 2. Show elevations for the proposed gravel drain (and low point). 3. On Sheet C101, include the provided water quality volume and WSwQcv elevation for the temporary water quality/sediment pond. TRAFFIC / ADDITIONAL ENGINEERING COMMENTS This submittal was forwarded to the Engineering Division Manager, Mr. Steve Nguyen, P.E., 303-235-2862 for review, and the following is his response: URBAN DRAINAGE AND FLOOD CONTROL DISTRICT COMMENTS This submittal was forwarded to Urban Drainage and Flood Control District for comments. Please see the attached sheets for their response. With the next submittal, please provide 2 signed and stamped copies of the revised Master Drainage [Rbeportfflan,and 1 copy of the SWMP and the NPDES/CDPS Permit. NPDES/CDPS Permit The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System (NPDES) be authorized under stormwater discharge permits. Construction sites that are greater than one (1) acre in size require an NPDES permit. The area of the proposed development is greater than l acre and therefore shall comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division. A copy of the CDPS Permit and Stormwater Management Plan (SWMP) is to be submitted to the Department of Public Works prior to issuance of Grading/Fill and Building Permits. Public Improvements Cost Estimate & Performance Guarantee (Letter of Credit) Prior to any construction commencing for the required public improvements within the Cabela Drive Right-of- Way, an itemized engineer's cost estimate will need to be submitted to the Public Works Department for review and approval. Upon acceptance of this estimate, an Irrevocable Letter of Credit reflecting the total of the approved cost estimate plus 25% (125% of engineer's estimate) will need to be submitted by the owner/developer for review and approval. Right-of-Way Construction Permit(s)/Licensing Prior to the construction of any improvements, utility service connections, etc. within the public Right-of-Way, the required Right-of-Way Construction Permit(s) and respective licensing shall be submitted to the Department of Public Works for processing. Right-of-Way Construction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Cabelas SUPAmend&.MasterDmimgeRepod mviewlltr Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, and easement and/or ROW dedications. 2-Year Warranty Period for Public Improvements Upon completion of all public improvements and acceptance by the City Inspector, the original Letter of Credit shall be surrendered. At this time a 2-year warranty period for the public improvements shall commence. If at any time during said 2-year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated to expire on the 2- year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period and Final Approval of all constructed public improvement items by the City Inspector, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer XC: Tim Paranto, Director of Public Works Alan White, Director of Community Development Steve Nguyen, Engineering Division Manager Travis Crane, Planner File Cabelas SUPAmend&MaswrDminageRepoA mviewl tr URBAN DRAINAGE AND FLOOD CONTROL DISTRICT David W. Uoyd, Fxecutive Director 2480 W. 26th Avenue, Suite 1566 Denver, CO 8021 t -5304 May 2, 2005 Dave Brossman Development Review Engineer City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 Dear Mr. Brossman: Telephone 303-455-6277 Fax 303-455-7880 v .udfcd.org This letter is in response to your request for our comments concerning a master drainage study for the Cabela's and Coors Annexation. We appreciate the opportunity to review this drainage study. We have reviewed this study only as it relates to major drainageways and District master plans, in this case the Clear Creek 100-year floodplain and Outfall Systems Plans (OSPs) for the Applewood and Fairmount neighborhoods. We have the following comments to offer: The text indicates that the 100-year floodplain for Clear Creek was digitized from the Jefferson County Flood Insurance Rate Map, which is at a scale of I" = 500', and projected onto the study mapping, which is at a scale of 1" = 200'. There are obvious inaccuracies inherent in taking a floodplain at one scale and projecting it on a map of a different scale. The correct procedure for identifying the floodplain on the project mapping is to take the profiles from the Jefferson County Flood Insurance Study and use them to accurately locate the floodplain on the project mapping. 2. The symbol for the 100-year floodplain is so faint that we could not follow it through the entire area. A symbol that can be seen should be utilized. The drainage study references two OSPs for Applewood, one completed in 2001 and the other in 2003. Actually, the 2001 report was an interim report that has been superceded by the 2003 report. The engineer sometimes uses the 2003 report and sometimes the 2001 report. 4. The concept for the Applewood OSP is to keep stormwater and irrigation ditch water separate, and to collect and convey stormwater runoff from the entire ^ Wo*k ,dkyou fiat., 1965 watershed upstream from the subject site and adjacent Coors property in a 2-year storm sewer system to Clear Creek. It is unclear to us if the different flow paths suggested by the engineer will enable the implementation of the Applewood OSP upstream from the subject site. The engineer should be required to discuss this. 5. There are some very large pipes being proposed for this project and yet there is no mention of any profile information which would demonstrate that the pipe sizes and alignments will actually work. I do not think a drainage report is complete unless profiles are provided. If the engineer has done the work, publish it. If he has not, he should. 6. The Fairmount OSP outfalls planned within the subject site are accurately portrayed. In summary, the 100-year floodplain of Clear Creek should be more accurately and legibly depicted on the drainage plan map, and the drainage study should prove that the implementation of the Applew•ood OSP would not be adversely impacted by their proposed changes. If you have any questions concerning these comments, please contact me. Sincerely, fB'i(T~ot, Manager, Floodplain Management Program WGD'mc Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of "eat Ridge Community Development Referral Form Date: 14 April 2005 Response Due: 25 April 2005 The Wheat Ridge Community Development Department has received a request for approval of a special use permit at the property located generally west of 1-70, south of Highway 58 and north of West 32nd Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: SUP-05-04 Request: The applicant wishes to excavate and deposit fill material in excess of 20,000 cubic yards. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager. Case Manager: Travis R. Crane Voice: 303.235.2849 Fax: 303.235.2857 Email: tcrane@ci.wheatridge.co.us DISTRIBUTION: JeHCo Commissioners Jefferson County Planning Department Urban Drainage and Flood Control District Wheat Ridge Public Works "The Carnation City" *OR LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29t1' Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 (Please print or type all information) Applicant Cabela's Retail Inc. (Co-Applicant)* Address One Cabela Drive Phone (3081254.5505 City Sidney State Nebraska Zip 69160 Fax (3081254.7626 Owner Cabela's Retail Inc. City Sidnev Phone (308)254.5505 Fax (3081254.7626 Contact Mark Nienhueser Address One Cabela Drive Phone J308)255.2634 City Sidnev State Nebraska Zip 69160 Fax (308)254-7626 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) * Co-Applicants are Molson Coors Brewing Company and Cabela's Retail Inc. and have signed two separate applications. Location of request (address): Southwest of State Highway 58 and 1.70 Interchange (No address assigned) Type of action requested (check one or more of the actions listed below which pertain to your request) Application submittal requirements on reverse side Change of zone or zone conditions /Special Use Permit Consolidation Plat - Subdivision: Minor (5 lots or less) Flood Plain Special Exception - Subdivision: Major (More than 5 lots) Lot Line Adjustment - Right of Way Vacation - Planned Building Group - Temporary Use, Building, Sign Site Development Plan approval - Variance/Waiver (from Section ) Other: Detailed description of request: The applicant is requesting a Special Use Permit for a major excavation control operation that will exceed 20.000 cubic yards of material. Required information: Assessors Parcel Number: See Exhibit A. Size of Lot (acres or square footage): 178.2 Acres Current Zoning: PD (Jefferson County) Proposed Zoning: PCD Current Use: Vacant, Abandoned Gravel Pit Proposed Use: Retail/Commercial/Open Space I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accompli a is other than owners must submit power-of-attorney from the owner which approved of thi 1• ~aQ f. Signature of Applicant scribed and sworn to me this 1311 day of A it 20 05 My To be filled out by staff: Date received Fee $ Receipt No. Case No. Comp Plan Design. Zoning Quarter Section Map Related Case No. Pre-App Mtg. Date Case Manager LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 (Please print or type all information) Applicantfelsgo-coors Brewing Co. (Co-Applicantl* Address P.O. Box 4030 Phone (3031279-6565 City Golden State Colorado Zip 80401 Fax 303)277.3833 Owner Coors Brewing Company Address P.O. Box 4030 Phone (303)279.6565 City Golden State Colorado Zip 80401 Fax 303)277.3833 Contact Neil Jaguet Address P.O. Box 4030 Phone (303)277.2028 City Golden State Colorado Zip 80401 Fax (3031277.3833 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) * Co-Applicants are Me'setsCoors Brewing Company and Cabela's Retail Inc. and have signed two separate applications. Location of request (address): Southwest of State Highway 58 and 1.70 Interchange (No address assigned) Type of action requested (check one or more of the actions listed below which pertain to your request): Application submittal requirements on reverse side Change of zone or zone conditions ✓Special Use Permit Consolidation Plat - Subdivision: Minor (5 lots or less) Flood Plain Special Exception - Subdivision: Major (More than 5 lots) Lot Line Adjustment - Right of Way Vacation Planned Building Group - Temporary Use, Building, Sign Site Development Plan approval - Variance/Waiver (from Section ) Other: Detailed description of request: The applicant is requesting a Special Use Permit for a major excavation control operation that will exceed 20,000 cubic yards of material. Required information: Assessors Parcel Number: See Exhibit A. Size of Lot (acres or square footage): 178.2 Acres Current Zoning: PD (Jefferson County) Proposed Zoning: PCD Current Use: Vacant, Abandoned Gravel Pit Proposed Use: Retail/Commercial/Open Space I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent se persons listed above, without whose consent the requested action cannot lawfully be accomplis other than owners must submit power-of-attom om the own which approved of this Signature of /Suu*ribed and sworn to me this day of A ril : , 20 05 j /C l am/ dYeJ °4r c e7- j- * G To be filled out by staff: Date received Comp Plan Design. Related Case No. Fee $ -Receipt No. Pre-App Mtg. Zy ; Case NoS ~ GDS O C/ Quarter Section Map Case Manager G~N~ Applicant Cabela's Retail Inc. (Co-Applicant)* Address City. Sidney State Ne Fax (308)2547626 Fax (308)2547626 Contact Dennis Armstrong Address One Cabala Drive Phone (308)255 2810 City Sidney State Nebraska Zip 69160 Fax (308)2547626 (rhe person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) * Co-Applicants are Molson Coors Brewing Company and Cabela's Retail Inc. and have signed two separate applications. Location of request (address): Southwest of State Highway 58 and 1-70 Interchange (No address assigned) Type of action requested (check one or more of the actions listed below which pertain to your request): Application subnt&al requirernews on reverse side Change of zone or zone conditions /Special Use Permit - Consolidation Plat - Subdivision: Minor (5 lots or less) - Flood Plain Special Exception - Subdivision: Major (More than 5 lots) - Lot Line Adjustment - Right of Way Vacation - Planned Building Group - Temporary Use, Building, Sign - Site Development Plan approval - Variance/Waiver (from Section ) - Other: Detailed description of request: The applicant is requesting a Special Use Permit for a manor excavation control operation that will exceed 20,000 cubic yards of material. Required information: Assessors Parcel Number: See Exhibit A. Size of Lot (acres or square footage): 178.2 Acres Current Zoning: PD (Jefferson County) Proposed Zoning: PCD Current Use: Vacant. Abandoned Gravel Pit Proposed Use: Retail/Commercialf0pen Space I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attomey from therpw, w ' approved of this action on his behalf. Signature of Applican - Subscribed and-swornto me this Ph day of A ril 2 05 -Notary Public My commission xpisGENERALFRTEDA M State DAVIS To be filled out by staff: Date received Comp Plan Design. Related Case No. Community Development Department 7500 West 29th Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 (Please print or type all information) Case No. Quarter Section Map Case Manager Fee $ Receipt No. Pre-App Mtg. MARTIN /MARTIN LETTER OF TRANSMITTAL CONSULTING ENGINEERS Agency/Finn: City of Wheat Ridge - Comunnity Development Date: May 3, 2005 QQ 7500 West 29`h Avenue Project No.: 17300.C i Zy 5> Wheat Ridge, CO 80033 Project Title: Cabela's SUP Amend Drainage Refit Attention: Alan White Phone 303-235-2844 Authorized By: Bill Willis o r)~,. `n We are sending you the following items: ® Originals via 0 Overnight I El Reproductions ® Courier El Disk 11 Mail Copies Description Date 3 Revised Drainage Master Plan to reflect modification comments from Tim ( SUP Amendment) May 2, 2005 These are transmitted: ® for approval 11 for review and comment 11 for signature signed & sealed reviewed after loan to us El for your use 0 for your record El as requested Fxee111ed Remarks: Alan, Please log this in and forward to Tim for final review. We provided additional copies in case you need to refer to Urban Drainage. If you need anything additional, please call. Have a great Day { Signed: Bill Willis Copy: C:\D000ments and Settings\willis\My Documents\Trmemi"1s\Wheat Ridge.m.doc Revised 02/03 12499 West Colfax • P.O. Box 151500 • Lakewood, Colorado 80215 • Telephone: 303431-6100 • www.martinmartin.com Civil Department Fax: 303431-4028 Structural Department Fax: 303-431-6866 Marketing Department Fax: 303-456-9923 l COORS/CABELA'S DEVELOPMENT MASTER DRAINAGE STUDY CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO MAY 2, 2005 PREPARED FOR: COORS BREWING CO. AND CABELA'S, INC. PREPARED BY: MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 (303) 431-6100 PRINCIPAL-IN-CHARGE: WILLIAM WILLIS, P.E. PROJECT ENGINEER: SEAN LARKIN, M.B.A. TABLE OF CONTENTS 1. INTRODUCTION ....................1 A. Purpose ....................I B. Location of Study Area I C. Study Area Property Description I D. Proposed Project Description ....................2 E. Flood Hazard and Drainage Studies Relevant to Site ....................2 II. HISTORIC DRAINAGE SYSTEM ....................3 III. PROPOSED (DEVELOPED) DRAINAGE SYSTEM ....................4 A. Criteria ....................4 B. Runoff ....................4 C. Detention ....................4 D. Streets ....................5 E. Sub-Basin and Site Drainage ....................5 F. Open Channel Flow ....................8 G. Storm Sewer ....................8 IV. CONCLUSIONS ....................8 A. Impact of Improvement 8 B. Compliance with Applicable Criteria ....................8 C. Wheat Ridge Zoning Ordinances ....................9 V. REFERENCES ..................10 Vt. APPENDIX ..................I1 Coors/Cabela's Development May 2, 2005 Master Drainage Study i L INTRODUCTION A. Purpose This study outlines a master plan for drainage improvements necessary to facilitate development of the Coors/Cabela's property located in the City of Wheat Ridge, Jefferson County. B. Location of Study Area The study area is located in Sections 19, 20, 29 and 30 in Township 3 South, Range 69 West of the sixth principal meridian, Jefferson County, Colorado. It is bounded on the north by the northern right-of-way of State Hwy. 58, on the east by Interstate Hwy. 70, on the south by residential and commercial development, and on the west by Applewood Golf Course and water storage reservoirs owned by Coors Brewing Company. C. Study Area Property Description The study area is composed of multiple land areas, each having unique topographic and drainage characteristics. The following describes each area, which are depicted graphically on the fold-out map located in the rear of the Report: The southern Coors/Cabela's development area represents multiple contiguous land parcels which have been mined for sand and gravel for over 50 years. The property is generally unimproved with the exception of a private residential home located near the southeast comer. This area is bisected by the Denver Water transmission conduits and sludge return line. The property south of the transmission conduits is more heavily vegetated, apparently due to high nutrient load existing in runoff from the off-site tributary watershed to the south. The property north of the transmission line has been mined much deeper and is relatively barren of vegetation. Much of the area has been mined below the thalweg of Clear Creek. Property immediately to the north is owned by Jefferson County. The Jefferson County property is included in the study area because it is located immediately between the Coors/Cabela's development areas and Clear Creek. Located on this property, along the east side, just south of Clear Creek are the Jefferson County Animal shelter and an asphalt and concrete storage yard. Clear Creek flows through the Jefferson County property from west to east. North and west of the Jefferson County property is the North Coors/Cabela's development area. The North Coors/Cabela's development area was also mined over the past 50 years. Clear Creek flows through the southern limit of the western portion of this property area. The Denver Water Moffat transmission conduits cross through the western end of this area, and also cross under Clear Creek. The Slough ditch wraps around the southern perimeter, conveying irrigation water east and eventually under Interstate 70. The head gates, for Slough Ditch, also exist in the western part of this property. Generally, the east side of this area is relatively barren and has been mined to an elevation below the thalweg of Clear Creek in some areas. North of this area and the Jefferson County property, is State highway 58. Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 The northern most study area is State Highway 58 and its associated right-of way. This area was included in the study area to determine its impact on the proposed Coors/Cabela's development area. Infrastructure outlined in the Fairmount Area Outfall Systems Planning Study also traverse this area. D. Proposed Project Description The southern Coors/Cabela's development area will be developed into commercial retail sites, a water storage reservoir for use by the Coors Brewing Company, and open space. Impacts to regional transportation and possible transportation infrastructure improvements are currently being studied. The Jefferson County property will not be developed as part of this project, and will not be affected by development that occurs on the Coors/Cabela's development areas. The northern Coors/Cabela's development area will be developed in the future for commercial retail use. The topography in this area will also be generally restored to drain similar to pre-mining conditions. Development of this area may include re-alignment of the Slough Ditch, provided an agreement for re-alignment is reached with the ditch owners. No changes are proposed for the State Highway 58 area as part of this project. E. Flood Hazard and Drainage Studies Relevant to Site Clear Creek crosses the study area from west to east. A Flood Insurance Study (FIS) was prepared in 1979, by Gingery and Associates. This study represents the current technical analysis supporting the effective Flood Insurance Rate Map (FIRM Map No. 08059CO194 E) for this reach of Clear Creek. The 100-year floodplain shown on the Drainage Plan was digitized from the effective FIRM. Development is not proposed on areas inside the 100-year flood plain with the exception of a bridge crossing of Clear Creek. The bridge abutments will be located in the floodplain fringe and the bottom chord of the bridge will be sufficiently above the regulated water surface elevation to provide necessary freeboard. Specific details of the bridge and its impact on the Clear Creek floodplain will be addressed with a separate report. Apnlewood Watershed Outfall Systems Planning Studies The southern Coors/Cabela's development area is also included in two drainage planning studies; the Applewood Watershed Outfall Systems Planning Study Alternative Development and Evaluation Report, prepared by Kiowa Engineering Corporation, October 2001 (2001 OSP), and the Applewood Watershed Outfall Systems Planning Study Preliminary Design Report, prepared by Kiowa Engineering Corporation, November 2003 (2003 OSP). Both studies analyze a 2.36 square mile watershed principally located south of the south Coors/Cabela's development area. The OSPs' watershed partially includes the development area. The studies report that the watershed has no regulatory detention facilities, and that the storm sewer, ditches, and roadways are typically undersized to convey developed flows. There are four irrigation ditches that traverse the OSP watershed. Consistent with acceptable drainage practices, the affect of these ditches on the watershed were evaluated and determined to not intercept nor add flows to the watershed during the major rainfall event. It was noted, however, that these Coors/Cabela's Development May 2, 2005 Master Drainage Study 2 ditches appear to capture significant runoff from minor storm events and nuisance flows in some areas. Both studies indicate the watershed south of W. 32"" Avenue cumulates on the south side of 32"d Avenue at about Eldridge Street, across from the Applewood Golf Course, and then during major storm events, drain over W. 32"d Avenue into the Golf Course. The studies indicate stormwater flows across the golf course and enters the Coors/Cabela's development area at OSP Design Point 102 (shown on the Drainage Plan). The existing 100-year flow is reported to be 637 cfs, and the future 100-year flow is reported to be 728 cfs. Future flows include final build-out of the OSP watershed area. Recommendations from the 2003 OSP study include piping the minor (2-year) storm events via a culvert along W. 32"d Ave. to the southeastern corner of the golf course, then north along the east side of the golf course via a 66-inch pipe. This OSP also suggests conveyance of the minor storm flows through the Coors/Cabela's development area with storm piping. Discussion of OSPs: Assumptions made in both the 2001 and 2003 OSP's regarding the routing of flows through the study area seem to differ from observed drainage patterns. The routing schematic presented in both reports indicates that runoff from basins located south of the south Coors/Cabela's development area and south of W. 32nd Ave. travel west to Eldridge St. before reaching Design Point 102. Field observations indicate runoff from basins south of W. 32nd Ave appear to flow across W. 32nd Ave. at low points located at approximately Alkire St. and Braun Court. Thus, upstream Basins 11, 12, 15 and 16 as noted in the OSPs have been analyzed herein using the Rational method, and runoff from these basins is assumed to cross W. 32"d Ave. and enter offsite Basins OS 1 and OS2 at OSP Design Points 116 and 114. Fairmount Area Outfall Systems Planning Study Drainage from properties north of Highway 58 right-of-way was analyzed in the Fairmount Outfall Systems Planning Study and preliminary Design Report, prepared by Moser & Associates Engineering, April 2004. Improvements proposed in this study include conveyance of the 100-year flows under US Hwy. 58, through proposed piping and a concrete box culvert. The approximate alignment and associated major storm flow rates conveyed by these improvements are shown on the Drainage plan. These flows should be passed through the study area directly to Clear Creek. The construction schedule for these improvements is not known. II. HISTORIC DRAINAGE SYSTEM Clear Creek divides the study area into two major drainage areas, one to the north and one to the south. The topography of the study area has been significantly altered by mining operations conducted both north and south of Clear Creek for many years, and by the construction of the Denver Water Department transmission lines that traverse the study area from northwest to southeast. Currently, mining activities continue to take place on the north Coors/Cabela's development area. A used asphalt and concrete storage yard is in operation on the Jefferson County property located on the south side of Clear Creek. Prior to these mining and construction activities, the entire study area drained toward Coors/Cabela's Development May 2, 2005 Master Drainage Study 3 Clear Creek. In its present state however, the mining pits accumulate runoff. Runoff from both mining pit areas (north and south) is pumped to Clear Creek in accordance with Coors Brewing Company mining discharge permits. There are multiple locations where runoff enters the Coors/Cabela's development area via overland flows or culverts. However, other than the pumps, defined discharge systems do not convey runoff to Clear Creek within the study area. Much of the area, especially that on the north side of Clear Creek, has very little vegetation due to recent mining activities. Some areas around the perimeter of the mining pits show evidence of gully and rill erosion. In relatively level areas where mining activity has not occurred for several years there are grasses, bushes, trees, and areas of standing water. Historically, the soils were generally sand and gravel, had high percolation rates, and were subject to erosion by the watershed. A description of on-site soils in the 1980 Soil Survey of Golden Area, Colorado, by the USDA Soil Conservation Service, characterizes soils with a type AB runoff potential. Offsite properties south of the study area generally have soils with a type C runoff potential. III. PROPOSED (DEVELOPED) DRAINAGE SYSTEM A. Criteria Procedures defined in the latest Urban Storm Drainage Criteria (UDFCD) Manuals, Volumes 1-3, by the Urban Drainage Flood Control District, were used to prepare this Master Drainage Plan. On-site Hydrology was computed using the Rational Method. Off-site tributary watersheds were computed in the referenced Outfall System Plans using UDSWM. Runoff from off-site Basins OS1-OS16 was also computed using the Rational method to check internal pass-through hydraulic conveyance elements. The 5-year and 100-year storms were used for the initial and major storms, respectively. B. Runoff The developed off-site watersheds are typically large and are routed independently through or around the perimeter of the site. Conveyance of the major storm to Clear Creek is provided for both on-site and off-site basins. Although historic drainage patterns suggest that runoff from the site flowed overland through the Jefferson County property to the north to Clear Creek, storm piping is proposed to convey this runoff around the Jefferson County property. C. Detention Due to the site's proximity to Clear Creek, no detention will be provided. It was agreed, through discussion with reviewing agencies, releasing the undetained major storm runoff directly to Clear Creek would be consistent with current drainage policy. Water quality ponds shall be required for all developed areas on the site. Presently, individual water quality ponds for each parcel are proposed. However, these ponds may be combined. Sizing of the ponds and their respective outlet structures must be in accordance with UDFCD Manual. The preliminary location of these water quality ponds, their required volumes and tributary basins are shown on the Drainage Plan. Outlet structures and overflow structures must convey fully developed 100-year flows to Clear Creek. Coors/Cabela's Development May 2, 2005 Master Drainage Study 4 D. Streets Proposed on-site streets are generally above site development grades. Therefore, the street section will provide limited conveyance of runoff from major storms. The street,, will have inlets and stone piping that convey their runoff to water quality ponds before being released to Clear Creek. E. Sub-Basin and Site Drainage Southern Basins As noted in Discussion of OSPs, runoff from the Applewood Watershed south of West 32nd Ave. is assumed to flow across West 32nd Ave. at OSP Design Points 116 and 114. These southern basins are identified as OS11, OS12, OS15 and OS16, and correspond with OSP basins 11, 12, 15 and 16 respectively. Runoff from these basins south of West 32nd Ave. has been analyzed using the Rational method with assumed imperviousness values taken from the OSPs. Basins OS 1, OS2 are generally comprised of medium density residential and commercial development. They drain north toward the study area's southern property limit, through roads and storm sewer piping. Major storm runoff from these basins, as computed by the 2003 OSP (OSP Basin 4) is 179cfs. An open channel is proposed along the development area's southern property line to intercept major storm flows from these basins. This channel conveys the runoff west, and north around the proposed Coors Water Storage Reservoir (Basin S1). The channel is conservatively sized to convey flows based on cumulative routed rational computations. Basins OS16 and OS12 are routed through Basin OS2, and develop a total flow at the upstream end of the channel (Design Point 2) of 178cfs. Basins OS15 and OS11 are routed through Basin OS1 to Design Point 1 (located approximately 700-feet downstream of Design Point 2), where the cumulative design flow is 395cfs. According to the Applewood Watershed OSPs, all of the southern off-site flows (including Basins OS1-OS4, OSI1-OS16; proposed Basins S l- S3; and part of proposed Basins S4, S7, S8) cumulate at the northeast corner of Applewood Golf Course (OSP Design Point 102). Through meetings with the Coors Brewing Company (owners of the golf course property) it was agreed that this runoff historically drained north from Design Point 102, through the study area where their existing water storage reservoirs are now located, before outfalling into Clear Creek. However, the berm forming the south side of their reservoir appears to divert this flow primarily east and into Basin S 1 of the study area. An improved berm is proposed along the western property line of the south Coors/Cabela's development area to maintain historic drainage patterns. The Coors Brewing Company is in agreement with the proposed berm and has agreed to accept major stone flow into their reservoir. Initial storm flows will be routed around their reservoir through the development area via an inlet and storm pipe proposed near Design Point 102. The inlet and storm pipe should be sized to convey only the initial storm into the proposed interceptor channel. The 2001 Applewood OSP future 5-year (initial) storm flow at Design Point 102 is 203cfs. Based on the 2001 OSP SWMM routing and model output, approximately 46 cfs of this 203cfs will drain out of residential OSP Basin 4 and would already be in the interceptor swale. Thus, the inlet and storm pipe will be sized to accept the remaining 157 cfs. The interceptor channel will convey runoff north to the Denver Water transmission piping where proposed storm sewer will convey these flows under the Denver Water transmission pipes and proposed Cabela Drive at Design Point Coors/Cabela's Development May 2, 2005 Master Drainage Study 5 12. This storm sewer will be routed under the roadway to an outfall in Clear Creek near the proposed bridge abutment. Basin OS3 is primarily road pavement that will be routed through Basin S8 and an on-site water quality pond in Basin S4, at Design Point 8. Basin OS4 currently flows into the western road side ditch along the I-70 service road until it eventually flows into Basin S4. An improved swale or piping will be necessary to carry this runoff to Design Point 13 before it is released into Clear Creek. Basin S 1 is approximately 25.6 acres and includes property to be developed as a water storage reservoir for the Coors Brewing Company. Water stored in this reservoir will be pumped into and out of the reservoir as needed. Coors Brewing Company committed to maintain a water surface elevation of 5,447 feet. The reservoir's containment berm elevation will be 5,450 feet, therefore providing sufficient freeboard to contain rainfall landing on this basin. Because of this large capacity, this basin may be used as a release point for major storm event runoff from adjacent basins (S2 and S5). If the reservoir in Basin S1 is used to attenuate major storm flows from Basins S2 and S5, conveyance from these basins to Clear Creek need only be sized for the minor storm flows. There are no directly tributary watersheds to this basin. The basin does not require water quality or detention structures based on the proposed design. A spillway should be designed for the reservoir with an overland flow path or storm sewer to Clear Creek in case the reservoir containment berm is overtopped. Basin S3 will also be developed as commercial property in the future. The drainage plan indicates the developed basins required water quality pond volume. The water quality pond should release into the road side ditch on the western edge of the I-70 service road where it joins runoff from Basin OS4 at Design Point 4. A swale or storm sewer should be constructed to convey these developed flows to Design Point 13. It should be noted, that if the fixture developer determines that it is not feasible to locate a pipe or swale of sufficient size along the western I-70 service road, runoff from Basin OS4 and Basin S3 could be routed through Basins OS3 and S8. Storm conveyance elements and water quality ponds must be sized to accommodate these re-routed flows. Basins S2 and S5 are proposed as retail and commercial development, respectively. Water quality ponds are required on each property having the volumes shown on the Drainage Plan. Buildings constructed on these properties must be built above the hydraulic grade line of storm sewer conveying the major storm event out of the basins, or, if runoff from the major storm event is routed into the reservoir in Basin S1, above the maximum water surface elevation in the reservoir. The storm sewer outfall shall convey flows to Clear Creek through Basin S4. Basin S4 is a large, almost 50 acre basin that will be developed as retail. Multiple water quality ponds are anticipated to serve this property. Their locations and site specific storm sewer will be determined with final site development plans. The cumulative water quality pond volume shown for Basin S4 at Design Point 8 on the drainage plan, is also sized to accommodate roadway Basins OS3, S8 and S6. A storm sewer capable of independently conveying the major storm runoff from Basins S2 and S5 must pass through Basins S6 (under the Cabela Drive and Denver Water transmission line) and S4. These flows and the major storm release from Design Point 8 (Basins OS3, S6, S8 and Coors/Cabela's Development May 2, 2005 Master Drainage Study 6 S4) can be combined and routed east along the north line of Basin S4 to the I-70 right-of- way. Once in the I-70 right-of-way, the sewer will turn north and ultimately discharge into Clear Creek through an energy dissipater. Based on discussions with Jefferson County, CDOT, and the City of Wheat Ridge, as of the writing of this report the aforementioned storm sewer will not release flows into Jefferson County property. However, if an agreement is reached to allow releases into Jefferson County property, this option would more closely resemble the apparent historical flow path into Clear Creek. In addition, cumulative water quality enhancement ponds could be located in the Jefferson County property provided they are designed according to UDFCD Criteria. An outfall location into the Jefferson County property would be consistent with the alternatives suggested in the Jefferson County, UDFCD October 2001 OSP. Basin S 10 will largely remain unchanged. The proposed Cabela Drive and south abutment of the bridge crossing will be located at the east side of the basin. No further development of this parcel is anticipated. Northern Basins Basin NI is State Highway 58 right-of-way that has been annexed into the City of Wheat Ridge. Runoff from this basin is collected in multiple locations in the south roadside ditch and flows to the east, eventually into the Jefferson County land near I-70. An inlet with piping located near the midpoint of the basin ostensibly directs runoff into the Coors Brewing Company property. An outfall location could not be found. It is assumed that this pipe is buried/plugged and not functioning. Improvements proposed in Fairmount Outfall Systems Planning Study and preliminary Design Report, prepared by Moser & Associates Engineering, April 2004 will pass through this basin directly to Clear Creek. The approximate alignment and associated major stone flow rates conveyed by these improvements is shown on the Drainage plan. The construction schedule for these improvements is not known. It is anticipated that connectivity from eastbound I-70 to west bound 58th and from eastbound 58`h to westbound I-70 will be constructed in the future by CDOT. Due to the proximity of Clear creek, it is anticipated that drainage from this construction and any associated water quality enhancement will be accommodated in the right-of-way. Details of the construction are not known and associated drainage improvements will be defined by site specific drainage studies by CDOT. Northern Basins N2 and N3 are properties owned by the Coors Brewing Company. Runoff from N2 will be routed east and into N3. Historically, these properties drained directly to Clear Creek. Due to past mining activities the basins do not currently have defined outfalls to Clear Creek. However, pumping of accumulated runoff is performed intermittently in accordance with existing mining discharge permits. It is anticipated that the basins will be developed for commercial use and the runoff patterns will generally be restored to historic conditions. Like the southern basins, anticipated future imperviousness has been assumed, and required water quality pond volumes are shown on the drainage plan. Development within Basins N2 and N3 must also take into consideration the disposition of the Slough Ditch. Runoff from these basins from both major and minor storm events, including temporary or permanent water quality ponds, should not be discharged into the ditch, but into Clear Creek. Consistent with current drainage policy, attenuation of the major storm is not proposed due to the basin's proximity to Clear Creek. Coors/Cabela's Development May 2, 2005 Master Drainage Study 7 Basin N4 includes primarily roadway drainage from the proposed Cabela Drive connection to McIntyre. Basin N4 has been included in the water quality volume for Basin N3. F. Open Channel Flow The "interceptor" channel proposed along the south and west sides of the development area will intercept minor and major storm event runoff from off-site Applewood Watershed basins. The channel is sized conservatively to convey major flows based on aforementioned rational calculations. The proposed channel is grass lined and has a slope of 0.4 % from the upstream end of the channel to Design Point 2. The channel slope is 1.18 % from Design Point 2 to Design Point 1, 0.4 % from Design Point 1 to the Denver Water Transmission lines. The channel flows in the suberitical regime and the velocity of the flatter (0.4% slope) channel is approximately 5.5 fps. These flatter sections are well within the stable operating conditions of the UDFCD Criteria. For the reach with a slope of 1.18% the velocity is estimated to be 6.3 fps, and an erosion control fabric or riprap is suggested to mitigate scour. G. Storm Sewer Minimum storm sewer pipe sizes are shown on the drainage plan, where conveyance of the major storm through down stream basins is required. Suggested piping has been sized using a Manning's' "n" value of 0.013. The pipes were sized based on developed major storm runoff and full flow capacity of a pipe at 0.5% slope. If the proposed Coors reservoir (located in Basin S1) were used to attenuate flows from Basins S2 and S5, storm piping could be sized to convey computed release rates from the S 1 basin. Construction plans for any proposed storm sewer design must be accompanied by full hydraulic analysis of the sewer system. The 100-year hydraulic grade-line of all storm sewer design should be below grade. It is anticipated that peak flows from the development area do not coincide with peak flows in Clear Creek. IV. CONCLUSIONS A. Impact of Improvement As a result of many years of mining activity and the construction of the Denver Water Transmission lines, the study area no longer exhibits historic drainage characteristics. Significant erosion has/is occurring around the perimeter of the mining areas; areas of uncontrolled water pending could facilitate mosquito breeding; and runoff that previously discharged to Clear Creek is retained for undetermined amounts of time. The proposed development will provide conveyance of the major and minor storm from on-site and offsite basins to Clear Creek based on current design standards. The proposed interceptor channel will eliminate the need for much of the storm sewer piping proposed to accommodate runoff from the 2-year storm event as proposed in the 2003 OSP. Water quality enhancement commensurate with all development on the site is proposed. The proposed development is not located in and will not affect the effective 100-year flood plain. B. Compliance with Applicable Criteria As discussed, attenuation of the developed watershed is not proposed using detention ponds. Streets are not proposed as conveyance elements for the major storm runoff so Coors/Cabela's Development May 2, 2005 Master Drainage Study 8 street flow depths and velocities will not be excessive. Channel flow depths, velocities, and flow regimes are in compliance with UDFCD design guidelines. C. Wheat Ridge Zoning Ordinances The proposed development is in compliance with City of Wheat Ridge proposed Zoning Ordinances. Coors/Cabela's Development May 2, 2005 Master Drainage Study 9 V. Applewood Watershed Outfall Systems Planning Study Preliminary Design Report, prepared by Kiowa Engineering Corporation, November 2003 (OSP). Applewood Watershed Outfall Systems Planning Study Alternative Development and Evaluation Report, prepared by Kiowa Engineering Corporation, October 2001 (OSP). Fairmount Outfall Systems Planning Study and preliminary Design Report, prepared by Moser & Associates Engineering, April 2004 1980 Soil Survey of Golden Area, Colorado, by the USDA Soil Conservation Service Urban Storm Drainage Criteria Manuals, Volumes 1-3, by the Urban Drainage Flood Control District (2001) Coors/Cabela's Development May 2, 2005 Master Drainage Study 10 VI. APPENDIX SOILS Soils Type Determination ...............................................................Al FLOOD HAZARD DELINEATION Flood Insurance Rate Map (firmette) ..................................................A2 HYDROLOGIC CALCULATIONS Time Intensity Frequency curves - Jefferson County Zone I ......................A3 Developed Runoff Coefficients .........................................................A4 Time of Concentration / Rainfall Intensities ..........................................AS 5-Year Proposed Runoff .................................................................A6 100-Year Proposed Runoff ..............................................................A7 SELECTED INFORMATION FROM 2001 OSP Offsite Basin assumed routing (2001 OSP Figure 2-4) ..............................A8 Peak Flows at key locations (2001 OSP pg. 2-11) ....................................A9 SWMM routing diagram w/ flows (2001 OSP figure 2-7) .........................A10 Future Conditions 5-Year SWMM Model (2001 OSP pg. A-63) .................Al All Future Conditions 100-year SWMM Model (2001 OSP pg. A48) ...............A12 CONVEYANCE ELEMENT CALCULATIONS Trapezoidal channel Curves for varying bottom width (Flowmaster)........... A13 Trapezoidal channel flow depth for 4-ft bottom (Flowmaster) ...................A14 Trapezoidal channel flow depth for 8-ft bottom (Flowmaster) ...................A15 Rating table for circular channels (Flowmaster) ....................................A16 WATER QUALITY CAPTURE VOLUME WQCV calculations ....................................................................A17 WQCV calculations ....................................................................A18 STUDY AREA MAP - FOLD-OUT ROUTING DIAGRAM - FOLD-OUT COMPARISON OF U.S.G.S. QUADRANGLES - FOLD-OUT DRAINAGE PLAN - MAP POCKET Coors/Cabela's Development May 2, 2005 Master Drainage Study 11 SOILS Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 f M!tEb 3 I.M. . From: Soil Survey of Golden Area, Colorado USDA Soil Conservation Service 1980 WHEAT RIDGE ANNEXATION AREA TRIBUTARY BASINS TO THE SOUTH SOIL TYPE NRCS CLASS SOIL TYPE NRCS CLASS 111 B 166 C 151 C 34 C 165 C 35 C I 5011..5 - EXHIBIT I ,e. MARTIN / M A RTI N ECIN9Il LTING ENC3INEERS Al SHEET NO. 3 - GOLDEN QUADRANGLE FLOOD HAZARD DELINEATION Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 0 N U N O K N W 2 O N q www ~ ~ 6 > 5 ~ :13 W F- ~ ~ a se z ~ Q a u e o=e a o ~ o a ^ o s 0 J P wo 0 0 a ~ ~ 555 ~s8 LL u V a _ 's {5 6W W V S O B mrn QN v B4 ~o ° 4 ~EF =V W~ G 3 5 ~o LL W' 3 jBg LL W 3 ~ 3s P EE ~ W yP.F a 8 4E z°198 u' O + I\ O N v 961E4.LV7HM iO-A.LI _ ~ A1Nf100 NOSN3id3f Y 5938 y I ~ 02j ''f 2~ f' < K I ~n ~L'sCf2' ~r W ry _ I r` W ~tt i'S TrG i { J _ N PLRIflE 6 w I ~4 " ff ay ~n P F~ N U a[M}}'i^ 13 ON 1 2¢2G ltln 5850 O 6 I 2 I ay NF llln0]x 8 J yll Q N 66 ry ~ ~ N m a OtlOtl NIIVtl 2 m 5460 + G 3~+ I 2F x { I s^q5 x O ~a 2 54)0 N I N x C 5 s. w` W 3 U N 54DS OIl [64013Ntld SNIO! A2 HYDROLOGIC CALCULATIONS Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 JEFFERSON COUNTY STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA FIGURE 502A TIME - INTENSITY - FREQUENCY CURVES 10.0 9.0 8.0 7.0 0 t 6.0 N m L U C H 5.0 } F- w 4.0 H z J J 3.C U. z a t[ 2.C 1.C 0 1, 100-YEAR 50-YEAR 10-YEAR 5-YEAR 2-YEAR 0 10 20 30 40 50 60 STORM DURATION OR TIME OF CONCENTRATION, t. (minutes) DATE: JULY 1985 REFERENCE: A3 REV: COORS/CABELA'S DEVELOPMENT 4/25/2005 Developed Runoff Coeffients Determination (USDCM VOL. 1) Percent Impervious /100 Soil Types Vary Roofs: 0.90 Pavement: 1.00 Gravel 0.40 Grass: 0.00 uno Coeff. 5 uno Coeff. 10 Runoff Coeff. Basm Tot. Area Roofs Pavement Gravel Grass % Imn, vr.• yr. • 100 vr.' 0511 30.9 From 2003 05F 50.00 0.40 0.46 O.GO 0512 26.8 From 2003 05F 26.80 0.29 0.37 0.56 0515 43.4 From 2003 05P 45.00 0.37 0.44 0.59 051 6 26.4 From 2003 05P 50.00 0.40 0.4G 0.60 051 32.0 Residential 5mgle Family 45.00 0.37 0.44 0.59 052 24.6 Residential Single family 45.00 0.37 0.44 0.59 053 2.3 Paved Street 100.00 0.90 0.92 0.9G 054 J 10.5 Existmg Commerecial Area 95.00 0.82 0.84 0.89 055 E 1.2 Railroad embankment 0.00 0.15 0.25 0.50 Total 05 198.1 51 25.6 Coors water storage facility 0.00 O.OG 0.15 0.35 52 22.8 Commercial Area 95.00 0.81 0.83 0.88 53 2.5 Commercial Area 95.00 0.81 0.83 0.88 54 49.7 Commercial Area 95.00 0.81 0.83 0.88 55 10.5 Commercial Area 95.00 0.81 0.83 0.88 56 12.7 Paved Street w/ landscapmg 85.00 O.GG 0.69 0.75 57 6.5 Storm Drainage Easement 0.00 0.06 0.15 0.35 58 5.G Paved Street w/ landscaping 85.00 O.GG 0.69 0.75 51 O 4.5 Minimal Development (creek runs through it) 10.00 0.14 0.22 0.40 Totals 140.7 N 1 19.2 Highway 58 85.00 0.68 0.71. 0.79 N2 5.4 Commercial Area 95.00 0.82 0.84 0.89 N3 26.8 Commercial Area 95.00 0.82 0.84 0.89 N4 2.4 Access Road 100.00 0.90 0.92 0.9G Total N 63.8 j I Basic equation for NRCS Soil Type B: CB =(CCD +CAY2 Basic equation for NRCS Soil Types C & D: *CcD =KcD + (0.858*i3 - 0.786 j2 + 0.774*i+ 0.04) Basic equation for NRCS Soil Type A: CA =KA + (1.31*i3 - 1.44*i2 + 1.135*i - 0.12) in which use values for CA > 0 in which: i = !a1100, imperviousness ratio /a = watershed imperviousness in percent CA = Runoff Coefficient for NRCS Soil Type A KA = Correction factor for CA when the storm return period is greater than 2-years CcD = Runoff Coefficient for NRCS Soil Types C and D K CD = Correction factor for CcD when the storm return period is greater than 2-years Values of Correction Factors X co s KA NRCS St.. Return Period Soil Types 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr C&D 0.00 [-0.10'1+0.11 [-0.18'i+0,21] [-0.28'i+0.33) [-0.33'1+0.40] [-0.39'i+0.46j A 0.00 [-0.08'i+0.09 [-0.14'i+0.171 [-0.19'i+0.24] [-0.22-i+0.28] [-0.25'i+0.32] A4 F O 2 E Z m J E J O N H Q Z W m _ ~ O w N WT) H N N w g K Z Q L U co K -0 Up O °o~ OU r U d U Z p Q J W N w O > m O N N N N m M ro N m N N N n n n V m 0 0 m ° n N O O (O - m N O M N n O n m N (O V n Q O N N ro tG N N r L6 M m IU n t0 n 1~ O N tD ro tG 1~ N } F C K O Z p Y (O N M M N m N m O O D m N M ' W O Z W j Ul ° f0 N O N C 1(] N n O n (O 1( U l [O h V: V O I, c W ' C t N Z_ W= V - M M M M M M V M m m M O M O V M M si V d C m O Y N O N n N m V N W w O 0 N [O ^ n m N M tp N M O N W n n m m N O m V C m n N 1G W N (h N th M N CJ M th < V C> M M . f lh N lh th M M Cl V Q V O - m n Q N l0 ° m n 7 N O m n Z O - V Q 10 n o m m N Qj lD O O m m N N m o m W - N - - - - - - - - - - N Z _ m -o z m 10 N N n m m m N m tr) m M N h - l9 O 0 U 0 - L O m N v N n n - O O Q C m m n y V m Q y Um } UJ N n N of m m ~ 0 O U N N V O N m N m m m v L U - N - - - - - - - - - - N - - m - - - - - - U N F r Q Q 0 C 0 O 0 0 m O o 0 ° O O ° m 0 O ~n 0 o m 0 0 m 1-C9 p W I O N v l m m m n m m m _ _ o m o m m N m n m 10 m m m ` ° V v m o ~ m n O w J l _ - O o n u m n ~n ~ - ~o a U u O ro ~o o m _ m o o n - o - N o o n m v - v n n n - o m n Q N 6 O m o N Qj tD 0 0 N m N N m 0 m N M N O 0 N . 1p * n tp O V O N - gy m - l0 Q m - t I ~ I * I P O O m 0 OJ O F- z ~ m 0 19 m ~ v 7 m W 0 O W O m v V' ~ tD O n m m m W 1 l J w N c0 N O n n V O O m V V N V N O O n - N I~ m j t N N m m m m N N N O - V m N N v V" V N - - m 0 0 0 0 0 0 0 m 0 0 o O - o U m n 0 k 0 0 0 v 0 o 0 o 0 ro g 0 o P o N o N ~ N m N m m m m - o - - 0 0 7 N - N 0 7 N ~D N m 0 0 0 0 0 0 ° o m o ° o o ° O O ° m o o z W m m a o o N U o o N n N m m m o W m m m N p 10 N N m m n - N - - - - J - _ m _ - m m m o ° m o ~u O n - V N m N m n o io m o _ N m m m c` _ m m m O - - ° - n n v M U N - O r 1010 6 6 = 4 6 6 6 10 6 6 6 m n m Q v n m N W t d O O o O m o o O 0 0 0 0 0 0 ° 0 0 0 0 0 0 > O O m m - m 0 N o m m o o o o o m m o N O N O C6 N - N - Hi N N N N O O O m 0 0 0 0 N O O N O m 0 O O n m m m I n d u N m m o O U Q m o , v m N O m _ 4 0 0 0 0 0 0 0 0 , N o 0 0 o o o p - 0 0 0 0 S m 10 V 1 o m m _ l9 o, m n 10 n m u O v . K N tt N N 0 - N N O O nt lD m V N N N 4 V N z m Q m O m n O n n O N m - - - - U U l W N N O m a U V N CO p m m m 10 - C, o 10 m m W O O D - 10 of m m° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 N Z - N m l9 - N m Q m - N m V m u n m - N m V' D o 0 0 0 0 0 0 0 0 k 0 N N N m m n m m m z z z z C AS d C N L 7 0 U C O d 7 w m 7 1 C O m CL s a L s d t 0 b U N O C d L.. C o ~ E N 'O C d C C ~ N C C c o N L N C I I E n n L 3 c fw O a` m M v n d c m c ti II U m m m N C d ~ d O N ~ m U ~ C Qpp T J > d c 3 U ai V 3 c O s E E 2 U O N O N_ m Lo N O p cz a 0 z a m O N n v F C H Z W ~ p O w N 0 p K N U < p Qm N LL cz.1 K w j O p p U ~ w N U Y ~ N p w C7= ~ ~ K 6 Z ~ O 0 u p ¢ N 0 K- p fir; O ~ m N - N ~ N p C V l9 O - N E N 0 - - + - O N - V : + i n p p O V. Op p v M N p p p (C)p E V + p p m +M V O 0 0 Op Lo p' u V O Np m E o N 0 to + N E N p O M V N p + E a 0 N p p p N= p Y i ~ N W + N O N- ° z Q . N . lD O- N p 47 N 0) + N N + N ti E E O N p N C) + c N + Y O + Q N p s . N ` N . N p p N y p N N o N N ° ~ 0 p Q N N o 4 O M p O_ o O 0 a p o + d N R +.M m o N O + s p N - ~ O N n O N N N A N 3 p p N 0U ) Q + + > 03 z 0 0 O O o z + N ~p M m N + + + - + N U N + + M M lD lD N N N O O 00 0 O z O O O O (ulW) Q) N - V lD n n M M al N - - l0 - N Q) ~p O N Ni (Sdd) ~ ~ ~ )111001DA v m n n v ~ mi > (ld) 0 0 OM ° ° p p U O O M O N.LDN3I - N N N - N N - 9ZIS 3dld (o/n) 3dOIS (S=ID) MOId d N9IS30 (SdO) ro l9 N N m v N v N n ~ N l0 - N m - n ry v ro N M _ N V N O m N O ^ N N V n v N M Q) - 241/NI ~ v m N m O m n - N n v - I N N - N M N M N - M N N M M O V-- (7d) N Q1 V N O O N N d1 r O (v. o) wns N O Q M N M D N M N M C) 0) 1 (utW) m 0 Q1 M m ~ ~ ~ ~ v ~ ~ O tq ~ ~l ~ N m m N O n 61 l0 61 cM M - ~ - N F ($dO) O ID O V' ~ ~ $ ~ m ~ t" N ~ N V V ~ l9 V N O ~ 41 - M V V n n n 0 n n n N M - O N u M N m N M M M N N N - M m - V V Q) 2N/NI M N N V O O N n n N N u Q) N N M M - V V 01 t(1 O n M N Q) O W - N Q1 - Q1 O Q n M - M M V' n lD I M IN M M N M M M V V M M M M M N M M M co (fi V bv) N M U O lD l9 O n M n - V N N O - n V 61 Q) N q Lq e M V.O . n - C Q 0 - 10 N 0 6 m Q m O ~o M U3 O M N N N p u_ o MIN rq o n 10 m m ~ ~n U v o O V ~ o m M q O 10 m - o 0 0 v - v V n v - o m 71 U N V V Q1 N O N E M ID O u 0 O N M N N M O Qj 'iiap9 ~ N m ~ m m o ro " ' o u o U ~ ro q m °C o i - w ro m ~o iiow`d 0 0 0 0 O O 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 (7b) O O 1 O O p 8 O D O N U N t9 O Q) O n o O n n ° _ O O 'O m 0 V V l Ql N V q ¢aJ`~/ O u C6 N N N O - N 0 O N U N V N N N N V m N N autod V u n - N M V 3 1 X ID n N O 1 N O N V N - M iu n O m IIFJISaQ - - - - - - - - - - - - N - ! N N N N N O z z Z O O 0 0 0 z I O O ad,LpoS s U p3 3 °3 S O e m m m m m m m m m v 3 u 3 A6 O N E U N O 0 N_ m N 2 0 K z N Z W ° ~ w N O Ow ~ ° w ~ N 4 D Y U O Z - w 0 p o O w u u Y ~ N p w a ~ O z O p Q N N Z > Z O OF m N N ~ N O 0 O E Q N N0 N w - N V + O n - - + C w ) u o o - o + + m u ° N w O V' u y m E O N n w C) E 0 m o ° t O + m C, O + wp d ° N"+ + W ° NN ° N m Y + N ~ W N u N N ° N ° N°+ - N+ 'O Vl l D O w U i_ N 1 + L N N + N N + l O D w ° p1 N N N N° N° V N N N > a> + y N N + E V N N O 0 p 0 O O ` + d M Q y a O - N + i m ° t9 N ° 0 m N d N N K N N N N O N c ° + W V Z N 0 N 0 0 + N + + + O O z N 19 N m + z N N + 9 + + N N 0 N N N N 1 0 + 0 N N O O O O O z (VIW) M N h m ~ n ~ N ~ N ~ 71 m N - ° Lq - N N N O N (sdj) N N n n .r O 0 N ttl F ulOOl3n V M m m o ° 0 ° ° ° O 0 1d> (-L=I) 0 0 ° 0 0 O ° Fl 0 N N m N - F 3ZIS ddld NO 3dOIG w (Sd7) MOli NDIGM (6d0) 0 ' V = in ° J - W v - m N N m " ' - a - 21N/NI m o° M N n v N v O n m - - n I m N N N m m - m M N m m m 7 m W - - - - - - - - - - - - - - m W O n m N N I L (~V) O d1 n n N a oMnG (V m M 0 m DJ dl m m Z . m N N N ° - m m 8 O m a (UIN m o ai m N ai n ai ~ iu m m _ _ O o1 N m tt i rv - m O O N ~ ~ O N N m n 'Q V M O M N lp m N N ?~41/NI O in N N mM mN N v N N N Lq m - O n m l9 inm m io N N in v - O m n m - m - n m V O 0 N I m m mm m m v m m N M v m v c m m v ~ ~ v N ~ _ N v ° - n v m m N ~ (7V) ~ mO O n - M N aJ N O 1 0 n Ol W N b,.D p ~ o~N M O N ~O O m CJ 13 O m 0 ~ ~ N N w W U O n O m N N V tU tD Q - lD V l9 n O n V' v u o m 0 m - . O NSW) m 0 0 m m - U N o O v - n ~1 N V 7 c° n O N E N tD m u0 O N N N N M O ut w N - - V '1)207 lD n Q lV - V - V - N - Q - Ifl - - Ul - m - - m m m 01 N 01 N t y y JJoun~ 0 0 0 0 00 O O 0 0 0 0 0 00 0 O O 0 0 0 0 p 0 0 00 O O 0 0 u N 0 0 0 0 O n 0 0 - 0 N 0 O V W 0 ad) N M V C O 9 m m - D N N n N N m 1 1 easy N N N ° - N - ° 0 N 'i m N N N N V M N N N Q Y awod o in Nm x u n Q 0 m 0 N Q N _ m pa n O IT ED u6isad - - - - W r - N _ m 0 _ - N m v N _ g NIGVQ-g1 $ N N NN NO 0 0 0 0 N N NN N N N N N Z Z Z z a ad61Ilo g looloc l 3 e ° m m m m m m m m ° ° U o y O O s m E N O O m Qn N K 0 0 z z H N Z O w N w O w d > ~ K U N N¢0 z U UuJ~ O p O N~ U V d Y ~ N p w p z t j ~ O O p ¢ N N z > z OI' min N ~ N O ~ P l 9 O - N E N y + S N- p + y n p p a N P P 0 O + d 0 V m N m N d O p O u w O s u + u p f3 + s O c P N d 0 v u N O ° + m 0 O p 2 + 0 E . ` 13 13 V y O 0 13 13 O L i N W N N N O E N w + O Z ¢ N iD +O n. O N + v + N N N O p + - U d y ~N N p N $ t P N lD Ul 3 O p V - N +4 N O + o 4 m 0 N O w O O p ' O N + d N ? N m + d E N O + - + S o p N -.J „ i m 0 n N.E n - N N N y N 0- a N O N O N ~O + 0 0 O.". O z° + +N + i m + + + - + L N m + n y + m Z N l9 19N i0 N O ~N 0 N _ O O O O p + 0 O N O N z (U,W) m N - P l9 n n M m N 61 .Jy Uj - - ~p - N W l9 O N (Sdd) u M n n ° a o o m l,Ll~Ol3~ P M m ai P _ _ M J Cu) 00 00 Om m O 0 0 O 0 HIDN31 P - N _ m O - N N 0 N N - u F N 3ZIs n e `O 3dld a n m m m N M N N N N M N N 3dO15 O 1 0 0 0 O o O o 0 (5d0) mold n - m O O n v a w N91S30 I _ n m n _ _ n m P M M (Sd0) N m P M a N M P q N m N N N n m P N P O M in u u M m m N p N M l9 m m m m a m `dWNI N a tD Ol N P a N M N O P M N a m M N 1 M , N H M m M N N tp N IL (7tl) - ' O l0 M lD 61 a M O O M ~ O N w ~ I O m N M N P N ' V O _ m P O (b a P - m m o m - - 07 M in N m - - m O P - O P . co WNS a n a m m o m r N'W) m o ro N m t o P p >y m m 0 in u J 0 - m m F - N m m P N N P N O N M N N O m N m ° N O m N lD M m P 19 N (Sdp) in m M 10. ro n m m m o~ ? m n M N N P N p o 0 N 9 0 - ^ ^ v O ° m N n d v - O a n _ n v - N m - N _ - N O O - N _ m H bH/Nl N O N lD N N M m IO N m N tO IO n n - n P m 0 0 n - N O P tD - N N O ~O N n - O f~ N m 1 I lD P - n N m u u m N n N M N m n m N n P m u tD l9 n N (OV) l9 O 1m0 07 m O m N ~ 0 N m N N O n N mm N tl.7 W N N N W P N N N O m m O C Q I V N I N N P m - m 1 m N N 0 MW) m o 0 0 in M U m o 0 0 p P V n v V O m r I z >y t9 a P W n O m m Q 6 N O O N N N N m O Uj N V ~ao0 O t9 N O N N V U) O N ~O N m N m m N O 0) M N lU m u m m m m O m m m Q Q n m n P n m m 1 })ounb o 0 0 o O O a o 6 o o 0 0 0 0 O 0 0 0 0 0 0 O O pp O O O O O N O O O O n m O N O P O W (OV) m W a P O l9 m Uf N I q u ZaJv O N O in N N Q O _ 6 N a m in O N N N P N m N N N O auiod P lU N in - N m P - x i9 n ~0 N m o - N P m - M lD n O m u6isap - - - - - N m v P O NIStl9-9f15 N N N N O O 0 0 0 N N N U I N N N N Z z Z Z j O O O O 11 adRl 111 ~ . P m m in m m m m m m 3 u Y O c 0 n U `m `c `o m N Y U U O O 0 3 d s N m O O O N 0 fA O a d A7 SELECTED INFORMATION FROM 2001 OSP Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 ' ~ f tit~.r- ; t- (App 0. O] 11 / i f ~ lx r WEST3 DA N a c~ 12 etc 1 n~I rl ' 4 'd )Ile;-C- L la O '1~ _ C , 61! .x 2 _ . l ROCKY MOU O o LEE STEWART &ES r C2 Y Sd!v i1 LEGEND y . ` JY d~ w e vs T J } WATERSHED BOUNDARY e 'p a /l j - - - - SUBWATEP,SHED BOUNDARY NI • IIJ 1`• 1-L a O SUBWATERSHED NUMBER 'qC o T WEST 26TH IAG NUE~C c rl G C IR ^ FLOODPLAIN 0 p c - c CULVERT N V4 BOO c%aGj~(c , " c• S/° TO EAST 1( 90❑ / .1, 6+ !y J c^y~ cccc~ h 3 , .mac - O 'AO TWO IIXM WEST 20TH AVENUE 2001 OSP a SCALE: I"= 1000' Pq 2-7 i 'ERSON COUNTY APPLEWOOD OUTFALL SYSTEMS PLAN AND FLOOD CONTROL DISTRICT SUBWATERSHED DELINEATION FIGURE 2-4 A8 Table 2-4 Applewood Outfall Systems Plan Peak Flow Rates for Key Locations 4 in Location DP* Existing I Berry Road and Kendrick 120 8 Kendrick and West 32nd Av. 110 11 Indiana and West 32nd Av. 111. 15 Eldridge and West 32nd Av. 112 35 Creighton Drive and Eldridge 127 14 30th Avenue and Eldidge 122 18 Braun Ct. and West . 32nd Av. 114 7 Crabapple Road and West 32nd Av. 215 11 Alkire and West 26th 8 11 19 36 15 19, 8 11 Av. 125. 14 14 Alkire and West 32nd Av. 116 5 5 Coors Drive and 20th Av. 136 6 6 17-atersheAdpOutfall, Nor th of plewod~1 22 26 Golf Course j 02 *DP=Design Poin °'la 1 flows in cubi Table 2-5 2 Year 5 year ;ting Future Existing Future 34 50 67 154 53 80 31 34 59 59 50 83 163 57 86 33 81 81 109 253 79 125 48 48 48 Bl 60 60 21 22 27 27 102 118 per second (cfs) 99 36 40 237 274 637 ` Street Flow Capacities Future Street Conditions Flows (cfs) Capacity Street Drainage (cfs) 2-Year 5-Year 10-Year Kendrick Two lane with median, full 60 50 81 107 curb and gutter Indiana Roadside ditches 26 83 .137 179 Eldridge Roadside ditches 42 163 266 334 Crabapple Two lane with median, 30 48 81 106 roadside ditches Alkire Mostly roadside ditches 36 22 37 48 Bold Indicates flow in excess of street capacity October 2001 Applewood Outfall Systems Planning Report 2-11 10 Year 50 year 100 Year xisting Future Existing Future Existing Futui 80 80 132 132 172 172 107 107 181 181 234 234 137 142 179 231 293 288 366 266 320 334 502 527 610 640 87 98 109 166 188 197 222 136 161 174 242 260 295 324 52 63 67 108 115 131 139 81 106 106 166 166 192 192 99 130 130 210 210 265 265 37 47 48 76 79 95 99 40 50 50 82 82 95 95 A9 LEGEND ROCKY MOUNTAIN DITCH AT CRABAPPLE ROAD '7 DIVERSION W. 32ND AV.& ELDRIDGE ST. J 209 2 3 10 (v 0/7- 32 1 223 1 224 l' 37/99 1 12 it 4 ROCKY MOUNTAIN DITCH AT ALKIRE ST. COUNTY -'0D CONTROL DISTRICT 5 _ COORS WATER O1 STORAGE PONDS /37'q y/l2 NORTHEAST CORNER APPLEWOOD GOLF COURSE 02 z 03/7Z5 201 W. 32ND AV. AT ALKIRE ST. lO SUB-CATCHMENTS 1-99. 00 DESIGN POINT 100-199 200 CHANNEL 200-299 S-Y12 ICL-0 E shoo-Yr2 F-oL-j October 2001 APPLEWOOD OUTFALL SYSTEMS PLAN SWMM ROUTING DIAGRAM FIGURE = I A10 Applewood Future Conditions - 5 Yr SWMM Model - Oct. 2001 OSP CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC-FT) (HR/MIN) 131 43. (DIRECT FLOW) 0 30. 221 38. .2 - 0 35. 140 3. (DIRECT FLOW) 0 25. 139 24. (DIRECT FLOW) 0 30. 132 40. (DIRECT FLOW) 0 30. 128 57. (DIRECT FLOW) 0 25. 119 24. (DIRECT FLOW) 0 30. 212 40. .1 0 35. 135 36. (DIRECT FLOW) 0 25. 211 44. 1.1 0 30. 130 59. (DIRECT FLOW) 0 25. 214 22. .2 0 35. 138 17. (DIRECT FLOW) 0 30. 120 59. (DIRECT FLOW) 0 30. 124 50. (DIRECT FLOW) 0 30. 123 41. - (DIRECT FLOW) 0 25. 127 87. (DIRECT FLOW) 0 25. 116 37. (DIRECT FLOW) 0 30. 207 55. .2 0 35. 133 39. (DIRECT FLOW) 0 25. 141 89. (DIRECT FLOW) 0 25. 210 84. .4 0 30. 134 53. (DIRECT FLOW) 0 30. 203 30. .4 0 40. 118 32. (DIRECT FLOW) 0 30. 121 75. (DIRECT FLOW) 0 30. 110 81. (DIRECT FLOW) 0 30. 215 81. .3 0 30. 122 136. (DIRECT FLOW) 0 30. 114 52. (DIRECT FLOW) 0 40. 224 68 .2 0 35. 206 69. .4 0 35. 218 74. .5 0 35. 209 133. .5 0 30. 129 35. (DIRECT FLOW) 0 30. 113 32. (DIRECT FLOW) 0 30. 202 49. .6 0 40. 111 137. (DIRECT FLOW) 0 35. 112 266. (DIRECT FLOW) 0 30. 105 49. (DIRECT FLOW) 0 40. 136 40. (DIRECT FLOW) 0 30. 223 60. .1 1 15. 222 103. .2 0 55. 201 46.. .6 0 50. 106 16. (DIRECT FLOW) 0 25. 213 25. .2 0 35. 104 5. (DIRECT FLOW) 0 25. 103 4. (DIRECT FLOW) 0 25. 102 203. (DIRECT FLOW) 1 0. 101 29. (DIRECT FLOW) 0 30. 142 0. (DIRECT FLOW) 0 0.- 125 99. (DIRECT FLOW) 0 30. 107 68. (DIRECT FLOW) 0 30. All Applewood Future Conditions 100 Yr SWMM Model - Oct. 2001 OSP CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CPS) (FT) (AC-FT) (HR/MIN) 131 105. (DIRECT FLOW) 0 35. 221 105. .3 0 35. 140 13. (DIRECT FLOW) 1 5. 139 62. (DIRECT FLOW) 0 35. 132 114. (DIRECT FLOW) 0 35. 126 144. (DIRECT FLOW) 0 30. 119 62. (DIRECT FLOW) 0 35. 212 112. .3 0 35. 135 68. (DIRECT FLOW) 0 30. 211 119. 2.0 0 35. 130 140. (DIRECT FLOW) 0 30. 214 60 3 0 35. 136 39. (DIRECT FLOW) 0 35. 120 172. (DIRECT FLOW) 0 35. 124 120. (DIRECT FLOW) 0 30. 123 96. (DIRECT FLOW) 0 30. 127 222. (DIRECT FLOW) 0 30. 116 99. (DIRECT FLOW) 0 35. 207 169. .4 0 35. 133 89. (DIRECT FLOW) 0 30. 141 217. (DIRECT FLOW) 0 30. 210 203. .6 0 35. 134 124. (DIRECT FLOW) 0 30. 203 77. .6 0 45. 118 78. (DIRECT FLOW) 0 35. 121 192. (DIRECT FLOW) 0 35. 110 234. (DIRECT FLOW). 0 35. 215 192. .5 0 35. 122 324. (DIRECT FLOW) 0 35. 114 139. (DIRECT FLOW) 0 35. 224 191.. .5 0 35. 206 200. .7 0 45. 218 182. .8 0 40. 209 312. .7 0 35. 129 81. (DIRECT FLOW) 0 35. 113 78. (DIRECT FLOW) 0 35. 202 132. .9 0 45. 111 366. (DIRECT FLOW) 0 40. 112 640. (DIRECT FLOW) 0 35. 105 132. (DIRECT FLOW) 0 45. 136 95. (DIRECT FLOW) 0 30. 223 232. •3 1 10. 222 378. •4 0 55. 201 126. .9 0 50. 106 36. (DIRECT FLOW) 0 30. 213 74. .3 0 40. 104 13. (DIRECT FLOW) 0 30. 103 12. (DIRECT FLOW) 0 30. 102 726. (DIRECT FLOW) 1 0. 101 69. (DIRECT FLOW) 0 30. 142 0. (DIRECT FLOW) 125 265. (DIRECT FLOW) 0 35. 107 179. (DIRECT FLOW) 0 35. A- 48 A12 CONVEYANCE ELEMENTS CALCULATIONS Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 INTERCEPTOR CHANNEL Plotted Curves for Trapezoidal Channel Project Description Worksheet Channel Options Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 0.004000 ft/ft. Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Attribute Minimum Maximum Increment Discharge (cfs) 100.00 600.00 50.00 Bottom Width (ft) 4.00 8.00 4.00 Worksheet: Channel Options Depth vs Discharge Varying Bottom Width 3 4.0 - - - 3.5 .c a$ ~v 3.0 2.5 TR~n)~r, toy[ # ~.,,(~1 b- ~a. NC/t2 LP'P10rs2. Wtte'~ I~tlrfofZ ~.o~.SS E.AADellMN I I G1~4nrJNt`L. 2.0 - 3' o -i - - 16 1.5 100.0 150.0 200.0 250.0 300.0 350.0 400.0 450.0 500.0 550.0 600.0 Discharge (cfs) Project Engineer: Martin/Martin Inc untitled.fm2 Martin & Martin FlowMaster v6.1 [6140] 04/12/05 03:08:25 PM © Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 A13 t 4.00 ft 8.00 ft ! NOTE 4 ' b - - INTERCEPTOR CHANNEL Worksheet for Trapezoidal Channel Project Description Worksheet Upper Interceptor Channel Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 0.004000 Wit Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 4.00 ft Discharge 400.00 cis Results Depth 3.92 It Flow Area 772 ft' - Wetted Perimeter 36.35 ft Top Width 35.38 ft Critical Depth 3.16 ft Critical Slope 0.011172 ft/ft Velocity 5.18 ft/s Velocity Head 0.42 ft Specific Energy 4.34 ft Froude Number 0.62 Flow Type Subcritical Project Engineer: Martin/Martin Inc. untitled.im2 Martin & Martin FlowMaster v6.1 [61401 04112/05 02:53:45 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 A14 INTERCEPTOR CHANNEL Worksheet for Trapezoidal Channel Project Description Worksheet Lower Interceptor Channel Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 0.004000 ft/ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 8.00 ft Discharge 510.00 cis Results Depth 3.93 ft Flow Area 93.2 ft' Wetted Perimeter 40.41 ft Top Width 39.44 ft Critical Depth 3.14 it Critical Slope 0.010830 ft/ft Velocity 5.47 ft/s Velocity Head 0.46 It Specific Energy 4.40 It Froude Number 0.63 Flow Type Subcritical L - Project Engineer: Martin/Martin Inc. untitled.fm2 Martin & Martin FlowMaster v5.1 [61401 04/12/05 03:00:36 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 I'. A15 Table Ratina Table for Circular Channel Project Description Worksheet Flow Element Method Solve For Input Data Circular Channel - 1 Circular Channel Manning's Formula Full Flow Capacity Mannings Coefficient 0.013 Slope 0.005000 tuft Attribute Minimum Maximum Increment Diameter (in) 18 96 6 Diameter (in) Discharge (cfs) Depth (ft) Velocity (ft/s) Flow Area (ft') Wetted Perimeter (ft) Top Width (ft) 18 7.43 1.50 4.20 1.8 4.71 0.00 24 16.00 2.00 5.09 3.1 6.28 0.00 30 29.00 2.50 5.91 4.9 7.85 0.00 36 47.16 3.00 6.67 7.1 9.42 0.00 42 71.14 3.50 7.39 9.6 11.00 0.00 48 101.57 4.00 8.08 12.6 12.57 0.00 54 139.04 4.50 8.74 15.9 14.14 0.00 60 184.15 5.00 9.38 19.6 15.71 0.00 65 237.44 5.50 9.99 23.8 17.28 0.00 72 299.45 6.00 10.59 28.3 18.85 0.00 78 370.70 6.50 11.17 33.2 20.42 0.00 84 451.70 7.00 11.74 38.5 21.99 0.00 90 542.94 7.50 12.29 44.2 23.56 0.00 96 644.90 8.00 12.83 50.3 25.13 0.00 Used for preliminary sizing of storm sewer 43!1 nis Project Engineer: Martin/Martin Inc. untitled.fm2 Martin & Martin FlowMaster v6.1 [61401 01/03/05 04:02:44 PM © Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 I A16 WATER QUALITY CAPTURE VOLUMES Coors/Cabela's Development May 2, 2005 Master Drainage Study 1 COORS/CABELA'S DEVELOPMENT WATER QUALITY VOLUMES PROPOSED CONDMONIc BASIN S2 TOTAL ACRES = 22.80 Developed Area Imperviousness([) = 95.0% Water Quality Volume Req. Storage (Fig. SO-2) = 0.45 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 1.020 acre-feet WQCV = 44,418 cubic feet a= 1 Storage = a (0.91 i3 - 1.19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness BASIN S3 TOTAL ACRES = 2.50 Developed Area Imperviousness (I) = 95.0% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.45 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 0.112 acre-feet WQCV = 4,870 cubic feet a= 1 Storage = a (0.91 i3 - 1.19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness BASINS S4 OS3 S6 S8 TOTAL ACRES = 70.30 Developed Area Imperviousness (I) = 92.6% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.42 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 2.981 acre-feet WQCV = 129,865 cubic feet a= 1 Storage = a (0.91 i3 - 1.19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness A17 COORS/CABELA'S DEVELOPMENT WATER QUALITY VOLUMES CONDITIONS PROPOSED BASIN S5 1 TOTAL ACRES = 10.80 Developed Area Imperviousness (1) = 95.0% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.45 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 0.483 acre-feet WQCV = 21,040 cubic feet a= 1 Storage= a (0.91 i3 - 1.19i2 + 0.781) where a = varies with desired drain time i = developed area imperviousness BASIN S10 TOTAL ACRES = 4.51 Developed Area Imperviousness ( 1) = 10.0% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.07 inches Required Drain Time WQCV = (Storage/12)' Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 0.030 acre-feet WQCV = 1,316 cubic feet a= 1 Storage = a (0.91 i3 - 1 .1912 + 0.78i) where a = varies with desired drain time i = developed area imperviousness BASINS OS5 N2 N3 N4 TOTAL ACRES = 45.76 Developed Area Imperviousness (I) = 92.9% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.43 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 1.953 acre-feet WQCV = 85,071 cubic feet a= 1 Storage = a (0.91 i3 - 1.19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness A18 51 h' wdro40 / MARTIN _e'vl W CONSULTING ENGINEERS 600 300 0 600 1200 SCALE I"= 600' 12499 WE61 0011Ax AVE. P.O. Sox 151500 LAKEWOOO, CO 80215 303.431 .61 00 FAX 303.431-402B J 543 pU6H' 20 AN I~U . I re M t 11 {0 ''l I ( i 291.-.~ q i..t lf': VS%. SL F Ffl r • . .1.20 ( dpit C41CJ Hills a Club' soa5 (,y> ' ( 1 r Kf wF Q .Vx W A +1 . l'Z4u6 57 y 1; "WW 1 1 La ~ eVBI. ~e Pik d )ICu1 ! ~ , .~•~h 38 T Iwgmd ~ ~ \ w .OSIR2 e PI Study Area 1944 (1939 Survey) Study Area 1954 Study Area 1994 Comparison of U.S. Geological Survey Quadrangles ~ Cumulative Flows Basin Runoff Summa _ ~F--- ~b a ~5,; ~ x r ~ a ~T-- ~ -T .T____._--~-._ T_v z Design Cumulative Routed Dev Peak Flows D ~ ~ r~ i $ ~ ~ sfi, s ~ ~ ~ x~A wx Point Sub- ~ R ~ ~ a a 3 ty q$ p~vt~ i ~ 9, E $ Contributing Basins Q5 Q100 Basin Design Point Area (acres) ~,~y r• ~ S ~ ~ ~ ~ ~ c~ 0 116 OS 12, OS 16 43 137 OS 11 114 30.90 114 OS 11, OS 15 80 232 OS 12 116 26.80 102 from OSP Study 157* 693 OS15 124 43.40 -Q 1 OS 16, OS 12, OS 15, OS 11, OS2, OS 1 131 395 OS 16 139 26.40 ~ ° 2 OS 16, OS 12, OS2 57 178 ~ _t,-_;~ v, `~,Q,~, ~ ; ~ i s ' ~ " y,.,. te'a` r~,.~,„, a~ ' ~ ;e f w J _ ~w..2..ww ' ~r. w, a n .y -t._s M uww,-~ wy 'wn v'+ S 3 _ F ~a ..,r +r ' y.•aM"N ~ 'obq~n ~ ~ ~~MW° n~m~~xym e t ~ v OS 1 1 32.00 z o 3 OS3 8 16 OS2 2 24.60 2 e ~ ; ~~~sµ~' i z3" I i Y ~ o ~ 4 OS4, S3 34 69 OS3 3 2.30 f q:.~~y~• au rm.,0 I ''+q y Y ~ 5 S2, S5 81 164 OS4 4 10.50 2 4 1 f 9 ~`y m ,r k a~ 6 S2 57 117 OS5 18 1.16 . # ~ ♦ / ~ a a w r~'! 7 S3 8 16 ~1 ~ 5 8 OS3, S6, S8, S4 155 319 S1 N/A 25.62 9 S5 33 68 g2 6 22.80 5 ma Table 1~ h ~ ~ ~ y ~ ~ ~ Developed Basin Peak Required Water Quality Capture Volume* ~ c " ~ 10 OS3, S8, S6 50 $5 S3 7 2.50 11 OS3, S2, S5, S6, S8, S4 227 466 S4 8 49.70 1 ~ s ~ Nw ' ~ ~ ~ .fi` e s p ~ ~.,~ry s~ i Flows 1 ?a ~ e A rF 5 { 4 ,r P fi j s OS16, OS12, OS15, OS11, OS1, OS2, S5 9 10.80 3 Q5 Q100 Contributing Basins Design Point Volume (ft3) 12 S7, (+Q5 flows from golf course) 273 510 S6 10 12.70 3 38.01 107.89 S2 6 44,418 i ~ ~ M ~R a ~ m ~ ~ .a~~ 21.21 76.94 S3 7 4,870 ~ ~ v~>, # ~ _ 13 OS4, S3, OS3, S2, S5, S6, S8, S4 244 503 S~ 12 6.50 14 OS3, S8 18 37 S8 14 5.60 1 _ ~ ~ 1 ~ 3~ ~ f 'ry , FF ~ ~ f~ ~F b 15 S10 2 12 S10 15 4.51 16 N1 46 100 y r_ I d t k t r ) k ,a s ,w'" ~ ~ _ - i j r .a'" ,F.F .aa i y r - ~~F,n m,~ . 9 17 OSS, N2 44 92 N1 16 19.20 4 18 OS5 1 5 N2 17 15.40 4 19 N4 10 2p N3 20 26.80 8 20 OSS, N2, N3, N4 115 23g N4 19 2.40 _ ~ ~ / ~ " s 'r .xa" 4 E ~ 7ry `eax €yIr ~ mP{a W S x a, _ r , ~ r _ ~ .,~.a ~ .y 6 r , , .1 ~ ~ a ~ ' / re+ e,_„ } 'i' a`:~ ~ e- ~i ~ f F F C S12 r ~f ~ ~ ~ ° ~ 4 ` 9 ~ ~ A dl f e P Y ;I i, ' ~ ~ ~.3 ' ~ f I k' F i' ° F 1 4 i a ~~1 I *The 2001 Applewood OSP future 5-Yr storm flow at DP 102 is 203 cfs. Of this 203, approx. 46 cfs is tributary from basins already in the interceptor t ~ ~ g e d swale. The remainin is 157 cfs. ~ E r, p 3 , % a p I, €ti« ~ t 1 s d~ ti r. ~ i ~ i ~ . t ~ t ~'4a ~ b ~ ~ ~ f ~ ~ f 3 f / ti D ~ Hfi 1 f { ~ ~ ~ ~ t' { I LEGEND 1' a a ~..r' ~ 'cg M..o.~4 , . rp,> M _ ~V~ ~y n r y e i 5 r~ ~ ...,.ter ~ 4 & . .M„a A~ p S d i q., - b ~ 5 n. d^' .4 ~.1. i .t M~ f BASIN BOUNDARY ur► ~'r, - i f,~ ` ~ t.~. ° SUB-BASIN BOUNDARY ~ ~ ~ ~ ~ r~ ~ EXISTING - ~ ~ ~ ` ~ rr~ ;RESIDENTIAL ~ i ~ l - A`~ ~ DIRECTION OF FLOW j ; DEVELOPMENT ~ ,~J j ; ~ - ~ 4 y ~S} ~ ~ 4 C ~ r m DESIGN POINT 1 ' f i P ~ ~ c _w , 1 o BASIN I' / o ~ B 114 t . i , j C5 i s 9~` c ~ x } 32.0 .37 ' 4 ~ i 1, 25 .93 ~ s ~ ~A # ~ k SSS k ~ 1" < r ,xo n. .a, rewws*x. 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L • • w t t ~a ~ VV~ ~ ' i SEC~'0 i+. i  ~ 3rd ADOlT/ON rAP-PLEM000 L9NE L07' 12 L 0 CAB A*S/CC3C3RS ROXBURY°v o C9RDEN,S REVISIONS DATE JOB NO. Lo SUBDIVISION N0 WRIGHT WATER ENGINEERS, INC. . BY DATE DESCRIPTION DESIGN JMN 3/23/05 751 0405003 ' I:f EAST 114 CORNER W 2491 A DMJ 3/4/05 ADD 6" DIP PIPELINE & LOWER 12° DIP PIPELINE (SHTS. C-1, P-1, D-1). DFTAIi t«t 1Pa~ Ins anncon►.in FILING NO. 1 SECTION 30 2490 VY. 26TH AVE. SUITE 100A 2 DMJ 3/23/05 PARCEL MAP, NOTE 15. (SHT. C-1), PLAN & SECTIONS (SHTS. P-1, X-1,2,31,4,5), DEN DENVER, CO 80211 GEOTEXfiLE FABRIC, DTL. 3 (SHT. D-1). (303 (303)480-1700 FAX(303)480-1020 f) . ~ ' J 9 7 ~ ` s ~ t ! . ~ , ~ i 1 - 1 t ~ ~ r / { A ,e1 r f 1, .l x J ' i 3.'. / rI i' / i f ~ I. 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I ~ ~ i E ~ 2 r i 7 t' 1 ~J i' _a..i t~ i r 1 i s , t 'I t , -i1 1 i t~ J Y . - I i 3 1 3 r`'- 1 ~i I I F~  iS } JOB NO. "W,ING COMPA NY 751--040,5003 WRIGHT WATER ENGINEERS, INC. r, 2490 W. 26TH AVE. SUITE 100A REVISIONS COMMENTS DENVER, CO 80211 NO. BY DATE DESCRIPTION - qc• A DMJ 3/4/05 ADD 6" DIP PIPELINE & LOWER 12" DIP PIPELINE (SHEETS C-1, P-1, D-1). (303)480-1700 FAX(303)480-1020 A-2- DMJ 3/23/05 PARCEL MAP, NOTE 15. (SHT. C-1), PLAN & SECTIONS (SHTS. P-1, X-11,293,4,5), GEOTEXTILE FABRIC, DTL. 3 (SHT. 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EXISTING AND PROPOSED GRADE BADE BASED L1Pt~~ ~'C~~'C}RAPHY PRC~WIDE ~ 0 BY MARTIN/MARTIN, INC. v 2. CORRUGATED POLYETHYLENE PIPE w !.~""1 P"' ! l► tl"'! ~ t t /'1T t t S' t J'11'`►1 t~'1 t l"'1 t !'11"°~ A T l h R ! t^ ~ - _ - AND ELEVATIONS ARE SHOWN ON N ~ i  to JOB NO. Lo NTS DATE COOR58REWlh DESIGN _ JMN 3/23/05 LAKE WRIGHT WATER ENGINEERS, INC. DETAIL KAL 3/23/05 2490 W. 26TH AVE. SUITE 100A DENVER, CO 80211 (303)480-1700 FAX(303)480-1020 i _a- .__.~....~.~wLW~..~~__~.~_-----__ . w.~.a..wpjw.r.w~ w+~a ~.w..~...p,u~~wnwwv.~.rro+w+.~w-. ..rn.~...~~.iw.».m~ wwa..~.. ~....n•.w•cw.....~w^;~'y'.+wrn. .w.w.ywuc~'m 4v.r+~M+y~~.un~...~n k ~~w~mw.W.+.w«wr-rN+..~n.t~~«,rgww~rrnnw.re~r+..+~w......~.p.i+. ...~nw,...rvpr».~+~.wr•r.. ~ ~ ~ ~ ~ ~ d ~ ~ ~ ~ ~ ~ f ~ ~ ~ ~ ? ~ ( f ~ s i f t pp S t € h ~ ~ ~ ~ i i 1 d ~ t k ! ~ ! 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SUITE 100A I DENVER, CO 80211 ~.u (303)480-1700 FAX(303)480-1020 ■ R s WELCOME TO THE COORS / CABELA'S PROPERTY SPECIAL USE PERMIT PUBLIC MEETING (April 13, 2005) Tonight's Public Meeting is designed to provide immediate neighbors with information about the proposed amendment to the Special Use Permit (SUP) that Coors filed, in conjunction with Cabela's, with the City of Wheat Ridge on April 12, 2005. The SUP, and this proposed amendment, are focused on site reclamation and grading efforts on the Cabela's/Coors/Salter property. While we understand many have questions about traffic and zoning issues related to the proposed Cabela's development, the focus of this meeting is exclusively on the proposed amendment to a Special Use Permit (SUP) that was approved by the City of Wheat Ridge on February 28, 2005. WHAT CAN I EXPECT TONIGHT? Details of the requested amendment. Specifically, the request has two simple components: First - to add an additional 50 acres to the original SUP work area. This land is directly north of Clear Creek and is needed to obtain material for site reclamation and grading efforts. Second - to remove the restriction the SUP has on grading activities within 30 feet of the west, north and east property lines. The current 30-foot restriction on the south property line, adjacent to neighboring residential areas, will remain in place. Removing this restriction for the west, north and east property lines is needed to place and compact fill and install the drainage ways and landscaping materials needed to complete grading and reclamation efforts. 2. An opportunity to ask questions of the team conducting the work and submit feedback on planned operations. WHAT'S THE BEST WAY TO PROVIDE INPUT DURING THE MEETING? Speak directly with project representatives: We encourage you to visit with members of the project team and ask questions directly to them any time after the introductory remarks. Drop off the Community Input Form before you leave: Use the form you received at the check-in table to submit your questions or comments before leaving tonight's meeting. Or, you can send us comments after the meeting: You can send your comments using the Comment Cards available at the Check-in table or mail your input form to: Coors/Cabela's Grading and Reclamation Team / 1125 17th Street, Suite 1800 / Denver, CO 80202. WHAT WILL HAPPEN TO THE INPUT I PROVIDE TONIGHT? The input received tonight is an important part of our efforts to make sure the grading operations are conducted in a manner that meets the needs of the community. We will make every effort to consider and respond to the comments and questions received at this meeting. HOW CAN I LEARN MORE ABOUT THE PROPOSED CABELA'S DEVELOPMENT? Visit The Cabela's Web site at www.CabWheatRidae.com or call their Community Information Line at (303) 376-8394: You can find out more information about the project at the Web site or leave a message at Community Information Line and a member of the team will return your call as soon as possible. COMMUNITY INPUT FORM FOR COORS SUP PUBLIC MEETING (April 13, 2005) The input received tonight is an important part of our efforts to make sure the proposed activities associated with this Special Use Permit (SUP) address the needs of the community. We will make every effort to consider the comments and questions received at this neighborhood meeting. 1. WHAT IS THE BEST WAY TO REACH YOU?: Name: Address: City, State, Zip: Email: Phone: II. HOW DID WE DO TONIGHT? Overall, the meeting provided valuable information that I found helpful in understanding the requested amendment to the special use permit. YES NO s I was able to speak directly with the project team members and felt they adequately addressed my questions, comments or concerns. YES NO v The structure of the neighborhood meeting was effective. YES NO Suggestions about ways to improve future public meetings and Open Houses: Please use the space on the back to provide your questions, comments or concerns. If completed, you may return this form to the Public Input table or hand it to any project team member. You can also mail your form to: Coors / Cabela's Grading and Reclamation Team 112517 1h Street, Suite 1800 Denver, CO 80202 News Release FOR IMMEDIATE RELEASE April 7, 2005 Contacts: Aimee Valdez, Coors 303-277-6472 Omar Jabara, Cabela's 303-382-4068 Reclamation, Excavation and Grading to Begin on Coors / Cabela's / Salter Property DENVER-Reclamation, excavation and grading on property recently annexed into the City of Wheat Ridge for a proposed development by Coors Brewing Co., Cabela's and the Salter family will begin today. The work, near Interstate 70 and State Highway 58 in Wheat Ridge, will last approximately 6 to 8 months Site neighbors are urged to call 303-376-8394 to report any problems associated with the work. Approved hours for heavy equipment use are from 7 a.m. to 9 p.m. six days a week. Hours of operation will be limited from 7 a.m. to 7 p.m. on areas within 200 feet of residential properties. A number of steps are being taken to minimize noise, dust and light including quieter, modified back-up bells on trucks and water spraying to reduce dust. In addition, truck traffic is being re-routed away from residential streets by creating a new access onto Coors' property. An outstanding reclamation claim with the Colorado Division of Minerals and Geology requires Coors to complete reclamation activities on the portion of the site where the previous gravel mine was located. As part of the reclamation, Coors will construct a new water storage reservoir to support their business operations. The reservoir will be about 20 acres in size and is expected to be filled with water by late 2005. The reservoir perimeter will be planted with non-irrigated grasses and drip irrigated trees and shrubs. Dirt excavated to build the Coors water storage reservoir will be transferred on site to the portion of the property where the proposed retail developments would eventually be located. Initial grading also will take place on the relocated dirt. Taking care of all these needs at the same time is the most efficient way to complete the required activities in a manner that minimizes disruption to the local neighborhood. In addition, work is necessary to lower Denver Water lines that run through the property. Relocating the water lines can only occur from April 15 to May 15, according to the Denver Water Department. The water line work is necessary to accommodate any future development on the site. During this time period, operations will occur seven days a week in order to meet the Denver Water Department's May 15 deadline. On February 28, the City of Wheat Ridge granted Coors and Cabela's a permit to begin initial site reclamation and grading. Initial activities, including the construction of access roads needed to mobilize equipment, began April 4, 2005. On March 21, Cabela's asked the City of Wheat Ridge to delay final, commercial zoning of the property to allow more time to consider various road improvement alternatives. Information about the alternatives is available at www.CabWheatRid eg com. CITY OF WHEAT RIDGE NOTICE OF NEIGHBORHOOD INPUT MEETING THE COORS BREWING COMPANY IN CONJUNCTION WITH CABELA'S RETAIL INC., ARE PROPOSING A MAJOR EXCAVATION AND FILL PROJECT ON A PROPERTY LOCATED NORTH AND SOUTH OF CLEAR CREEK AND WEST OF 1-70. WHEN: April 13th, 2005 AT 7 P.M. WHERE: THE MANNING SCHOOL AUDITORIUM 13200 W. 32nd AVENUE - GOLDEN, COLORADO 80401 DETAILS: THE APPLICATION CONSISTS OF AMENDING AN EXISTING SPECIAL USE PERMIT TO ALLOW FOR A MAJOR EXCAVATION PROJECT INVOLVING THE REMOVAL AND PLACEMENT OF OVER 20,000 CUBIC YARDS OF MATERIAL NORTH OF CLEAR CREEK. IN ADDITION TO THIS EXPANDED PERMIT NORTH OF CLEAR CREEK, THE APPLICANTS ARE REQUESTING MODIFICATION OF THE SETBACKS ON THE WEST, NORTH AND EAST PROPERTY LINES OF THE EXISTING SPECIAL USE PERMIT SOUTH OF CLEAR CREEK TO REDUCE SETBACKS TO ZERO FEET. The City of Wheat Ridge has adopted a requirement that prior to any application for a Special Use Permit an applicant must notify all residents and property owners within 600 feet and invite them to a Neighborhood Input Meeting. The purpose of this meeting is to allow the applicant to present its proposal to the neighborhood and to give the neighborhood a forum to express their concerns, issues and desires. A Staff Planner will attend the meeting to discuss City policies and regulations and the process involved, however, the Planner will remain impartial regarding viability of the project. The kinds of concerns residents normally have include the following: • What is the nature of this request? • What is the impact of this construction material movement on our streets? • How will the proposals affect my property? • Where will the storm drainage go? • What specific changes can be made in the proposal to make it more acceptable to me? Please Note: This meeting will focus only on the impact of the specific removal and placement of construction fill on the property, such as how trucks will be using public streets to remove or import fill to the property. The potential traffic impacts and improvements associated with the overall development of this property are being addressed separately through the City of Wheat Ridge and the Colorado Department of Transportation. The next public meeting concerning ongoing traffic studies is scheduled for Thursday, April 21 from 4 to 8PM at the Denver West Marriott. For complete information on the Cabela's development please visit www.CABWheatRidge.com or call its community information line at (303) 376-8394. If you have any questions about this notice and the focus of this Special Use Permit, please call the Community Development Department at: (303) 235-2846. If you are unable to attend the meeting, you may mail comments or concerns to: City of Wheat Ridge Community Development Department 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Cabela's Site Reclamation Work Impact Mitigation Fact Sheet Kiewit Western, contractor for the site reclamation and grading work for the Cabela's property, works hard to minimize the impacts of our work by outlining and implementing a site-specific impact mitigation plan for every job we do. This document details the Best Management Practices we will use to minimize neighborhood impacts and protect the environment during our work. How will construction traffic access the site? Kiewit Western has created a traffic management plan to coordinate all construction equipment entering and exiting the site via McIntyre Street on the west side of the property. Construction traffic will not be routed through the neighborhood. What is being done to minimize dust? Kiewit Western uses a series of dust mitigation and air quality procedures including: • Dust control through watering • Stabilizing stockpile areas • Re-vegetation of exposed areas • Minimizing off-site debris tracking by washing construction equipment, building special mud removal access areas and monitoring dust during construction activities What is done to mitigate against noise and vibration? The following procedures are used to mitigate for noise and vibration: • Use of modified backup alarms • No construction after 9 p.m. in residential areas (7 p.m. within 200 feet of property line) • Re-routing of truck traffic away from residential streets • Combining noisy events to occur in the same time period While you're working after dark, what is done to prevent light pollution? Superintendents and foremen working with light plants after dark are instructed to constantly monitor the direction of the plants and to move them whenever necessary to avoid light pollution shining on residences. How about maintaining water quality within the project boundaries? Kiewit Western implements Best Management Practices for erosion and sediment control that comply with all local and state permitting requirements. Questions? Contact the Cabela's information line at 303-376-8394. EYI `n i> x ° Z a^r i o~ fn 0 S z 0 0 a DIEo oNy E z - Zo3 Qo'o n 2u op z It AMENDMENT TO _ X o to m eom m SPECIAL USE PERMIT ` m f Of_ 0D N DDp S o 0 N P COORS/CABELA'S MASS GRADING Q z m;<m a"o "Xmx It ~e JIOY CITY OF WHEAT RIDGE, COLORADO GENERAL NOTES EROMON CONTROL NOTES 1. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO DATE OF CONSTRUCTON. FOR INFORMATON CONTACT: UMUTY NOTIFICATION CENTER OF COLORADO AN LOCAL MUNICIPALITY UTILITY DEPARTMENTS. 1. ALL GRADING, EROSION, AND SEDIMENT CONTROL MUST CONFORM WITH PLANS. REVISIONS TO DISTURBANCE TIE CONTRACTOR SHALL FIELD VERIFY SIZE AND HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR AREAS. SLOPES, AND/OR EROSION AND SEDIMENT CONTROL MEASURES ARE NOT PERMITTED WITHOUT PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES APPROVAL FROM THE OWNER'S REPRESENTATIVE. 2 ME CONTRACTOR SHALL HAVE ONE (1) COPY OF PLANS AND ONE COPY OF THE APPROPRIATE DESIGN AND 2 ME CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WM CONSTRUCTION STANDARDS AND SPECIFICATIONS ON ME JOB SITE AT ALL TIMES. CONSTRUCTION ACTIVITY FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. AT LEAST 10 DAYS PRIOR THE START OF CONSTRUCTION ACVIMES FOR LAND DISTURBANCE AREAS OF ONE ACRE OR GREATER. 3. CONTRACTOR SHALL NOTIFY THE ENONEER, OWNER FORTY DGHT (48) HWRS PRIOR TO THE START OF THE PERMIT MUST BE KEPT CURRENT THROUGHOUT THE CONSTRUCTOR DURATION. CONSTRUCTION. 3. EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO GRADING ACTIVITIES. 4. BENCHMARK: ELEVATIONS ARE BASED ON CITY OF WHEAT RIDGE CONTROL POINT 6009, BEING ME EAST 1/4 CORNER OF SECTOR ' C ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. FOR EXAMPLE, EROSION 30 AS MONUMENTED BY A CITY OF WHEAT RIDGE 3.25 DIAMETER BRASS DISK, LS 13212. IN CONCRETE, AS HAVING A STRAW BALE DIKES OR SILT FENCES MAY REQUIRE PERIODIC REPLACEMENT. SEDIMENT TRAPS CONTROL BLANKETS PUBLISHED ELEVATOR OF 5527.71, NGW29 DATUM. , AND BASINS WILL REQUIRE PERIODIC SEDIMENT REMOVAL MARTIN/MARTIN, INC ASSUMES NO RESPONSIBILITY FOR THIS SURVEY. CONTRACTOR IS RESPONSIBLE FOR RECD WHERE PHYSCALLY PRACTICABLE. MUST BE SELVAGED AND NO TOPSOIL SMALL BE REMOVED FROM ALL TOPSOIL 5 VERIFICATION OF ALL EXISTING nFVATWS AND CONTOURS PRIOR TO CONSTRUCTION. NOTIFY PROJECT COORDINATOR , . THE SITE EXCEPT AS SET FORM IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN MUST BE SEGREGATED AND AND ENGNEER OF MY DISCREPANCY PRIOR TO CONSTRUCTION. STOCKPILED SEPARATELY. RUNOFF FROM ME STOCKPILED AREA MUST BE CONTROLLED TO PREVENT EROSION AND 5. BEARINGS ARE BASED UPON ME EAST LINE OF TIE NORTHEAST 1/4 OF SECTOR W. TOWNSHIP 3 SOUTH, RANGE RESULTANT SEDIMENTATION OF RECEIVING WATER. 59 NEST. 6tn P.M. BEING A LINE BETWEEN TIE EAST 1/4 CORNER OF SECTION 30 AS MONUMENTED BY A CITY OF 6. THE CONTRACTOR MUST IMMEDIATELY TAKE ALL NECESSARY STEPS TO CONTROL INCREASED SEDIMENT WHEAT RIDGE 3.25' DIAMETER BRASS DISK, LS 13212 IN CONCRETE AND A CITY OF WHEAT RIDGE WITNESS CORNER DISCHARGE BEING A 3.25' DIAMETER BRASS DESK, LS 13212, IN CONCRETE LYING 200.00' SOUTH OF THE NORTHEAST CORNER OF O SAID SECTION 30, AS HAVING A BEARING OF N01101.50-W PER CITY OF WHEAT RIDGE CONTROL DATUM. T. ME CONTRACTOR IS RESPONSIBLE FOR CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL 0 DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. V/ Q N 6. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR IANDSCPPING IS TIE RESPONSIBILITY OF TIE CONTACTOR. B. THE CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS i ENSURE THAT VEHICLES DO NOT TRACK OR SPILL ¢ W ' MATERIALS ON TO STRUTS/ROADS AND MUST IMMEDIATELY REMOVE SUCH MATERIALS IF THIS OCCURS. EARTH J O 0 O ALL CONSTRUCTOR ACTIVITIES MUST COMPLY WIN TIE STATE OF COLORADO PERMUTING PROCESS FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.' FOR MFORMATON, PLEASE CONTACT COLORADO 9. THE CONTRACTOR IS RESPONSIBLE FOR CONMOWNG WASTE SUCH AS DISCARDED MATERIALS, MUCH WASHOUT, CONTAINMENT LLI J Z Z O O DEPARTMENT OF HEALM. WATER QUALITY CONTROL INVEIGH, WOOD-PE-B2. 4300 CHERRY DRIVE SOUTH, DENVER, CHEMICALS, LITTER, AND SANITARY WASTE, AS APPLICABLE. IN ADDITION, SPILL PREVENTION AND ' CO ❑ COLORADO 80222-1530. ATTENTION: PERMITS AND ENFORCEMENT SECTOR. PHONE (303) 692-359D. S FOR CONSTRUCTION MATERIALS, WASTE, AND FUEL MUST BE PROVIDED. AS APPUCABLE. BMP Q U ¢ Q 6. IF DEWAIERING IS REQUIRED. A STATE CONSMUIOTON OEWATERING DISCHARGE PERMIT IS REQUIRED FOR T ANN L IRRIGATION DITCH ANY STREET THAT 15 TRI UTARY 10 M 10. TEMPORARY VEGETATIVE COVER CONSISTING OF SPECIES MIX NOTED BELOW MUST BE DRILL SEEDED AT 30 APPLIED AT A RATE OF 1.5 TONS PER MULCH CONSISTING OF WEED-FREE HAY POUNDS PURE UVE SEED PER ACRE U CO F Ld J W O A STORM SEWER, CH , E . B E DISCHARGES AFOREIAENTONED FACILITIES, OR ANY WATERS OF TIE UNITED STATES CONTRACTOR IS RESPONSIBLE FOR SECURING , . ACRE AND CRIMPED MUST BE USED TO STABILIZE THE EXPOSED SURFACE MULCH MUST BE MECHANICALLY CRIMPED Q 2 ME PERMIT. INTO ME SOL, Q U) F R R N TI TI X SEED MIX (TEMPORARY ALL KNOWN UNDE ES ARE APPRO IMATE WHEN SHOWN 9. ME TYPE, SIZE LOCATION AND NUMBER O G OU D U LI UN TIE DRAWINGS. IT STALL BE THE RE.~ONSBNtt OF ME CONTRACTOR TO VERIFY TIE EXISTENCE AND LOCATION ) UFCIES X OF MIX MY WEIGHT) O F O W > OF ALL UNDERGROUND UTILITIES ALONG TIE ROUTE OF THE WORK. TIRE CONTRACTOR SHALL BE RESPONSIBLE FOR CRESTED WHUTGRASS 'FPIRWAY 20% O L UNKNOWN UNDERGROUND UTILITIES. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UFI HORIZONTAL AND WESTERN WHEATGRASS 'ARRIBA' OR "BARTON' 20% ' LLI U VERTICALLY, PRIOR TO CONSTRUCTION. SMOOTH SNORE 'LINCOLN' OR 'MM'CHAR' 20>. U 10. RIM TO TIE COMMENCEMENT OF ANY CONSTRUCTON. TIE CONTRACTOR SHALL CONTACT ALL UTILITY VICINITY MAP TAU- RESCUE "K-31* 10% S DRAMA JURISDICTIONS M COORDINATE SCHEDULES. tq BLUE DRAMA 11. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR NM A PERIOD OF ONE-YEAR FROM TIE DATE OF ACCEPTANCE. USING AND/OR GRADING ACTIVITIES WIND SHALL BEG FROM T OUSTEMISSIONS R 11. 12. CONTRACTM SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO ME DEVELOPMENT. REMOVE - M PUBLIC TIFINED BY ME COLORADO CRA00 DEPARTMENT OF PUBl1C HEALTH AND AS DE TECHNOLOGY, E BEST AVAILABLE CONTROL E CONSTRUCTION DORIS AND KEEP CLEAR' AND SAFE OOT ~~NQ ENVIRONMENT, AT THE TIME OF GRADING. o z 13. THE CONTRACTOR SHALL FURNISH I OWNER WITH A GET OF 'RECORD' PLANS PRIOR TO ENTERING INTO TIRE ALL 9TE GRADING SHALL CONFORM TO ME RECOMMENDATIONS OF THE LATEST SOILS INVESTIGATION FOR THIS 1 12 ADDITIONAL EROSION CONTROL MEASURES MAY REWIRED DURING AND 6HALL BE INSTALLED OR W1MIN ME TMERAME SET FOURTH BY ME CITY INSPECTOR. WITHIN 24 HOURS PLANS NS SHALL E ACCOMPANIED By A U ONE-TEAR WARRANTY A LETTER SEALED AND SIGNED BY A PERIM ME . PROPERTY , OF REGISTERED LAND SURVEYOR AS S 1 T0 THE COMPLETENESS 55 W ME E RECORD PLANS. S URVEYOR . ll. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 14 a 14. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR UTILITY INTERFERENCES AND MARK CONTROL ALL REWIRED 2. TEMPORARY CUT/T1LL ROPES SHALL NOT EXCEED A STEEPNESS OF 2:1 (H: V). PERMANENT SLOPES SHALL NOT GAYS AFTER FINAL GRADE S ACHIEVED ON ANY PORTION OF THE E SIT SITE. OR TO A AREAS THAT MAY NOT BE BUT ARE TO BE LEFT DORMANT FOR A A PERIOD OF THE OF MARE RE MAN THAN 30 GAYS. AT FINAL GRACE p PERMITS SHALL BE OBTAINED BY CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK ON PROJECT. EXCEED 4:1 (H: V). . I 15. THE CONTRACTOR SHELL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS A ADJACENT TO ME DETAILS FOR ASPHALT PARKING. ASPHALT S1RE AND 3. THE TOP OF SUBGRADE AS SHOWN ON ME ACTIVITIES HAYS PERMANENTLY CEASED SHALL BE 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION WITH STABILIZED PERMANENT SEED LATER THAN 14 OATS AFTER THE UST CONSTRUCTION ACTIVITY. UNIFORM ' JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY WRING PERFORMANCE OF M ME WORK. THIS NS A AIATI£Y 10-INCHES BELOW M TIEE CONTOUR ANDS AREAS SHALL BE E CONSTRUCTED VEGETATIVE COVER SHALL BE ESTABU LISHED TO TO% ' REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ID NORMAL WORKING HOURS. IL ELEVATION ATIONS AS SHOWN. REFER TO ME PROPOSED PROFILE SECTORS. ELEVATIONS 15. ME DUTY OF TIE OWNER/ENGINEER TO CONDUCT CONSTRUCTION RENEW OF TIE CONTRACTOR'S PERFORMANCE IS 4. TIE CONTRACTOR SHALL ONLY CROSS ME EXISTING DENVER WATER DEPARTMENT CONDUITS AND ASSOCIATED 15. ME EROSION AND SEDIMENT CONTROL PLAN MAY BE MODIFIED BY ME OWNER'S REPRESENTATIVE, AS FIELD CONDITIONS WARRANT :5 I NOT INTENDED M INCLUDE RENEW OF ME ADEQUACY OF ME CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR TIE EASEMENT AT DESIGNATED AREAS WITH EXISTING CONCRETE STRUCTURES AFTER VERIFICATION, BY ME CONTRACTOR, . tt CONSMUCTIN SUE.) THAT ME EXISTING STRUCTURES CAN PROVIDE THE NECESSARY SUPPORT OF CONSTRUCTION OPERATORS. IF - I.I APPROVED BY ME DENVER WATER DEPARTMENT. THE CONTRACTOR MAY SUBMIT DOCUMENTS FOR APPROVAL BY TILE 17. REFER M RECOMMENDATIONS REGARDING EXCAVATOR, COMPACTOR, EMBANKMENT, OVER EXCAVATION, TOPSOIL DENVER WATER DEPARTMENT TO CONSTRUCT ADDITIONAL CONCRETE STRUCTURES, PER DENVER WATER DEPARTMENT AT ALTERNATE LOCATIONS TIE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE EXISTING REGULATIONS REMOVAL AND PLACEMENT. MMIN SOIL REPORT. ' , DENVER WATER DEPARTMENT CONDUITS ARE NOT DAMAGED DURING GRADING/EARTHWORK OPERATIONS. SHEET INDEX - j , S REPRESENTATIVE, AND ME CITY, OF ANY 16. IT IS TIE CONTRACTOR'S RESPONSIMUTY TD NOTIFY ME OWNER _ i PROBLEMS IN CONFORMING TO ME APPROVED PLANS FOR MY ELEMENT OF TIE PROPOSED IMPROVEMENTS PRIOR TO C100 COYER SHEET o l I I ITS CONSTRUCTION. C01 MASS GRADING of l I,i CI HILL BE PROVIDED, BY THE CIIXE TO KEEP DUST IN CHECK. CONTRACTOR IS 19. A WATER TROCHE I FGFNfI IO102 EARTHWORK PUN I~ ER RESPONSIBLE FOR WATER SUPPLY LY AND HAVE AS NODDED. EEDED. Z I 1 I I I 20. ANY SETTLEMENT OR SOUL ACCUMUUTON, BEYOND ME PRCPERTY UNITS, DUE TO GRADING OR EROSION SHALL EMSWNG PROPOSED BE REPAIRED, BY ME CONTRACTOR IMMEDIATELY, INCLUDING EIRROSON CONTROL MEASURES IN PLACE. 21. NO GRADING SHALL TAKE PUCE UNTL ALL APPROPRIATE PERMITS HAVE BEEN OBTAINED. PROPERTY LINE CALL UTILITY NOTIFICATION 22. ANY CONSTRUCTOR DEBRIS OR MUD TRACKING ONTO ME PUBLIC RIGHT-OF-WAY. RESULTING MGM ME PROJECT. ME CONTRACTOR SHALL IMMEDIATELY FIX ANY EXCAVATION BY ME CONTRACTOR SHALL BE REMOVED IMMEDIATELY - - EASEMENT - - - CENTER OF COLORADO o N z . , , AND SHALL PROPERLY BARRICADE ME SITE UNTIL OR allMIW PAVEMENT FAILURE CAUSED BY ME PRMCT - CURB M GUTTER n p' , BY ME CONTRACTOR, TO CORRECT ANY OF ME ABOVE WITHIN 45 HOUR OF CONSTRUCTION IS COMPLETE. FAILURE Q z y i N , T A T P WORK OR R AN O M WORK AND MAK A - 5150 CONTOURS -5]50- 1 -BOO-922-1 987 p J WRITTEN NOTICE SHALL CAUSE ME OWNER O ISSUE S O DE D/ON D E E CLAIM AGAINST ME PROJECTS LETTER OF CREDIT FOR MY COSTS INCURRED p < ' . C MANHOLE • n I 23. ME CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING UTUTY LOCATIONS AT LEAST M HOURS PRIOR TO OR 232-1991 IN METRO DENVER a I m w G6 - COMMENCEMENT OF CONSMUCTON. - ST - STORM SEWER -ST- 24. ME CONTRACTOR SHALL PROVIDE ALL UGHTS. SIGNS. BARRICADES, FUG PERSONS OR OTHER DEVICES - - - FO - - - RODF MAN -RD-- CALL 2-BUSINESS DAYS IN ADVANCE X j I NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH ME CURRENT MANUAL ON UNIFORM TRAFFIC BEFORE YOU DIG, GRADE OR EXCAVATE E CI a m m CONTROL DEVCES INLET 11111 FOR MARKING OF UNDERGROUND MEMBER UTILITIES W 25. ME CONTRACTOR SHALL LOCATE ALL PROPERTY UNE PINS THAT DEFINE ME PERIMETER OF ME PROPERTY. < FLARED END SECTION Q v I J ' II p o ° , LOWER FINAL 26. GRADE SHOWN HERBN IS FINAL, FINISHED GARDE, INCLUDING TOP SOL SUBGRADE IS TO BE 10 SIGN - 1 ELEVATIONS OF SUBGRADES ARE TO BE APPROVED BY PROJECT COORDINATOR. DIRECTION OF ROW Sheet Number ORIVE DESCRIPTIONS DRIVE MARTIN/MARIN oaaumea no mo,omibility for uClity IOntiona. / - O O The utm0es ahorm on thle or.WIn9 non been plotted from the M v leek c Ilable InformoUOn. It Is, however, the pnbpptora - of oil utlitia prier to field n Una I a mcl e c m ~e m ion. y oc Cana om nt a nce of th t i 10 to .2 z :5 / /Ir t < \ 55 -54doo ti 1A1 ~1 , k ' ' \ \y lEITAR #5307L1O ] i T t LENGTj 96][85 ~ CIIORD'i4 61.32 - V ~~i , _\eEARMG=N262]'28'E l'y , l / A WATER EASE1 ~ 05 / ' Ali NEATICN { 5T PO)ENl)A7:1~ IN I ` l `pay , a< t L 'ad - ¢ S` ~ ..1~ S5 `-569 2198 W 4 '=J t 2 t A F i ~ JC/ a I ^yaT 616, ° N`\ RAO 10222T DELTA-10115'16' LENGTH-179.98' OHORD-D9.J5' GEARING=N81156'S9'W I b~$ i I* 4"" _ / tvr t: ) I{ t~ f I'rdPS I N a f. I fs ~ 1rc r 1 db~ I L 5455 ji< I ~ Z v i ' ✓ i ; ¢ ~V I > . A is F n t k' r 1 3 Z J 'f 4 t 1 R p ° m " 3930 v e Ul ft b - - C - - 6 o p m v saso- _ _ Z 3 % ° - a m _ ~ Q 2 ODY11% --'AGE 367: - 24 METRO SANITARY 5EWER MAIN = 5950' - E u n n n 4 5955 HWl~Y Na_._5$_,~BpDK-2177 ~ ~ - - f ~s sobs r _ NBT154J'E 26264) 6S -sr I 01 gg ~ ~ fy r T- 5666, t •n ' :.h E.. \ 5664 _c - / f r "r1 si/"' : f Iah ,546) i I`, / pUA11TY,/SEDIMENT ~dWD BY~iE S' `T J ..Soso 2 }{'i THE CABELAAP14iE ! y, 3t A / Sj it.~.t v! Q N } \ / ..l i x \5 45;465 tYY r 1(,% CASING A U X { r Q 2 J X46 ' a- sess - t": ' x~if . rl t m O z h-, Ld r' a.~ zz, '"zt`;:~ 1vt `+ces r- ° s a'te'' / \ r.2u" ED O_ y x y ° 90- -U----'-l- :1 .x. 2. 'Fe . t" "I P ~y D -0 \ \ ; \ \i X940 - 3!i6e* MAIN AP r Sa25 E, FOR. \ t \ \ r r° X xYV~ v oeo - vv z ad A Amu 51MGHD i - COUNTY _ JEFFERSON } \ m h ~ \i, RAD t529.6f~>~`k ~7 I 4._e ~5 Y X6#0 - .T to DELTA=12 '49'33' LENGTH=J42.40' SS' 1` - S99D UOR CH«i0=341.69• §•l'ty \ Qt\\ n»• .N ( - ,^x + '-aa rc RING NJS'24'34'W fl do 7 9f.19' f \ \ \\\s, £5{' `e' { r 4 « DELTA 1521'56" - "'.r-x,-# - 3L5` y - _I tFNG1H 212.18' \ \ 1 / -X rr fa`5.ra ,V•,'} cHGflO-2u.55' IN, BEARING=N50'4131'Wc ~Q 2w~t -C # yrl^r''r Y°s _ 'r ` `L( 3a y 5405 S8921'48'W " Z~I LEGEND ERISRNC PROPOSED an PROPERTY LINE o N EASEMENT 00 Zi to CURB k GUTTER - 00 a i 0 o st - ---5750--- CONTOURS SJSP- hs . LU 0 O MANHOLE .I -Sr STORM SEWER -°T- III a Xi Ai In EI m mi a RD ROOF DRAIN -ii D- Z El INLET N ° v I of o°I ~I of o`I U < FLARED END SECTION < too 50 0 WO x00 SIGN 1 SCALE 1'=1 DO Sheet Number: DIRECPON OF ROW TREE MARTN/MARTIN osdumes no responsibility for utility locations. O The utilities shown n this driving have been plotted from the MT/K DESCRIPTIONS DRIVE beat available information. It ia. however, the contractors reaponsibilitto field verify the location of all utilities prior to the commencement of any construction. m E / i k 5f I"i is tii. ` I I• ) ~..;(Tn 1 A ~R-✓ + \.1 Iq I 9e•~ ( _ M w ° IlT 545Y / f I VI - Z W Q (h. I _ w N . 1 - ti 16 LL: 1\ 1 m_ ":r-"i 1f\\\~\ `mils. t^'""`i. '~~f - ~~c:•r_.`" -t}}~ ,.--.fC _ d's°„=...r ~si6lr-. Q i °om "p cn `-1+,>4 y~_ ; c~•\I k'a ` ` 3 '",,..,+4)?€'. `r.°`/:-- may'. _ /_...-5:;' _ _ _ u p Nzy .,a. El- al~ urw.-~.-:✓: .+m...°°'"°<........ 5460- ~Y\ _ ? J 3 M ° m u a.'-,+ - - _ E W m D p p j e, 2. Q9 o ADM o saeo ~--.a\~ A_Av 7 ~ 7 ~ . ~e~"y~,'~ e 3. 1~V i c~ I SBA 6.7 o.e 0.el e; J .fj'z 'A~ i f - 7} y~pF~ fr is, \ \ 73 r f n 3 ] S z f 2 S a $].4 z 4 4 0 v J ] J .1 V 4 L 1 e 9 e 4 ~)3~ 7,e 6 T B~ ~T \ 'tbr ut,f i~ I 1 4.: ti J 3 2 b 1 r ] 9 5 f 1~ V 5' 1 •3 '3-4 4~ /s a 0 -l:,/f i\\~ \ ~°R, 1\\\$R'\ s\`\ f - .@' I 9~ '0. \ OD 1.1` 3 2.2/ 0/ 4 z' $ z]0S.J A 8 1.5 4 $ 0 B ~B}T 1,.t0. v I{ fj az5.-_. 1 , f, 'e.4 ];rt SzPvr3T'+ + + r. k"~. ..1 \ \\\Yi-vyw,. c'\ ? f J , 'F;P• f'i / \\~v »41. 5 't .B,'i1 .V. 2, 1U `J 2' B 3 ] y 3]:2-'Sf.9 6`_145 9 ~'S>0 $g 5'" 2!~ 'k3 f 1<~r Q o U fF Ji."'YI 'F _ 4r4g C~ \ l \'-))r ! k ~.1 i /l _ ..-4___~_ ❑ :~z i s 1,243 j2$•/3'6''3' z^3 s ] ;i"\ Q Q o A Z` lie % I/~/ \`F,`i 12 _ 31 3 " ] :8 J ]t e t y~1 ~yJ Yp5 {3414. {33 B ¢t"}Y'Z- 4] }v 1 mr1f J O Z i 21" ` w o g 5 J14. J 9 5 Sa. / / m 42 42,4 4]+i13 44 / \ \ ~y4. wz 2 e e B u#- i#u z~s 3~l '#f sl'#1 s° X15 'S+ ~A "1 i~ 7 i /a U x o / / \ 25.fio' \ \ g \ t c nzwz'. 1Tx' aR r Q ¢ „ ,ir/ / t`&o ~~f -(nom *r< ~s~. ~ ~ ! ~ s fA ❑ " F LL ¢ i- - f ~ "I: Gl~ - _c, T1 e \ \.\~e F\ G u!~ /mar 0 a add, LU / - SpopiC _ ~N J! : Ere ? FLOOD PLAI E I I v ' i pN, ~'4y W ~ I a -gTJ=^' ~ s S y. a t \ \ .L ♦ ~ y`f!_ rI ss15a_. ,i:-. .-l\ x. ~ ~ it ! a m ~a ` } ^w..,._.~. _"r••• V x-'" \ "YI ' "g L 3`r.'^'"~^ III \•k y` ~ ? ;"1,~~''~~G -sue ~•r m ~ m 'r , W-0 h ~ ~ 1 ( L ( /rH v r . 5405 _ E Y. a \ \Z \ ~t \~(;°r..4~ryr in! 11 A ~/i r / 1•'. / i:, zl a V?o _ THE CONTRACTOR SHALL ONLY CROSB TAE UISMNG DENVER WATER DEPARTMENT CONDUITS AND ASSOCIATED EASEMENT AT DESIGNATED AREAS e1IH EXISTING CONCRETE STRUCTURES AFTER VERIFICATION, BY THE CONTRACTOR. THAT THE MST NIG STRUCTURES CAN PROVIDE THE m NECESSARY SUPPORT OF CONSTRUCTION OPERATONS. IF APPROVED BY THE DENVER WATER m > DEPARTMENT, THE CONTRACTOR MAY SUBMIT DOCUMENTS FOR APPROVAL BY RIE DENVER WATER Oo DEPARTMENT TO CONSTRUCT ADDITIONAL CONCRETE STRUCTURES, PER DENVER WATER N N z m DEPARTMENT REGULATIONS, AT ALTERNATE LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR Pi N Z N m ENSURING 1HAT 11E EMSTING pENVER WRIER DEPARTMENT CONDUITS ARE NOT DAMAGED WRING O = GRAIIING/EARIHWORK OPERATIONS. d nil $ 5 4~ 0 3 Q III N W I m I ViY EARTHWORK c S' y c z CUT E DO FILL NET m ELLa 4.632 1,1B8,4fi] 4,835 (FILL) z do 0 of D V S 100 SD 1OD 200 SCALE 1"=100 Sheet Number: z O O m MARTIN/MARTIN no have for utility locations, O • ) assurress The utilities shown on on this drawing awing have been plotted from the G ad ° best a-[!able information. It is, however, the contractors O a 3 o responeibility to Feld verify the location of all utilities prior i m z 3 to the commencement of any construction. O npO n an OG S r O Z LO d L'~ N 0 > d- W t~ = o co i #J T V i Z 1 0) i.i f/1 m® 0 L, ~.f W - t~ ~ r Z f L Z I Q~ ~f..a L iL W Y1HEgT O i v m cOLORAO~.. Wheat Ridge Community Development Department PRE-APPLICATION MEETING SUMMARY Meeting Date: March 31, 2005 Attending Applicant(s): Bill Willis, Sean Larkin; Martin/Martin Mark Kieffer, Norris Dullea Neil Jaquet; Coors Address/Phone: 12499 W. Colfax Avenue Lakewood, CO 80215 (303) 431-6100 x 340 Attending Staff: Alan White Address or Specific Site Location: Existing Zoning: In Process SWC 1-70 & SH 58 Existing Comp. Plan: Community Commercial Applicant/Owner Preliminary Proposal: Request to excavate an area in addition to the previously approved SUP, lying north of Clear Creek and to request waiver of the 30' setback requirement along the west, north and east property lines of the previously approved SUP. Excavation and fill of the site north of Clear Creek is part of a maintenance program for an existing Coors lake west of the site. Will a neighborhood meeting need to be held prior to application submittal? Yes Planning comments: Excavations in excess of 20,000 cubic yards require a special use permit. Information to be required is a map showing the excavation & fill areas, cross sections of finished grades, and a narrative explaining the request. Key areas of concern will be hours of operation, truck routes, noise, lighting, air and water erosion control, and duration of the operation. Public Works comments: Subsequent to the Special Use Permit process, a grading permit will be required. The permit will need to be accompanied by technical documents - grading plan, erosion control plan, cross sections of final grades, geotechnical study, and compaction information. Building comments: None. Streetscape / Architectural Design comments: Not Applicable. Other comments: Case Na.: UP0504 ! Quarter Section Map No.: _ App: Last Name: abela s/Coors/Salter Related Cases: 05011_- - App: First Name: Case History: UP for an amended SUP o allow for deposition & Owner: Last Name: abela's/COors/Salter xcavation of flit dirt material m an added area Owner First Name: App Address: Review Body: dm City, state zip: I J__ APN: App: Phone: Owner Address: 1 2nd Review Body: C: 5/9/05 PH, City/State/Zip: 2nd Review Date: _ Owner Phone:- Decision-making Body: F F. 559/05 PH Project Address: Approval/Denial Date: Street Name: City/State, Zip: Reso/Ordinance No.: Case Didposition: Conditions of Approval: District: Project Planner: Crane I File Location: ctrve Date Received: /72/2005..___ Notes: ' " Follow-Up: Pre-App Date: CIT OF WEAT RIDGE 05/1:105 1:4; PM rdb COORS RECEIPT N0:C019375 AMOUNT FMSD ZONING APPLICATION F 700.00 ZONE FMSD ZONING REIMBURSEMENT 150.00 ZREIM PAYMENT RECEIVED AMOUNT CK 7000354,351 850,00 TOTAL MAO