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Home My WebLink About20021805 f r APPLICATION FLOW SHEET COLORADO APPLICANT: ECKSTINE ELECTRIC CO (Michael Eckstine) CASE#: SPR 346 REQUEST: Site Plan Review for an Electric Contracting Business in the I-1 Industrial Zone District LEGAL: NE4 NW4 of Section 30, Twp. 3 No., Range 66 West LOCATION: N PARCEL ID#: 1211 30 000029 ACRES: 2 ADDRESS: 13739 WCR 25 'A, PLATTEVILLE CO 80651 Date By Application Received 3-23-2001 ogle Application Completed 3-23-2001 ogle Referrals listed 3-23-2001 ogle File assembled 3 �c715- 0 I 1 E Letter to applicant mailed 3 - 'al J Vicinity map prepared Referrals mailed 3 ^7c� D/ -�SCl Chaindexed J "c U-0 ' T C `-' Field check by DPS staff 4 . 2° of teit Administrative Review decision: Date By Planning Commissioners Hearing Date (if applicable) Surrounding property owners notified Air photo and maps prepared 3-272c2a/ CC action: CC resolution received Recorded on maps and filed Overlay Districts Road Impact Fee Area Zoning Industrial (I-1) Airport Yes__ No_x_ Yes No Geologic Yes No_x_ SW Weld #1 #2 #3 Flood Hazard Yes_ No_x_ Windsor Panel#: 080266 0860 C 2002-1805 ,0L/4/a SITE PLAN REVIEW Administrative Review COLORADO Case Number SPR 346 Parcel Number 1211 30 000029 Applicant: Michael Eckstine, Eckstine Electric Company Legal Description: NE4 NW4 of Section 30, Township 3 North, Range 66 West Project Legal: 13739 Weld County Road 25.5, Platteville, CO 80651 Zoning: I-1 Proposed Use: Expansion of Electrical Contracting Shop Site Plan Review Standards Meets the Intent of the Comments Weld County Code Site Plan Certification Included in Application Yes Retention Facilities Engrg Drainage Plan rejected as incomplete submittal by D. Houghtaling, NO Dept.Approval Date Department of Public Works,dated April 12,2001 Off-street Parking NO Loading Areas NO i Access Not approved by D. Houghtaling,Department of Public Works, NO dated April 12,2001 Setback Requirements 25 feet Unknown Offset Requirements 10 feet Unknown Landscaping - Yes Trash Collection&Storage Yes Potable Water Yes Sewage Disposal Yes • Environment Standards Noise Yes Air Quality Yes Water Quality Yes Radiation Yes Heat Yes Light Yes Property Maintenance Yes Eckstine Electric, SPR 346,page 1 This site plan review is approved with the attached conditions: 1. Prior to recording the Site Plan Review plat, the applicant shall address the following to the Department of Planning Services' satisfaction: ✓A. The Site Plan Review plan shall be amended to delineate the location of the additional parking stalls required per Chapter 23, Appendix 23-B of the Weld County Code. The proposed 50 by 150 square foot facility has approximately7500 square feet and the future building has approximately 2400 square feet. Both buildings are classified as warehouse. In the existing building,approximately 900 square feet is classified as office and the remaining 3100 square feet is classified as warehouse. Given the office classification, seven (7) parking spaces are required with an additional thirteen (13) spaces for the warehouse area. Of this number a minimum of two spaces shall be handicapped accessible, with one space provided for van accessible parking. Given this determination, an additional sixteen (16) parking spaces are required. The dimensions of the parking stalls shall adhere to Appendix 23-A of the Weld County Code. (Department of Planning) let Off-street parking areas shall be located and screened from the public rights-of-way and adjacent properties and shall meet the requirements of Section 23-3-350.B and Section 23-4-30 of the Weld County Code. (Department of Planning) ,e( The single off-street loading parking space shall meet the requirements of Section 23-4- 50.A through and including Section 23-4-50.E of the Weld County Code. Further, the off street loading shall adhere to the requirements of Section 23-3-350.C.1 and C.2 of the Weld County Code. (Department of Planning) ie." The site will be required to meet all requirements of the Americans with Disabilities Act. At least one parking space shall be van accessible. A five (5) foot wide aisle will be required adjacent to the van accessible space. The accessible path to the building and public right-of-way shall be delineated on the plat. (Departments of Planning, Public Works) The gate opening at the point of ingress and egress east of WCR 25.5 is too narrow for two vehicles to pass. The access gate and drive shall be widened to accommodate two vehicles to safely pass on the drive and through the access gate. Further, indicate on the site plan that the access onto State Highway 85 has been closed and has been eliminated. All approved points of access shall adhere to the requirements of Section 23-3-350.D and Table 23.7, Minimum Standards for Accesses, of the Weld County Code. (Department of Public Works) Additional landscape treatment shall be delineated near the trash enclosure area and shall meet the requirements of Section 23-3-350.H of the Weld County Code. Further, the applicant shall submit a landscape and screening plan for review and approval to address screening of adjacent properties, including State Highway 85. (Department of Planning) Although not specifically delineated in the application documents, any on-site lighting shall adhere to the requirements of Section 23-3-360.F and shall be delineated on the Plat. (Department of Planning) Eckstine Electric,SPR 346,page 2 A typical cross section delineating the depth of base or asphalt or full depth asphalt to accommodate the proposed use. Refer to Weld County Code Section 24-7-20.C and Section 24-7-20.D,Geometric Design Standards and Road Structure to properly design the cross section for the access drives and parking area. (Department of Public Works) 2. The following requirements shall be addressed prior to recording the Site Plan Review Plat: alai/ A. The septic system for the existing building shall be reviewed by a Colorado Registered Professional Engineer. The review shall consist of observation of the system and a Pirl „F,An technical review describing the systems ability to handle the proposed load. The review shall be submitted to the Environmental Health Services Division of the Weld County Department of Public Health and Environment. In the event the system is found to be inadequate, the system must be brought into compliance with current I.S.D.S. regulations. The applicant shall submit evidence of approval to the Department of Planning Services. B. The applicant shall enter into an Improvements Agreement according to policy regarding collateral for improvements and post adequate collateral for all onsite e improvements. The agreement and form of collateral shall be reviewed by County Staff and accepted by the Board of County Commissioners prior to recording the plat. tPO The applicant shall submit a revised Storm Water Drainage study for review and QV, approval by the Department of Public Works. Evidence of approval shall be submitted to the Department of Planning Services. Modifications shall be delineated on the Site Plan as required by the Department of Public Works. dile The applicant shall provide evidence that all proposed and existing site improvements are located within the property lines and meet setbacks specific to the parcel of land described as a tract of land located in part of the Northeast Quarter of the Northwest Quarter of Section 30, Township 3 North, Range 66 West of the 6th P.M.,Weld County, Colorado. 3. The following notes shall be placed on the plat: A. In accordance with the Weld County Code, no land, building or structure shall be changed in use or type of occupancy, developed, erected, constructed, reconstructed, moved or structurally altered or operated in the commercial or industrial zone districts _until a Site Plan Review has been approved by the Department of Planning Services. (Department of Planning) B. All structures, including signs, on site must obtain the appropriate building permits and conform to the Uniform Building Code as adopted by Weld County. (Department of Planning) C. Outside storage shall be screened to meet the requirements of Section Section 23-3- 350.F.1 and F.2 of the Weld County Code. Adequate screening of outside storage shall be provided with solid board fencing spaced 1/4 inch and a minimum of six (6)feet in height or an equivalent screening provided that it is approved by the Planning Department. (Department of Planning) D. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S.) shall be stored and removed for final disposal in a manner Eckstine Electric,SPR 346, page 3 that protects against surface and groundwater contamination. (Department of Public Health and Environment) E. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a "solid waste" in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S. (Department of Public Health and Environment) F. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, blowing debris, and other potential nuisance conditions. (Department of Public Health and Environment) G. Adequate toilet facilities and hand washing facilities shall be provided for the public and employees. (Department of Public Health and Environment) H. Fugitive dust shall be controlled on this site. (Department of Public Health and Environment) This facility shall adhere to the maximum permissible noise levels allowed in the Light Industrial Zone as delineated in 25-12-103 C.R.S. (Department of Public Health and Environment) J. All pesticides, fertilizer, and other potentially hazardous chemicals must be stored and handled in a safe manner. Reference 25-8-205.5 Colorado Water Quality Control Act and Rules and Regulations thereof. (Department of Public Health and Environment) K. The septic system shall be abandoned when the municipal treatment system become available, according to the Weld County I.S.D.S. Regulations. (Department of Public Health and Environment) L. If applicable, the applicant shall obtain a storm water discharge permit from the Colorado Department of Public Health&Environment,Water Quality Control Division. (Department of Public Health and Environment) M. Landscaping materials as indicated in the approved Landscape Plan shall be maintained at all times. Dead or diseased plant materials shall be replaced with materials of similar quantity and quality at the earliest possible time. (Department of Planning) N. All construction on the property shall be in accordance with the requirements of the Weld County Department of Building Inspection and Chapter 29 of the Weld County Code. (Building Inspection) O. All construction shall be designed and constructed in accordance with the provisions of the Uniform Fire Code, as ratified by the Weld County Commissioners and all other applicable codes and ordinances, as enforced by Weld County. (Building Inspection) 4. Prior to the release of building permits: A. New buildings and additions to existing buildings require a plan review by the Weld County Building Inspection Department. Building floor plans shall be submitted by the applicant to the Department of Building Inspection for review. (Departments of Eckstine Electric,SPR 346,page 4 Planning, Building Inspection) B. Building floor plans and a final site plan shall be submitted by the applicant to the �----� Platteville Fire Protection District for approval before a building permit is issued by Weld County. (Department of Planning, Platteville Fire Protection) C. Site Plan Review Plat shall be prepared after the Site Plan Review application is approved. The plat shall be submitted to the planner and be ready for recording at the Weld County Clerk and Recorder's Office within 30 days of approval. The shall meet all requirements of Section 23-2-160 and Article II, Chapter 27 of the Weld County Code. (Department of Planning) 5. Prior to the release of the Certificate of Occupancy: A. A final inspection by a member of the Platteville Fire Protection District will be required prior to release of Certificate of Occupancy. Evidence of a favorable inspection by Platteville Fire Protection District shall be presented to the Department of Planning Services. (Platteville Fire Protection District) Site Plan Review conditionally approved by: .TY+ Date: Kim Ogl Planner II May 8, 2001 Eckstine Electric,SPR 346,page 5 FIELD CHECK inspection date: April 20, 2001 CASE NUMBER: SPR 346 APPLICANT: Mike Eckstine, Eckstine Electric LEGAL DESCRIPTION: NE4 NW4 Section 30, Township 3 North, Range 66 West of the 6th PM, Weld County, CO LOCATION: east of and adjacent to WCR 25.5; West of and adjacent to SH 85 Zoning Land Use N A(Agricultural) N Peak Industries -Oil Rigging Outfit E A(Agricultural) E SH 85 S A(Agricultural) S Irrigation Ditch -SFR Abatement Case W A(Agricultural) W Agricultural Land COMMENTS: • Access off of WCR 25.5 (Main Street, Platteville). Property has rolling cyclone fence and is surrounded on two sides with cyclone fence. Fence to north has 3 wire barbed on extensions. Access drive into facility is concrete approximately 15 feet in width. Drive runs entire length of property stopping just short of SH 85. There is no direct access to SH 85. Parking area south of and adjacent to building has concrete apron. Parking south of drive is graveled. Outside storage is abundant. Area between WCR 25.5 and office building has meter parts, meters, pipe, metals and a fifth wheel mobile home. No screening of these items. Area east of building, west of SH 85 has a race car on a trailer, a trailer with concrete, a pleasure boat on a trailer, three 10 x 40 foot storage container units, no tags visible. Numerous items consisting of wood spools, pipe, poles, metal parts, "stuff', no screening from SH 85 Building is two part. Part one is the office and part two is a"garage"with roll-up overhead door. Height of door approximately 15-20 feet. Single roll-up Limited landscaping consisting of juniper shrubbery immediately adjacent to building, limit mown grass west of office and hedgerow of cottonwoods between structure and Peak Industries. Property to south should be investigated for abatement of buildings, and NCJY Kim Ogle,Ogle, Planner II bkiet-W14411" C42-z, Z iY►i5 ? 3/4-Ais ? £, c i$U1. DEPARTMENT OF PLANNING SERVICES 1555 N. 17`"AVENUE GREELEY, COLORADO 80631 III IWEBSITE: www.co.weld.co.us C E-mail address: kogle@ S O PHONE (970)353-6100, EXT. 3540 FAX (970)304-6498 • COLORADO June 18, 2002 Michael Eckstine Eckstine Electric 13739 Weld County Road 25 IA Platteville, CO 80651 Subject: Site Plan Review 346 Dear Mike: Your Site Plan Review application was administratively approved by the Department of Planning Services on May 8, 2001. This office has had numerous conversations with you concerning this site and the requirements for completing the process. Our records indicate that the paper plats as approved are to be amended. With the changes to the drawings as discussed, you may submit the mylars for recording. Further, County Staff is awaiting the revised Improvements Agreement submittal for review and approval. As is indicated on this form, there are five types of collateral acceptable to the County for the Improvements Guarantee. Arrangements should be made to submit both the Improvements Agreement and Collateral to this office prior to scheduling a collateral hearing. Please note Condition of Approval 4.C that states "Site Plan Review Plat shall be prepared after the Site Plan Review application is approved. The plat shall be submitted to the planner and be ready for recording at the Weld County Clerk and Recorder's Office within 30 days of approval. The plat shall meet all requirements of Section 23-2-160 and Article II, Chapter 27 of the Weld County Code." Planning Services Staff is aware of the difficulty and associated delays in meeting the Conditions of Approval normally associated with land use cases, and is willing to work with you in completing your request. Please notify the Department of Planning Services, in writing, within 10 working days of receipt of this letter stating your time frame for completing Site Plan Review 346. Should you have any questions or need further information, I may be reached at the above address, telephone number or e-mail address. Sincerely, r'\_ Kim Planner File:SPR 346 Weld County Planning Department rlREELEY OFFICE rat(fit t� t"^,,Y 2 3 2002 MEMORANDUM- ao._ 0 TO: Kim Ogle, Planner III DATE: May 21, 2002 C FROM: Donald Carroll, Engineering Administrator /Mt • COLORADO SUBJECT: SPR-346, Eckstine Electric Company In my previous memo dated May 2, 2002, I indicated that the proposed building and concrete parking lot should be included in the Exhibit"A" portion. The applicant responded by including the 15" PVC outlet, parking base, and concrete parking to the Exhibit "A" portion. All three items appear to be adequate. The applicant shall resubmit the Exhibit"A"portion of the Improvements Agreement for review and approval prior to scheduling for a collateral hearing. pc: SPR-346 file M:\W PFILES\DON-C\spr-7.wpd May 13 02 04: 05p Eck ./ ine Electric CO 970,,,85-2821 p. 3 __ U5/).7,/02 14:22 FAX 970 304 6498' - WELD PLANNING 0003• EXHIBIT"A" Name of Subdivision L:,t.i'�T'i'u< . [%rt't'>'r" or Planned UnitDevelopment: FC✓:m ki t • • Filing: .;('R- ,`,ate •a, — Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this Subdivision or PlannedUnit Development the following improvements. (Leave spaces blank where they do not apply) Estimated Unit Cost Construction Cost 7m *mac^; a, . / q Z 72 , Site lKadinP tau Pu':,uv N.....csi u r., h ire' �; Street zradine s. 2 <f DO r : M Pt<ian- sstgrbase F :,:, o R:. �cJ1ei / 2— ' O o p (� S�Pi�ayirk r v t �t y .. , :.,., , ..A. • e E PI' 1`�I Curbs, nutters and culverts Sidewalk Ve 1 to IA.-risers _ 1 I D i, Storm sewer facilities Y pp.tr Detention ponds { • Ditcb'immrovemen j j ar� Suhsurt ee drainage : Sanitcrs Trunk and corced lines I I Wins - l Literals (house connected) 000 p p ,� i i j On-site sewa¢c facilities jl On-site water sulroly and stop e Water mains(inc)udes bore) I Fire hydrants t 1I $urvcy and street monuments and Imps1 Street lighting j0 j Fie sums `Jr CO �- LandFencing requirements_ S(O - Landscaping park improvements Road culvert Grass lined swale Telephone Gas Electric Water transfer SILK-TOTAL: Engineering and Supervision Costs$_ 5-00 i (Testing,inspection,as built plans and work in addition to preliminary and final plat; supervision of actual construction by contractors) �� TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISIO $Z`+ , '✓`� 9 immvein ga Lmwswh,• ona,MPNOVAcRL! ci ) May 13 02 04: 05p Eckpysine Electric CO 970,S85-2B21 p. 2 L CK'TINF Electric Company Electrical Contractors May 13, 2002 Weld County Dept of Planning Services Re: SPR-346, Eckstine Electric Co. Attn: Kim Ogle In response to the memorandum of the exhibit A portion. Please see attached Exhibit "A" revised cost work sheet. I misunderstood what you wanted for costs on exterior grading, paving, and septic work. 1.The retention pond does have the concrete outlet structure with a 15 inch pvc drain pipe included in the cost. 2.1 have included the cost of the site grading, base fill and concrete. 3.Apparently Cecil Crowe with High Plains Engineering misunderstood what was required for the handicap access. If the 4 ft of access is not required from wcr 25 1/2 along the driveway to our building then it will be eliminated. Only access at the parking lot designated area will be used. Please call if you need additional information. Sincerely, Mike Eckstine 13739 W.C.R. 251/2 - Platteville, Colorado 80651 970-785-0601 • 303-654-1576 • 970-785-2821 n FAX TRANSMISSION COLORADO WELD COUNTY DEPARTMENT OF PLANNING SERVICES FAx: 970-304-6498 PHONE: 970-353-6100, EXT. 3540 To: Michael Eckstine Date: May 11, 2002 Eckstine electric Company 13739 Weld County Road 25.5 Platteville, CO 80651 Fax: 970 785 2821 Pages: 3, including cover Phone: 970 785 0601 From: Kim Ogle /I/o Planner Ill � • kogle@co.weld.co.us Subject: Improvements Agreement Questions from Public Works COMMENTS: Mike, Please respond in writing to the enclosed memorandum. If you need any further information, please feel free to contact me at the above telephone number or e- mail address. CONFIDENTIAL This facsimile is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged confidential,and exempt from disclosure under applicable law. If the reader of this facsimile is not the intended recipient nor the employee or agent responsible for delivering the facsimile to the intended recipient,you are hereby notified that any dissemination,distribution,or copying of this communication is strictly prohibited. If you have received this communication in error,please notify us immediately by telephone and return the original message to us at the above address via the U.S.Postal Service. Thank you. Weld County Planning Department .raCt GREELEY OFFICE MAY 6 2002 MEMORANDUM RECEIVED ignitTO: Kim Ogle, Planner III DATE: May 2, 2002 e FROM: Donald Carroll, Engineering Administrator COLORADO SUBJECT: SPR-346, Eckstine Electric Company The Weld County Public Works Department has reviewed the Exhibit A for the transportation portion of the Improvements Agreement According Policy Regarding Collateral (private road maintenance) and have the following questions: 1. In the retention pond dollar amount, is the outlet structure and the 15-inch diameter reinforced concrete pipe included in that total? 2. The applicant indicated on the plat the proposed building and concrete parking area. Should there be site grading, street base, and concrete included if it is proposed on site? If so, the estimated construction costs need to be applied to the Exhibit A portion. 3. The four-foot handicap access is adjacent to the access and the parking lot to the building. Usually the handicap access is from the designated parking area into the building and not the entire length of the access road in the parking lot. Clarification is needed on this issue. 4. Please have the applicant respond to the above items and resubmit if appropriate. pc: SPR-346 file M:\W PFILES\DON-C\spr-5.wpd • EXHIBIT"A" Name of Subdivision or Planned Unit Development: E C i<STi i.1 E E c-ra-t cot-41.47,J`( Filing: S P R— 34(0 Location: _ \Jcie— Z5.S/UIS • 85— Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this Subdivision or Planned Unit Development the following improvements. (Leave spaces blank where they do not apply) Estimated Construction Cost Improvements Unit Cost Site grading rt 0 PusciD P,A\ 11►I c.� ale~ Street grading �o r Street base Pito P fi'>C t3 13��ti�r N P*i.u,;J(-L Stfcet rtvirtr7 P o2.1C r 1J L. Lo Y - co c r t Tc Curbs. gutters,and culverts Sidewalk Storm sewer facilities ') 000 .•- Retention ponds Ditch improvements Subsurface drainage Sanitary sewers Trunk and forced lines Mains Laterals (house connected) 2 d D 0 � On-site sewage facilities On-site water supply and storage Water mains (includes bore) Fire hydrants Survey and street monuments and boxes Street lighting z ' ' ,Street signs Fencing requirements .c Ce Landscaping Park improvements Road culvert Grass lined swale Telephone Gas Electric Water transfer SUB-TOTAL: Engineering and Supervision Costs$ 5-00 i(Testing,inspection,as-built plans and work in addition to preliminary and final plat; supervision of actual construction by contractors) C TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISION $ /O 9j G, Revised 01/082001 9 MAW ITILES1W EMDI1PRI V ATEROADIM PRO V AGREE DEPARTMENT OF PLANNING SERVICES 111111 1555 N. 17TH AVENUE • O GREELEY, COLORADO 80631 WEBSITE: www.co.weld.co.us E-mail address: kogle@CO.WeId.CO.US • PHONE (970) 353-6100, EXT.3540 COLORADO FAX(970)304-6498 May 8, 2001 Michael Eckstine Eckstine Electric Company 13739 Weld County Road 25.5 Platteville, CO 80651 Subject: Request for early release of footer and foundation permit Site Plan Review (SPR 346) Dear Mr. Eckstine: The Department of Planning Services reviewed your request for early release of footer and foundation permit and determined that a release of any building permit may be premature given the concerns of the proposed and existing site improvements meeting the setbacks and offsets to the existing property lines. Please refer to the enclosed aerial photograph of the property that includes the parcel boundary (the faint green line). Staff will revisit this request when evidence is provided ascertaining that all structures are in compliance with the Industrial Zone District designation specific to the improvements associated with this site. Also included under this cover are staff comments for the above referenced property. Please contact the specific referral agency concerning their comments. Should you have any questions or need additional information, I may be reached at the above address, telephone number or e-mail address. Sincerely, Kim O Planner II enclosure: SPR 346 Weld County Planning Department GREELEY OFFICE KitMAY 2 2002 MEMORANDUIVIZEC EWED ipTO: Kim Ogle, Planner III DATE: April 30, 2002 C FROM: Donald Carroll, Engineering Administrator COLORADO• SUBJECT: SPR-346; Eckstine Electric Company On April 30, 2002, I met with the applicant, Mike Eckstine, at his office. In reviewing the drawings the applicant most recently received, I clarifyed on the drainage study that the outlet pipe now will be directed south from the retention pond and not on to WCR 25.5. The drainage report was submitted by Cecil R. Crow, a professional engineer and land surveyor. This drainage was signed and stamped, and it meets the requirements for the drainage study. The driveway has been widened to accommodate two-way traffic. A double gate has been installed. The ADA access ability is shown on the plat drawing. The parking lot is concrete to accommodate wheel chair accessibility. The secondary access from to U.S. Highway 85 has been closed with a cable hand log barricade to discourage any access from that point. These are the four items address in Diane Houghtaling's memo dated April 12, 2001. All four items have been completed to my satisfaction. I recommend approval of SPR-346 for the transportation portion. pc: SPR-346 M:\W P FI LE S\DON-C\spr-1.W P D SITE PLAN REVIEW APPLICATION Application Fee Receipt Number Case Number Recording Fee Receipt Number Application Checked By Planner Assigned to Case TO BE COMPLETED BY APPLICANT: (Please print or type, except for necessary signature). LEGAL DESCRIPTION OF PROPERTY: NE} NW} SEC 30T3NR66W (Attach separate sheet if necessary) PARCEL NUMBER: (12 digit number found on Tax I.D. Number or obtained in the Assessor's Office. PROPERTY ADDRESS(if available) 13739 WCR 251 Platteville, CO 80651 PRESENT ZONE I1 OVERLAY ZONES TOTAL ACREAGE 2 PROPOSED USE Office and Warehouse for Electrical Contracting Business PROPERTY OWNER: Name: Michael 0. Eckstine & Marvin G. Koeltzow Address: 13739 WCR 251 City Platteville Zip 80651 Home Telephone 303-651-7442 Business Telephone 970-785-0601 APPLICANT OR AUTHORIZED AGENT(if different than above): Name: Michael 0. Eckstine Address: 1314 HWY 66 City Longmont Zip 80504 Home Telephone 303-651-7442 Business Telephone 970-785-0601 I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with or contained within the application are true and correct to the best of my knowledge. Signature: Owner cr u/ Agent 9 r1 4 � Notice of Inquiry 'gime Inter governmental Agreement Development Area COLORADO Date: t& InctA Planner: V- E`JCri Town Referred to: \7Lj,fri EV\L.tE Name of Person �' ece t21c Inquiring: tAt&W,Leti rec.1G5tlwG 1110-7g5 040 Type of Inquiry ?M-51op UC" Ei>cani4 b &(r15vua≤ Property Owner M , oa 1,1O way yc L i-zpv\1 Legal Description: et- uYJ4 ao-y , s yry : 137l YVGt2 Major Crossroads: - r U W t-n_ "25 )(2 The above person inquired about developing a parcel of land inside your designated intergovernmental agreement area. This person has been referred to the Town/City to discuss development options on this site. Weld County Comments:_-.:C.X-5.1-WAS flit PL.../S4,1 cem etv � N5i T C .snuL, rA �12j , s C>C� t`l�W tc 1 W NstptA9-ei r stilly.- - .'1bY4-t gbutafitA_C N 1 A--12_6+- Town/CityComments: Signat of Weld County Planner Signature of Town/City Representative +Weld County Planning Department +1555 N. 17th Avenue, Greeley, CO 80631 + (970)253-6100,Ext.3540)+(970)304-6498 Fax n SITE PLAN CERTIFICATION I hereby certify that the uses, buildings, and structures located on: NE} NW} sec 30T3NR66W are (legal description) designed and will be constructed and operated in accordance with the applicable performance standards and district requirements for the Z1 zone district as stated in the Weld County Zoning Ordinance and in accordance with any conditions imposed by the Board of County Commissioners at the time the property was zoned or rezoned. I understand my failure to comply with the performance standards and/or any conditions could result in the County initiating a compliance action against me. Sgn fPr 9. � e ignature of Property Own The foregoing instrument was subscribed and sworn to before me this c5O tIn day of J(a-�.ka_o-r-- ,NIA a(3ol, by Mo . ;n G. Koe.-9--Zc3 • WITNESS my hand and official seal. RENEE McENTEE NOTARY PUBLIC My Commission expires: Our. n, ar r)`-I STATE OF COLORADO My COmmlasion Expires October 19,2004 a , - . Mc C•tiff.,--r Notary Public 10 6 ;Nt.,,:, DEPARTMENT OF PLANNING SERVICES ' PHONE (970)353-6100, EXT 3540 FAX (970)304-6498 1555 N. 17TH C. GREELEY, COLORADO 80631 E COLORADO March 28, 2001 Michael Eckstine 13739 WCR R 25.5 Platteville, CO 80651 Subject: SPR-346 -Site Plan Review for an Electric Contracting Business in the I-1 Industrial Zone District on a parcel of land described as SE4 SW4 of Section 30, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado. Dear Mr. Eckstine: Your application and related materials for the request described above are complete and in order at this time. Our Department will be processing the Site Plan within 45 to 60 days upon receipt of the application. You will be notified by this office at the end of the review period regarding the site plan. It is the policy of Weld County to refer an application of this nature to any town or municipality lying within three miles of the property in question or if the property under consideration is located within the comprehensive planning area of a town or municipality. Therefore, our office has forwarded a copy of the submitted materials to the Platteville Planning Commission for their review and comments. It is recommended that you and/or a representative be in attendance at the Platteville Planning Commission meeting to answer any questions the Commission members may have with respect to your application. Please call the Town of Platteville at 970-785-2245,for further details regarding the date, time, and place of the meeting. If you have any questions concerning this matter, please feel free to call or visit our office. Sincerely, Kim Og Planner � n CKSTINF Electric Company Electrical Contractors March 21, 2001 Department of Planning Services 1555 North 17th Ave Greeley, CO 80631 To whom it may concern, This letter is in regards to the Application Requirements for the Site Plan Review, for the warehouse addition for Eckstine Electric Co. in Platteville, Colorado. Enclosed is all of the forms in order as requested on the Site Plan Review Procedural Guide, with the exception of the information below. Item #4: N/A Item #5: N/A Item #6: Eckstine Electric Co will be using this addition for the sole purpose of storing electrical merchandise and equipment used for the completion of Company related jobs and 4 new offices. Item #7: Attached is a building Permit issued by the Town of Platteville stating the installation of a 2" water line, %" water tap and meter to serve the property. Item #8: Attached is an application from the previous owner along with the drawing of where it is located. Item #10: There will be a total of 6 full-time employees and 3-office project Managers that will use it part-time. Item #11: Set backs are shown on the site plan. Item #13: No signage planned at this time. Item #14: As shown on site plan review map. Item #15: As described in attached drainage report. Item #16: Off-street parking will remain as it exists. The concrete south of the existing building is the designated parking. 13739 W.C.R. 25/ • Platteville, Colorado 80651E 970-785-0601 • 303-654-1576 • Fax 970-785-2821 CKSTINE Electric Company Electrical Contractors Item #17: No change to existing driveway. Item #18: Area has sufficient loading area. No change to existing area for use. Item #19: No change for existing paved access. Item #20: Will continue to use Weld County to use Weld County Road 25 'A, which is a paved road, for access to a paved driveway to existing property. Item # 21: No new access to the site is planned. Item #22: Access from property is on to Weld County Road 25 '/, which has a low volume of traffic. Item #23: The trash collection that Eckstine Electric is currently using is B & C Refuse out of Platteville, CO. They provide us with a Dumpster. They also advise us of where the Dumpster is located. Item #24: Eckstine is an Electrical Contractor. Once we are operational none of the following list is applicable to the company, Noise, Air Quality, Water Quality, Radiation and Radioactive Material, Heat. When we are operational the two remaining, Glare and Property Maintenance will be followed. If you have any questions please call Mike Eckstine, Marvin Koeltzow or Dave McEntee at Eckstine Electric. Sincerely yours, Marvin Koeltzow Corporate Secretary rte' Road File r RE: Other Case No._ APPENDIX B WELD COUNTY ROAD ACCESS INFORMATION SHEET Weld County Public Works Department Date: 1 l 11 H Street, P.O. Box 758, Greeley, CO 80632 Phone: (970 )356-4000, Ext. 3750 Fax: (970) 304-6497 I. Applicant Name M tell/Mt a FC-1.1 ST/ ve Phone 9 7O - 78S' Co of Address 13 731 vie/Z 2.s t/tt City PC ATfEVI Lt a State C flip SOG_5-' 2. Address or 14�cation of access 5/9 't 1 e Section Township 3 ii Range 4,Lo LV Subdivision Block Lot Weld County Road # 2 S 77— Side of Road Distance from nearest intersection �1 W M/L.LG 3. Is there an existing access to the property? Yes j( No #of accesses 19lV C 4. Proposed Use: Permanent O Residential/Agricultural O Industrial O Temporary O Subdivision Commercial O Other **.***tttiMittttirttttttiRt******ttrtttt***,******.*tttttt ttttttttttttttttttttttttrtrttttttttkttitttitttttrtttt 5. Site Sketch Legend for Access Description: ?roP �y ` �` AG= Agricultural rgt"'' RES = Residential • Q jC O&G= Oil& Gas CO D.R. = Ditch Road O = House Q O = Shed INCR i-I.Ny gs- 2511L ikrtt tit R4 tt..**„tiiti hiii ttttit ttrtrt*******s**********.**w.****.**,**********.***********,************ti rtiR OFFICE USE ONLY: Road ADT Date Accidents Date Road • ADT Date Accidents Date Drainage Requirement Culvert Size Length _ Special Conditions J .r.;inlltnion authorized J Inio7'n'.u: snt li/2 ecy i I 2 S y 1 I i I ‘2,1' VI ?\\; I \O �� pp I aQ Neu) Rdld'rL or- kit I I -S070 111 igx,�1 -Deer ryp f ount.eml it F 1 'VA,'l 1 I ____-._.__Y._j__4')IY lyXly I Drier N-/Y i' 3076 5,00 1SO ' i ) N I`1 L` 1i IjI I Joulh Et VCtion Weld County Planning Department GREELE`( OFFICE JUN 2 5 2002 Electric •r#tpany Electrical Contractors RECEIVED June 20, 2002 Weld County Dept of Planning 1555 N. 17th Ave Greeley, Co 80631 Attn: Kim Ogle Re: Site Plan review 346 Dear Kim: On 6/19/02, I submitted the Improvements Agreement and collateral in the form of a bond. Also submitted were the required mylar prints. All items were submitted at the Del Camino branch office. This should complete all outstanding issues that the planning department requires. If not please advise me as to anything else that is needed. V ike Eckstine 13739 W.C.R. 25 '/: • Platteville, Colorado 80651 970-785-0601 • 303-654-1576 • 970-785-2821 n � lectrie`-ompany Electrical Contractors April 16, 2001 Weld County Planning Dept. Department of Planning Services 8 2001 Attn: Mr. Kim Ogle 1555 N 17th Ave E C E I V E D Greeley, Co. 80631 RE: Request for release of F&F permit Dear Sir: I would like to ask for an early release on a footer and foundation permit for our proposed building. I believe all information necessary has been submitted for planning and the permit process. �7 Sincer ckstlne 13739 W.C.R. 25 '// • Platteville, Colorado 80651 970-785-0601 • 303-654-1576 • 970-785-2821 �� %-- .Nigh Plains Engineering g ii +•c 735 Denver Avenue • Fort Lupton CO 80621 \I►! Phone 303-857-9280 • Fax 303-857-9238 SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS Prepared For: Eckstine Electric 13739 WCR 25.5 Platteville, CO 80651 Job Site Located At: 13739 WCR 25.5 Platteville, CO Weld County January 12, 2001 JOB # 00-0730 _z___, ..:. nfr Cecil . Crowe, PE and LS 12",.30• X2330 7—/Z-97 `•`P E a L 5'' PURPOSE: This report reflects a soil and foundation investigation from soil borings to determine the subsurface soil identification, and to determine the physical characteristics of the soil for a suitable foundation design. The foundation is to support a single story steel building. LOCATION AND SITE CONDITIONS: This report represents the results of the data obtained during the subsoil investigation for the proposed steel building at 13739 WCR 25.5, Platteville, Weld County, CO. The site is presently occupied with an existing steel building . The site is reasonably level with slopes of 0.5% to the West. The lot appears to be well drained with no erosion evident. The depths of foundation construction are anticipated to range from two (2) to seven (5) feet below grades that existed at the time of this investigation. It is anticipated that final grades may be adjusted to accommodate drainage and construction depths. It is recommended that we review the final grading plan to determine if any revisions to the recommendations presented in this report are necessary. SUBSOIL CONDITIONS: Two, four inch diameter holes were drilled to a depth of fifteen feet at the building site on December 4, 2000, as shown on the attached site map. Samples of the soil were taken at two-foot intervals. These samples were analyzed in the field and laboratory to determine the characteristics of the soil for identification and foundation design. In general, the soil profiles in test holes #1 & #2 indicate a Well Graded Sand (SW) material to a depth of 15 feet. The Standard Penetration Test similar to ASTM D1586 showed 16 blows for 12-inch penetration, at a depth of 4 feet and 17 blows for a 12-inch penetration at a depth of 9 feet. No free water was encountered during the drilling operation. One-dimensional swell/consolidation tests were performed on selected samples to evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock strata. These tests indicated a consolidation potential of 0.5% at a depth of 4 feet, and a consolidation potential of 0.8 % at a depth of 9 feet. The soils in this report were classified using the American Society of Testing Materials (ASTM) procedures. All loose and disturbed soil shall be removed before placing of the concrete for the foundation. The bottom of the foundation shall be a minimum of three feet below final grade for frost protection and below any organic material. FOUNDATIONS RECOMMENDATIONS: The Well Graded Sand (SW) material has a bearing strength of 2000 psf and an equivalent liquid pressure of 30 psf. We recommend the use of a spread footing reinforced to equalize soil pressures, due to the low consolidation- swell potential of the analyzed soils. The following comments are additional recommendations for the foundation construction. SLAB ON GRADE CONSTRUCTION: 1. Where slabs-on-grade are chosen and the owners are willing to accept the risks associated with slab movement, the following recommendations should be followed: a.) Interior slabs should be constructed to be "free floating." The slabs should be isolated from all structural components and utilities which penetrate the slab. Isolation may be achieved with V2 inch isolation material or by sleeving. b.) Eliminate under slab plumbing where feasible. Where such plumbing is unavoidable, it should be pressure tested during construction to minimize leaks, which would result in wetting of the sub soils. c.) Place the slab directly on the undisturbed natural soils, or well compacted fill soil. Do not place a gravel layer under the concrete slab, unless specified by the foundation engineer. Slabs should be reinforced with wire mesh or fibermesh to help control crack separation. d.) To avoid settlement and distortion of exterior slabs due to improper compaction, we recommend that concrete slabs should be doweled to the foundation wall. The slab should be reinforced as necessary for the span involved. 2. Provide frequent scoring of the slabs to provide joints for controlled cracking of the slab. Control joints should placed to provide approximate slab areas of 150 square feet. The depth of sawed control joints should be '/4 of the slab thickness. 3. A minimum void or clear space of 1' inches should be provided at or near the bottom of all non-bearing partitions. In finished room areas, all drywall and paneling should be stopped approximately 1' inches above the top of the slab. This will allow some space for upward movement of the slab before pressures are applied to the wall and upper levels of the structure. The builder should provide a '/s inch space at the bottom of all doorjambs to allow for limited movement of the floor slab. The owner is hereby notified that it is their responsibility to maintain these void spaces. 4. Proper drainage away from the foundation walls should be provided. A minimum slope of 12 inches in the first 10 feet out from the building is recommended. Roof downspouts and sill cocks should discharge into long concrete splash blocks (5 feet long) or into metal gutter extensions to deposit runoff water beyond the limits of the backfill soil near the foundation walls. The foundation and retaining walls should be well cured, damp proofed, and well braced prior to backfilling. 5. Steel reinforcement will be required in the footings and foundation wall. This will give the walls beam strength to span or bridge over any loose or soft pockets of soil not found in our exploratory holes or that may develop during construction. This should also help prevent any differential movement of the foundation system. r• CONSTRUCTION DETAILS: In any soil investigation, it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in the field and laboratory testing. The accompanying design is presented using best professional judgment based on the limits of the extent of testing commissioned by the client. Our experience has been that at times, soil conditions do change and variations do occur. These may become first apparent at the time of excavation for the foundation system. If soils conditions are encountered which appear different from the test borings as presented in this report, it is recommended that this office be called to inspect the open excavation prior to placing the footings. This inspection is not part of the report. The foundation and retaining walls should be well cured and well braced prior to backfilling. DISCLAIMER: THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING, INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON SITE. SITE MAP X i` r f >` y� yr_ k so- 33 7� b `.n LEGEND Co mate Tc ��/ ✓� • - Percolation Holes X - Percolation Profile Hole Q- Soil Profile Hole • OO V 0o 1 O0 O 2 O 0 3 U BL0WC0UNTS 1sn2 - (- 4 � 5 00 CJu 6 007 CID 8 WELL GRADED SAND (SW) Or BL0WC0UNTS 17/12 Do 9 00 10 d '- O0 11 12 OQ 0 o • 13 riO Q° 14 O • 15 SOIL PROFILE SOIL TESTING SUMMARY 12% 10% 8 % I 6 % • O a 4 % in 2 % O wAi to O J 0 _ - cn cn H- '2 z W 0 w"4 % EL -6 % _ I _ - 8% _ -10% � I -12% - - - 100 500 1000 2000 3000 10000 LOAD (PSF) HOLE# DEPTH L.L P.L P.I %SWELL %CONSOLIDATION REMARKS ten 6 tan? Alb� -P/ills S4WD ( S . i or v I-weIt .1'u L.0 2 �j I h w.i - P/. be HIGH PLAINS SWELUCONSOLIDATION TEST RESULTS JOB NO.010-0-9,0 ENGINEERING 735 DENVER AVE. PROPERTY AT: (1 731 w c /e cc r DATE: i=lZ-o/ FT.LUPTON, CO 80821 PHONE:303-857-9280 PA wide, ec DRAWN: x FAX:303-557-9238 tOGT/ CHECKED: � ` ,.Nigh Plains Engineering Th 736 Denver Avenue • Fort Lupton CO 80621 Phone 303-857-9280 • Fax 303-857-9238 DRAINAGE REPORT PREPARED FOR: Eckstine Electric 13739 WCR 25 'h Platteville, CO JOB SITE LOCATED AT: 13739 WCR 25 1/2 Platteville, CO January 11, 2001 Revised: December 31, 2001 Job # 00-0730 Todd M. Schroeder, P 314833548 jos 111�•YZ�/'-`1/ ••�{y i 111 OFt•••y_•d••" n TABLE OF CONTENTS SITE DESCRIPTION Page 2 PURPOSE OF STUDY Page 2 PROJECT DESCRIPTION Page 2 / 3 DRAINAGE BASIN Page 3 HYDRAULICS Page 3 HYDROLOGY Page 3 CONCLUSION Page 3 APPENDICES Page 4 /5/6 ... Page 1 n SITE DESCRIPTION: This project was completed for the proposed site development and construction of an additional steel building at 13739 WCR 25 1/2, Platteville, Weld County, CO. PURPOSE OF STUDY: The drainage study was prepared for this site to drain as much of the storm water on the entire site to a storm water detention pond located on the West side of the site. This pond will discharge from the west end into a 15-inch RCP pipe that will drain to the south under the driveway. This drainage study was performed in accordance with the "Storm Drainage Design and Technical Criteria Manual" - Adams County, Colorado. PROJECT DESCRIPTION: The project site contains approximately 2.05 acres and is presently occupied by an existing steel building and outside storage area. The soil for this site has a hydraulic classification of"C", where low to moderate runoff volumes in its historic state can be expected. The initial development of this project will consist of one existing steel building, with plans of an addition to the West of this building in the future, and an addition to the East of the existing steel building to be built as soon as possible. The site also has paved driveways and landscaping areas as shown on the attached site map. The area will be 42,684400 sq. ft. for the existing and future buildings and paved drive areas. The site will be 33,654 sq. ft. for the landscaped area and 12,960 sq. ft. of gravel area. The total area is approximately 89,298 sq. ft. for the entire site. The composite percent impervious for the area is 55%. All runoff from the areas shall be directed to the detention pond located on the West side of site, (see attached site map). The detention pond will release at the 10-year and 100-year historic rates into the proposed 15-inch RCP pipe, which will drain to the south into the east roadside ditch along WCR 251/2. Page 2 DRAINAGE BASIN: The proposed development of the area has one basin. Surface runoff from onsite areas other than the designated watershed shown on the attached map is considered to be historic flow. The historic flow will continue to infiltrate into the surface as it has in the past. There are no significant off-site watersheds that would contribute runoff to this project. HYDRAULICS: The outlet structure will have a 6-inch orifice to control the 10-year storm, and an 8-inch orifice to control the 100-year storm. A 15-inch RCP pipe will carry historic flows to the east ditch of WCR 251/2. HYDROLOGY: The flow from the site will sheet flow across the paved drive areas to the detention pond. The storm runoff will drain into the detention pond located on the West side of the site. The detention pond will have an outlet structure to control the release rates and flow to the east ditch of WCR 251/2. The water will flow to the south through a 24-inch pipe under an in road and then passes under WCR 251 in a cattle pass and flows west. CONCLUSION: This drainage plan attempts to minimize the impact of the development of this project on the surrounding properties. There will be a negligible increase in storm flows from this site. The drainage plan proposed herein should effectively contain and control these flows at or below historic rates. Page 3 n � APPENDICES: Drainage Study Computations: Areas: Landscaped Area = 33,654 sq. ft. @ 10% Impervious Gravel Area = 12,960 sq. ft. @ 40% Impervious Buildings/Paved Area = 42,684 sq. ft. @ 95% Impervious Total Area = 89,298 sq. ft. Building Area & Paved Area Imperviousness: = (42,684 sq. ft.) 95% + (33,654 sq. ft.) 10% + (12,960 sq. ft.) 40% 89,298 sq. ft. = 55% Use Hydraulic Soils Group "C": Allowable Release Rates For Soil Group C: 10 year = 0.30 cfs/acre x 2 acres = 0.6 cfs 100 year = 1.00 cfs/acre x 2 acres = 2 cfs From the Adams County Storm Drainage Manual: K100= (1.78 I — 0.002 12 — 3.56) / 1000 (Equation No. 1405) K100 = (1.78 (55) — 0.002 (55) 2 - 3.56 / 1000 = 0.0883 100 year storage vol. = 0.0883 (2.05 acres) = .1810 acre/feet = 7,884 cu.ft. Page 4 n K10= (0.95 I - 1.90) / 1000 (Equation No. 1406) Kio= (0.95 (55) - 1 .90) / 1000 = .0504 10 year storage vol. = 0.0504 (2.05 acres) = 0.1032 acre/feet = 4,496 cu. ft. 10-Year Orifice Size: A = Q / (Ca./2ghio ) A = 0.60 / (0.65 4(2)(32.2)(1.2) ) A = 0.10500 sq. ft. x 144 in./sq. ft. = 15.12 sq. in. II r2 = 15.12 r2= 4.81 r = 2.19 D = 4.38" use 6 " Orifice 100 Year Orfice Size: A = Q / (Ca 12ghioo) A = 2 / (0.65 ,/(2)(32.2)(1.4)) A = 0.324 sq. ft. x 144 in./sq. ft. = 46.66 sq. in. II r2 = 45.66 r2= 14.85 r = 3.85 D = 7.71" use 8" Orifice Weir Flow @ 2' x 2' Weir Q = CLH3/2 Q = (3.4)(8 ft.)(0.3 ft.)3/2 Q = 4.47 cfs Check: 2 cfs < 4.47 cfs o.k. Page 5 r•—•. n Pond Sizing: . Elevation Area Vol. Cu. Ft. Cumulative Vol. (cult) 96.0 4337 97.0 6115 5200 5200 98.0 8265 7163 12,363 * Volume Required = 7,884 cu. ft. < 12,363 cu. ft o.k Page 6 D-107 DATE DESIGN SHT. of RTE. CO. LOC. AUTHOR JOB NO. SUBJECT CHK. eL v/777 on/-fin Fr vl r• (n o r 1414 .1 v 0 °r 7884 0 n WELD COUNTY, COLORADO, SOUTHERN PART 133 TABLE 14.--SOIL AND WATER FEATURES--Continued Soil name and Flooding I High water table Bedrock :Hydro- ; Potential map symbol I logic Frequency : Duration ;Months i Depth Kind ;Months Depth Hard- frost !group Ft ness action In 3611: Shingle ; D None --- --- >6.0 --- --- 10-20 Rip- Low. pable 37, 38 I B None ___ --- >6.0 --- 20-40 Rip- Low. Nelson --- pable 39, 40, 41 , 42,43 C None ___ ! ___ Nunn ! >6.0 --- --- >60 --- Moderate. 44, 45, 46, 47,48 B None ___ ; ___ >6.0 Low. Olney ___ --- >60 --- 49 A None ___ Osgood >6.0 --- --- >60 --- Low. 50, 51 , 52, 53- --- B None >6.0 --- --- >60 --- Lou. Otero 54, 55 B ;None to rare --- Paoli ! ; >6'0 --- --' >60 --- Moderate. 56, 57 --- >6.0 R C ;None --- --- --- 20-40 Rip- Lou. Renohill pable 58, 59 D None ___ --- >6.0 Shingle ! --- --- 10-20 Rip- Low. pable 50•• Shingle D ;None --- >6.0 --- --- 10-20 Rip- Lou. pable Renohill C None ___ ___ >6.0 --- 20-40 Rip- Low. pable i7'assel D None ___ --- >6.0 --- --- 10-20 Rip- Low. pable :2,63 B None --- >6.0 --- --- 20-40 Rip- Low. Terry pable '4, 65 C None Thedalund --- >6'0 -` --- 20-40 Rip- Low. pable )6, 67 ' C None ___ ! --- ; >6.0 Jim --- --- >60 --- Lou. ,941 A ;None IJstic , --- � >6.0 ___ ! --- >60 --- Low. Torriorthents .9, 70 i A None Valent ! ___ � >6.0 --- --- >60 --- Low. 111: Valent ; A None --- --- >60 --- Low. Loup I D Rare to Brief :Mar-Jun:+.5-1.5;Apparent;Nov-May >60 --- Moderate. common. . 2, 73, 74, 75, I ; 76, 77 ! B None ___ � � i >6.0 , --- � ___ >60 --- Low. Vona See footnote at end of table. l w �,, L 69cTh \ - Platteville h f 1 rc P.'s'', 21 A p W • a Qy 3 1Q 68 W' MIZPAN CEM-TERY 47 72 1 39 3 a]4 a. 24 1 ,13S.° {p �_ 68 0 60 -N.. 47 � 1lorry 1 Ye hi, g 56` `f: 68 5] 10 41 . 61 39 414 1 74 to _ , io • S � T` . . . n vo •.4m• : 63 69 IS13 39 I ee Q) 1 "S43. 70 " 25 • i q r'ii1 3 10 �� r w ,^ 74 ` Y 11 r1;'fY 57 �C r x 1 � `t�} ✓ �W • \ p{!'• c c\Cart h 1 �\% t 72 56 61 • �1 r 'rLr IW 1 lm7 1.y • \ ry+ 10 *� 39 i g � ( ply. t. d.., 72 pu I 66 32 64 21 51 35 10 • 3 F r � �. 'Uw. \\ ' .r 'X ry \ r «0.6 \'P $ ,� 1 21 73 ->` 1 1 21 4 •' " . 45 • It 52 ‘ 10 yr 57 '•ie,..fi8 J1.3 f 51 3 45 z .1' ` rl. > 6 atE�� 1 3 r... .ygc ..� +4" nrr F .. 1 38 t \i 3 a�i`YAgrv"^,n_'•7EF 21 { '.. n ADAMS COUNTY STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA CHAPTER' 14 DETENTION 14.1 INTRODUCTION The criteria presented in this section shall be used in the design and evaluation of all detention facilities. The review of all planning submittals (refer to Chapter 2) will be based on the criteria presented in this section. The main purpose of a detention facility is to store the excess storm runoff associated with an increased basin imperviousness and discharge this excess at a rate similar to the rate experienced from the basin without development. The value of such detention facilities is discussed in Section 3.3.6) Any special design conditions which cannot be define&by these CRITERIA shall_he reviewed by the Director of Engineering before proceeding with design. 14.2 DETENTION METHODS The various detention methods are defined on the basis of where the facility is constructed, such as open space detention, parking lot, underground or roof- top. The County permits all methods of detention except for rooftop (POLICY 3.3.6) . 14.3 DESIGN CRITERIA 14.3.1 Volume and Release Rates The minimum required volume shall be determined using the CUHP method or the following equations. These empirical equations were developed as part of the UD&FCD hydrology research program. The equations are based on a computer model- ing study and represent average conditions. One of the most difficult aspects of storm drainage is obtaining consistent results between various methods for estimating detention requirements. These equations will provide consistent and more effective approaches to the sizing of onsite detention ponds. For larger water sheds where the Colorado Urban Hydrograph procedure can be used (i.e., ±90 acres) , hydrograph routing procedures will be permitted in the design of these ponds, provided the historic imperviousness of two percent or less is used. Minimum Detention Volume: V s RA (Equation 1404) For the 100 year, 1'100 ` (1.781)- 0.00212 - 3.56)/1000 (Equation 1405) For the 10 year, R10 . (0.95I - 1.90)/1000 (Equation 1406) Where V - required volume for the 100 or 10 year storm (acre-feet) 14-1 ACSDDTC February 1989 I = Developed basin imperviousness (%) • A = Tributary area (Acres) The maximum release rates at the ponding depths corresponding to the 10 and 100 year volumes are as follows: ALLOWABLE RELEASE RATES FOR DETENTION PONDS - CFS/ACRE SOIL GROUP CONTROL FREQUENCY A B C & D 10 year 0.13 0.23 0.30 100 year 0.50 0.85 1.00 The predominate soil group for the total basin area tributary to the detention pond shall be used for determining the allowable release rate. Information on the soils in the County can be found in Reference 25. 14.3.2 Design Frequency All detention facilities are to be designed for two storm frequencies: the 10 year and the 100 year recurrence interval floods. 14.3.3 Hydraulic Design Hydraulic design data for sizing of detention facilities outlet works is as follows: 1. Weir flow The general form of the equation for horizontal crested weirs is: Q = CLH3/2 (Equation 1401) Where Q = discharge (cfs) C = weir coefficient (Table 1401) L = horizontal length (feet) H = total energy head (feet) Another common weir is the v-notch, whose equation is as follows: Q = 2.5 tan (0/2)H5/2 (Equation 1402) Where A - angle of the notch at the apex (degrees) When designing or evaluating weir flow, the effects of submergence must be considered. A single check on submergence can be made by comparing the tailwater to the headwater depth. The example calculation for a weir design on Figure 1403 illustrates the submergence check. 14-2 ACSDDTC February 1989 r-. n 2. Orifice Flow The equation governing the orifice opening and plate is the orifice flow equation: Q C/i (2gh)1/2 (Equation 1403) Where Q = Flow (cfs) Cd = Orifice coefficient A = Area (ft2) g = Gravitational constant = 32.2 ft/sect h = Read on orifice measured from centerline of orifice (ft) An orifice coefficient (C-sub d) value of 0.65 shall be used for sizing of square edged orifice openings and plates. 14.4 DESIGN STANDARDS FOR OPEN SPACE DETENTION 14.4.1 State Engineer's Office Any dam constructed for the purpose of storing water, with a surface area, volume, or dam height as specified in Colorado Revised Statues 37-87-105 as amended, shall require the approval of the plans by the State Engineer's Office. All detention storage areas shall be designed and constructed in accordance with these CRITERIA. Those facilities subject to state statutes shall be designed and constructed in accordance with the criteria of the state. 14.4.2 Grading Requirements Slopes on earthern embankments less than 5 feet in height shall not be steeper than 4 (horizontal) to 1 (vertical). For embankment heights between 5 feet and 10 feet, the slopes shall not be steeper than 3 (horizontal) to 1 (vertical) , but the horizontal distance of the slope shall not be less than 20 feet. For embankments greater than 10 feet in height, the slopes shall be such to maintain slope stability, but the horizontal distance of the slope shall not be less than 30 feet. Contact the Director of Engineering for additional requirements for embankments greater than 10 feet in height. All earthen slopes shall be covered with topsoil and revegetated with grass. Slopes on riprapped earthern embankments shall not be steeper than 3 (horizontal) to 1 (vertical). For grassed detention facilities, the minimum bottom slope shall be 0.5 percent measured perpendicular to the trickle channel. 14.4.3 Freeboard Requirements The minimum required freeboard for open space detention facilities is 1 .0 foot above the computed 100 year water surface elevation. 14.4.4 Trickle Flow Control All grassed bottom detention ponds shall include a concrete trickle channel or equivalent performing materials and design. Trickle flow criteria is presented in Section 7.4.2.6(a) , page 7-5. 14-3 ACSDDTC February 1989 14.4.5 Outlet Configuration Presented on Figure 1401 are two examples for detention pond outlet configu- ration. A Type 1 outlet consists of a grated drop inlet, outlet pipe, and an overflow weir in the pond embankment. The control for the 10 year discharge shall be at the throat of the outlet pipe under the head of water as defined on Figure 1401. The grate must be designed to pass the 10 year flow with a minimum of 50 percent blockage (i.e. , twice the 10 year flow). Since the minimum size of the outlet pipe is 12 inches, then a control orifice plate at the entrance of the pipe may be required to control the discharge of the design flow (see Section 14.4.2) . An example orifice plate is shown on Figure 1402. Other outlet configurations will be allowed, provided they meet the requirements of the permitted release rates at the required volume and include proper provisions for maintenance and reliability. The outlet shall be designed to minimize unauthorized modifications which effect proper function. A sign with a minimum area of 0.75 square feet shall be attached to the outlet or posted nearby with the following message: "WARNING Unauthorized modification of this outlet is a code violation and subject to the penalties as provided by law." The difference between the 100 year discharge and the surcharged discharge on the 10 year outlet is released by the overflow weir or spillway. If suffi- cient pond depth is available, the drop inlet and the grate can be replaced by a depressed inlet with a headwall and trashrack. Depression of the inlet is required to reduce nuisance backup of flow into the pond during trickle flows. The maximum trashrack opening dimension shall be equal to the minimum opening in the orifice plate. A Type 2 outlet consists of a drop inlet with an orifice controlled inlet for the 10 year discharge and a crest overflow and pipe inlet control for the 100 year discharge. The control for the 10 year discharge occurs at the orifice opening for the head as shown on the figure. The control for the 100 year discharge occurs at the throat of the outlet pipe as shown on the figure. How- ever, the difference between the 100 year and 10 year discharge must pass over the weir and therefore the weir must be of adequate length. The effective weir length (L) occurs for three sides of the box. To ensure the 100 year control occurs at the throat of the outlet pipe, a 50 percent increase in the required weir length is recommended. In addition, the outlet pipe must have an adequate slope to ensure throat control in the pipe. 14.4.6 Embankment Protection Whenever a detention pond uses an embankment to contain water, the embank- ment shall be protected from catastrophic failure due to overtopping. Overtopping can occur when the pond outlets become obstructed or when a larger than 100 year storm occurs. Failure protection for the embankment may he provided in the form of a buried heavy riprap layer on the entire downstream face of the embankment or a separate emergency spillway having a minimum capacity of twice the maximum release rate for the 100 year storm. Structures shall not be permitted in the path of the emergency spillway or overflow. The invert of the emergency spillway should be set equal to or above the 100 year water surface elevation. 14-4 ACSDDTC February 1989 i \is- High Plains Engineering P m torm4 735 Denver Avenue • Fort Lupton CO 80621 `IM Phone 303-857-9280 • Fax 303-857-9238 DRAINAGE REPORT PREPARED FOR: Eckstine Electric 13739 WCR 25 '/2 Platteville, CO JOB SITE LOCATED AT: 13739 WCR 25 %2 Platteville, CO January 11, 2001 4 12330 Cecil R. Crowe, P & LS 1 3304 2,21 •AE 8 LS, TABLE OF CONTENTS SITE DESCRIPTION Page 2 PURPOSE OF STUDY Page 2 PROJECT DESCRIPTION Page 2 / 3 DRAINAGE BASIN Page 3 HYDRAULICS Page 3 HYDROLOGY Page 3 CONCLUSION Page 3 APPENDICES Page 4 /5/6 Page 1 SITE DESCRIPTION: This project was completed for the proposed site development and construction of an additional steel building at 13739 WCR 25 '/2, Platteville, Weld County, CO. PURPOSE OF STUDY: The drainage study was prepared for this site to drain as much of the storm water on the entire site to a storm water detention pond located on the West side of the site. This pond will discharge on the West side of the pond to the East roadside ditch along WCR 25 1/2. This drainage study was performed in accordance with the "Storm Drainage Design and Technical Criteria Manual" - Adams County, Colorado. PROJECT DESCRIPTION: The project site contains approximately 2 acres and is presently occupied by an existing steel building and outside storage area. The soil for this site has a predominate hydraulic classification of"C", where low to moderate runoff volumes in its historic state can be expected. The initial development of this project will consist of one existing steel building, with plans of an addition to the West of this building in the future, and an addition to the East of the existing steel building to be built as soon as possible. The site also has paved driveways and landscaping areas as shown on the attached site map. The area will be 36,000 sq. ft. for the buildings and paved drive areas. The area will be 50,950 sq. ft. for the landscaped area. The total area is approximately 86,950 sq. ft. for the entire site. The composite percent impervious for the area is 45.19%. All runoff from the areas shall be directed to the detention pond located on the West side of site. (see attached site map).The detention pond will release at the 10 year and 100 year historic rates into the East roadside ditch along WCR 25 'h. Page 2 DRAINAGE BASIN: The proposed development of the area has one basin area. Surface runoff from onsite areas other than the designated watershed shown on the attached map is considered to be historic flow. The historic flow will continue to infiltrate into the surface as it has in the past. There are no significant off- site watersheds that would contribute runoff to this project. HYDRAULICS: The outlet structure will have a 6 inch orifice to control the 10 year storm, and an 8 inch orifice to control the 100 year storm. An 12" PVC pipe will carry historic flows to the East ditch of WCR 25 1/2. HYDROLOGY: The flow from the site will be carried by sheet flow and the paved drive areas. The storm runoff will drain into the detention pond located on the West side of the site. The detention pond will have an outlet structure to control the release rates to the East ditch on WCR 25 '/2. CONCLUSION: This drainage plan attempts to minimize the impact of the development of this project on the surrounding properties. There will be a noticeable increase in storm flows from this site, however the drainage plan proposed herein should effectively contain and control these flows at or below historic rates. Page 3 APPENDICES: Drainage Study Computations: Areas: Landscaped Area = 50,950 sq. ft. @ 10% Impervious Buildings/Paved Area = 36,000 sq. ft. (a 95% Impervious Total Area = 86,950 sq. ft. Building Area & Paved Area Imperviousness: = (36,000 sq. ft.) 95% + (50,950 sq.ft. ) 10% 86,950 sq. ft. = 45.19% Use Hydraulic Soils Group "C": Allowable Release Rates For Soil Group C: 10 year = 0.30 cfs/acre x 2 acres = 0.6 cfs 100 year = 1.00 cfs/acre x 2 acres = 2 cfs From the Adams County Storm Drainage Manual: Kim_ (1.78 I - 0.002 I2 — 3.56) / 1000 (Equation No. 1405) _ (1.78 (45.19) — 0.002 (45.19)2 - 3.56 / 1000 = 0.0728 100 year storage volume = 0.0728 (2 acres) = .1456 acre/feet = 6,342 cu.ft. Page 4 K10= (0.95 I - 1.90) / 1000 (Equation No. 1406) Kip= (0.95 (45.19) - 1.90) / 1000 = .0410 10 year storage volume = 0.0410 (2 acres) = 0.0820 acre./feet = 3,571 cu. ft. 10 Year Orifice Size: A = Q / (Cd1Wo ) A = 0.60 / (0.65 1(2)(32.2)(1.3) ) A = 0.10088 sq. ft. x 144 in./sq. ft. = 14.52 sq. in. H r2 = 14.52 r2= 4.62 r = 2.15 D = 4.29" use 6 " PVC Pipe 100 Year Office Size: ./2 A = Q / (Cdgnioo) A = 2 / (0.65 J(2)(32.2)(1.2)) A = 0.3500 sq. ft. x 144 in. / sq. ft. = 50.40 sq. in. II r2 = 50.40 r2= 16.04 r = 4.00 D = 8" use 8" PVC Pipe Weir Flow @ 2' x 2' Weir Q = CLH3/2 Q = (2.6)(8 ft.)(0.5 ft.)3/2 Q = 7.35cfs Check: 2 cfs < 7.35 cfs o.k. Page 5 Pond Sizing: Elevation Area Vol. Cu. Ft. Cumulative Vol. (cu.ft) 96.5 200 97.0 5544 1133 1133 98.0 7568 6530 7662 * Volume Required = 6,342 cu. ft. < 7662 cu. ft o.k Page 6 17 21 ,� F \ �--1-11:11( /' it� 7a\\`� � ?, IIJ :"..'68. 3 '� � MIZVAN 47• -1\ 47Ilt'z CEM TEF✓ \.. 72 N\N1 39 47 74 ]v yY, �� 74 3444,-1/2545.-'4'1,10.' 68 k Platteville .(41y I It I 24 \ 20 3 I a 60• 47 ax 1 a4 J. 56 • 68 5] 4 41 3 1 4 39 1 60 "' 61 to 2 • 0 10 e r . �� SITES fi�.t. Co �'.` 3 39 /44 70 a a, 25 ) ve e, 7a ° 3 t" 57 x. 10 • y �C° -ff u (jr.,:,... � <$ ll h 56 72 1 :, . 6861 k \o y `42 a' 39 t 72 51 32 •-F J" 3 6 68 64 3 0 51 yY 21 45 A- Y ] .. � • c___.,/\ S 21 3 1 21 4 40 C 4 -}- 52 ' 68 �45 i 3 02 ^ M \\1 / 71 } 57 / / imi,*q,qq 68 J • �'' W� ., 51 45 T 3 ra T " 1 ;; ° 5 ,4, ✓i d \s 3 �21 \� ..i. REFERRAL LIST NAME: Eckstine Electric Company CASE NUMBER: SPR-346 REFERRALS SENT: March 28,2001 REFERRALS TO BE RECEIVED BY:April 18,2001 COUNTY TOWNS and CITIES Attorney _Ault _X Health Department _Brighton Extension Service Broomfield Emergency Management Office _Dacono _X Sheriffs Office Eaton _X Public Works Erie _Housing Authority Evans Airport Authority Firestone _X Building Inspection _Fort Lupton _X Code Enforcement Frederick STATE Garden City Division of Water Resources Gilcrest Geological Survey _Greeley Department of Health Grover Department of Transportation Hudson Historical Society Johnstown Water Conservation Board Keenesburg Oil and Gas Conservation Commission Kersey Division of Wildlife: LaSalle Loveland Lochbuie Greeley Longmont Division of Minerals/Geology Mead FIRE DISTRICTS Milliken Ault F-1 New Raymer Berthoud F-2 Northglenn Briggsdale F-24 Nunn Brighton F-3 _Pierce Eaton F-4 _X_Platteville Fort Lupton F-5 Severance Galeton F-6 Thornton Hudson F-7 Windsor Johnstown F-8 La Salle F-9 Mountain View F-10 COUNTIES Milliken F-11 Adams Nunn F-12 Boulder Pawnee F-22 Larimer _X_Platteville F-13 Platte Valley F-14 FEDERAL GOVERNMENT AGENCIES Poudre Valley F-15 US Army Corps of Engineers Raymer F-2 USDA-APHIS Veterinary Service Southeast Weld F-16 Federal Aviation Administration Windsor/Severance F-17 Federal Communication Commission Wiggins F-18 Union Colony F-20 SOIL CONSERVATION DISTRICTS Brighton OTHER Fort Collins _School District Greeley Ditch Company Longmont West Adams Weld County Planning D'gt 'D 1 7 ?id0A �?E �, EIVED Weld Count Referral ' Y C. March 28, 2001 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Eckstine Electric Company Case Number SPR-346 Please Reply By April 18, 2001 Planner Kim Ogle Project Site Plan Review for an Electric Contracting Business in the I-1 Industrial Zone District. Legal SE4 SW4 of Section 30, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado. Location North of and adjacent to WCR 70; east of and adjacent to WCR 59. For a more precise location, see legal. Parcel Number 1211 30 000029 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan We have reviewed the request and find no conflicts with our interests. U See attached letter. Comments: /79 Signature % 04100/- Agency c t f�5 re Date I +Weld County Planning Dept. 41555 N.17th Ave.Greeley,CO.80631 4(970)353-6100 ext.3540 4(970)304-6498 fax 4 %: Apr 12 01 03: 21p Town Of Platteville 1/ 70) 785-2476 p. 2 i Weld County Referral CMarch 28, 2001 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant' Eckstine Electric Company Case Number SPR-346 Please Reply By April 18, 2001 Planner Kim Ogle Project Site Plan Review for an Electric Contracting Business in the 1-1 Industrial Zone District. • Legal SE4 SW4 of Section 30, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado. Location North of and adjacent to WCR 70; east of and adjacent to WCR 59. For a more precise location, see legal. Parcel Number 1211 30 000029 a The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan 111 We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments; Signature "A'": ` l l..- - �/t cx�(c� Y�o - Agency lctnrl ( _ r,g GQY1kcs t h(l Date *Weld County Planning Dept._+11555 N.17th Ave.Greeley,CO.80631 +(970)353-6100 exL3540 +(970)304-6498 fax t 464Fittrmot" ia° Ydetd °°n YP ° t°°\ Weld County Referral Igoe '� E`ENE• March 28,2001 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant' Eckstine Electric Company Case Number SPR-346 Please Reply By April 18, 2001 Planner Kim Ogle Project Site Plan Review for an Electric Contracting Business in the I-1 Industrial Zone District. Legal SE4 SW4 of Section 30, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado. Location North of and adjacent to WCR 70; east of and adjacent to WCR 59. For a more precise location, see legal. Parcel Number 1211 30 000029 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan Si We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments; Signature /M CA-u.---4 , - L c c�c,_ //o - 0 Agency l r� l .f.inkcs Inn Date +Weld County Planning Dept. +1555 N. 17th Ave.Greeley,CO.80631 +(970)353-6100 ext.3540 4(970)304-6498 fax ,..... , r ,,,,......„, Weld County Referral 1111 D C. March 28, 2001 COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Eckstine Electric Company Case Number SPR-346 Please Reply By April 18, 2001 Planner Kim Ogle Project Site Plan Review for an Electric Contracting Business in the I-1 Industrial Zone District. Legal SE4 SW4 of Section 30, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado. Location North of and adjacent to WCR 70; east of and adjacent to WCR 59. For a more precise location, see legal. Parcel Number 1211 30 000029 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. ❑ W ave reviewed the request and find that it does/does not comply with our Comprehensive Plan aY We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments: idnir f r- ft-A LIMO 1 u U A.r►A.4. AJ),3-tL in 0., te( nn.., A s �Anu T Signature R4 r� 4, Zoo/Agency Lail TT'�p 61 pat—I61101. Date +Weld County Planning Dept. +1555 N. 17th Ave.Greeley,CO.80631 4(970)353-6100 ext.3540 +(970)304-6498 fax Memorandum W DATE�Ap i99 1 (Rlanning De TO: Kim Ogle, prt p ' Weld County Planning WI C FROM: Charlotte Davionmental Health Services R CEIVED COLORADO CASE: SPR-346 NAME: Eckstine Electric Company Environmental Health Services has reviewed this proposal for a Office and Warehouse for a Electrical Contracting Business. We have no objections to the proposal,however, we do recommend that the following conditions be part of any approval: We recommend that the following requirements be met prior to allowing the plat to be recorded: 1. The septic system for the existing building shall be reviewed by a Colorado Registered Professional Engineer. The review shall consist of observation of the system and a technical review describing the systems ability to handle the proposed load. The review shall be submitted to the Environmental Health Services Division of the Weld County Department of Public Health and Environment. In the event the system is found to be inadequate,the system must be brought into compliance with current I.S.D.S. regulations. We recommend that the following requirements be incorporated into the permit as"development standards": 1. All liquid and solid wastes(as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a"solid waste" in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended. 3. Waste materials shall be handled, stored,and disposed in a manner that controls fugitive dust,blowing debris,and other potential nuisance conditions. 4. Fugitive dust shall be controlled on this site. 5. This facility shall adhere to the maximum permissible noise levels allowed in the Industrial Zone as delineated in 25-12-103 C.R.S.,as amended. 6. Adequate toilet and handwashing facilities shall be provided for employees and the public. 7. All pesticides, fertilizer, and other potentially hazardous chemicals must be stored and handled in a safe manner. Reference 25-8-205.5 Colorado Water Quality Control Act and Rules and Regulations thereof. 8. The facility shall utilize the existing public water supply. (Central Weld County Water District) MEMORANDUM ' TO: Kim Ogle, Planner II DATE: April 12, 2001 CFROM: Diane M. Houghtaling,P.E., Traffic Engineer • SUBJECT: Eckstine Electric Company, SPR-346 COLORADO The Weld County Public Works Department has reviewed this site plan application. We have attempted to address all our concerns in this letter. Unfortunately, other issues may give rise to additional concerns. COMMENTS: Americans with Disabilities Act (ADA) Requirements: This site will be required to meet all requirements of the Americans with Disabilities Act. At least one space must be van accessible. A five-foot wide aisle will be required adjacent to the van accessible space. The accessible path to the building and public right-of-way will need to be shown. Storm Water: The drainage study was submitted. It is not acceptable. The engineer should meet with the Public Works Department to discuss my concerns. Driveways: The gate opening is too narrow for two vehicles to pass. This could result in someone waiting on WCR 25.5 for an exiting vehicle. The gate and drive should be widened to allow two vehicles to pass. Please indicate on the plan that the access to U.S. Highway 85 has been eliminated. RECOMMENDATION: Approval Weld County Planning Dept, DEVELOPMENT CONDITIONS(If Approved): 7 011 ❑ The drainage study shall be revised and resubmitted for review.❑ The driveway shall be widened to allow two vehicle to pass. RECEIVED ❑ The ADA accessible route shall be shown. ❑ The closed access to U.S. Highway 85 shall be noted on the plans. If you have any questions,please call. P.C.: SPR-346 M:\WPFILES\diane\DEVELOPMEN \SPR-346.wpd tr"r '15e"R, ,} YRtr'Q' '�' T""' r i _r F ;�� S' R"'_ . s �»•-..:..Nqa yr" ce�" $g R I 6 � �1 a { 4. L 3'^, ' . i i i t "r b s+.. b e e G R I kt1¢ 'V Air ^ $ is 11 fil w ii Y # f le* A il a ~7 k +' x t r:4..,,{£ 1riri'i""}z"%`r' es.,,,t b`t `a• i 11 rwx +�4. J Syr •f �•vY" 3. ;�#♦ k ;# Ix^r fib Y ➢� i. aT -4* n ps0. `.^"Y'' bl s a ' d, mm n wr-mn n'. 1r- i .sr.N hu c , iy 1 y Al nr .-,A. y,+ - y _ n ..�� 4 • It I SrYLLii q,:. *74 M1f5, :'� { f, } " +� l•ra 3r" „ i PITT r 11 , . a "ts ft ' p e-9y.y,1a.➢ c i 1 :1 t' # 4. { i • :-, : ,4; .!- ,,r��. . ( r Vii, t. + fah• IJ i. ., , i Y i , . r� Darrell & Karen Phillips ' 1211 30 000033 f Lr 13750 WCR 25.Platteville NCJY `} , is P.104 { ' i era: qtr - "'1. ;- �klf: �' : �I� �' ;Xal $. L a t R or.' -Ai jI. s. 1 dAf a' 'y F up-,.4y}- r J' ; +FL44`. • ,4^"p, M1 a ti m Y' � 2 q a a fit', t'.� .2 - v�9 t, ad ;lit" ,f ` \ , � . , r rat ''t-"•' . i' , ^ s ;FIE i `.ii; L ,:,,,,,,,,?, r"\ 414' ''; '''''.cil Olt s ' - 'Sie. - i i C$ elfII-F. •i ,, r e an;hfro ac, �, I. . _.-_- ..- -s �s' .-r " .�� r - i4 i a:.p. ply "' 1 �14"'4 k 1 {, r. a I i W 4 I. IHII II'a •t' ."-° 'Wis. p i - , `F FF 1 F ';J �. za T Y 9t *1!iZ:J ;kF ' �+ a -a'' `r t 11 4 .4 t k !i ' :W lt; 44 _4 .: 0. :4L, 4 4 ,„ • ,, , , ..,,,,, ,gy,3" 9:G.0 ^_ _ Nx ,gyp t +k r^i. a i.6 FA R t iii k F �E.�� k" tl a tt, yS i :. T . 4. x „sty .....% . . meisel, ii R • ,+ k .ink { " �� f' -a. 3 a fr•, F •A R a 4 • 44., .31 ;' . ( iitzi f 1",. 1143 µj j a iGY+ 3 . r( s/ l ..: t x 'a t ti k }Fti A X ♦, w _ I t '0 .. A .• .t xra - - �' ' 1 1/2' �` 'k �i 11;4:. 'ti �i � 1t i h ire A x " A. ' F is ' f" A. `1 _;,I ,, 4 �,',aa a 5 i ��'� �R21384�'•5 L ? B-Z' . V.. \1tE. B4'88---04/20/88 16:04 $6 .00 1/002 , , F 10a.;2(8,$.Z. ANN. Z.E.UERSTEIN CLERK & RECORDER WELD CO, CO . GWatraigy`De'ed THIS DEED is a conveyance of the real property described below, including any improvements and other appurtenances (the "property")from the individual(s),corporation(s).partnership(s),or other entity(ies)named below as GRANTOR to the individual(s) or entity(Ws) named,below as GRANTEE. The GRANTOR hereby iellS pnd conveys the property to the GRANTEE and the GRANTOR warrants too Otto to t e property, except for(1.)tfie lien of the general property taxes for the year of this deed,which the GRANTEE will pay(2)any easements and righitrol-way shown of record(3)any patent reservations and exceptions(4)any outstanding mineral interests shown ol record(5) any protectiv'i'abvenants and restrictions shown of record,end(6)any additional matters shown below under"Additional Warranty Exceptions`. r . - The Specific Teem*collide Deed Are: Grantor:: i'(Give nerpels)and pieces)of residence.If the spouse of the owner-grantor is joining in this Deed to release homestead rights,identify grantor.as husband and wife.) FRED_`E. L,`OREWZ AND NARY L. LORENZ Sox 1018/ ;,`ESTES PARK, CO 80517 ritAvrt i; 11 dal Dc5re:r.l, :a (a ro7 i .including available road or sheet number,is squirmy.) MI 0. „ 'C , I "RI at KOELTZOW 10475 WCR #19, FORT' LUPTON, CO 80621 FOrfn ol Co-Ownership: Ill there are Iwo or more grantees named.they will be considered to take as tenants in common unless the words-in pmt tenancy"or words of the same meaning are added in the space below.) TENANTS IN COMMON Property Description;.t. .(Include county and state.) U SEE ATTACHEDr,EXHIBIT "A" State a entary Fee l\p ( J Do 14?6 0 $ -Z I A3 on , 137J39 WCR #25 1/2, PLATTEVILLE, CO 80651 o wi� UThe`sfalen4,,Eof lla,amount le optional adequate consideration lot this dere°mil be presume°unitise.me conveyance ie - ° , • identified as a gin.in any case this conveyance is absolute.linal and unconditional.) .SEVENTY FIVE THOUSAND AND NO/100 $75,000.00 \N 11 Reservations-Restrictions: Ill the GRANTOR intends to reserve any interest in the properly or to convey less than he owns,or it the GRANTOR • D Is restricting the GRANTEE'S right in the properly,make appropriate indication.) Q o NONE a • 0 3. Additional Warranty Exceptions: (Include deeds of trust being assumed and other maven not covered above.) 5 IP c NONE 3 0 • \O et Executed W the Grantor on APRIL 15th , to 88 Signature Clouse let Corperetlem.Partnership or Aasoclallen: fignmate Q/paa fir Ytavlduai(s): :71A Gee e 2u 2 Name a Grantor: Corporation,Partnership or Association red E. Lorenz Grantor f ay7n 401,t4/ e. (1 Mary L J Lo zGrantor .0) - is, By Grantor Attest: (Fn Yrrrrnwr 3 c, - �b 15th v April 88 grew afore me this a a . /0 11 ;'h � 'k rti - n P � x � Mary L. Lorenz , e. rs tJ t+►'"`r .. i • i• i . /�4 - 7elet /LOS,-r 5-- ''‘..: N ' f''r : Public a �'('t: , i : s:As Onit-, � � �\� O l`,Fk +` act, .. ....• G �• r:� �t .•ant before m,.this day of is l 11 4 s ':11 '4,i f-0 1: C•ampv i rat r. assI , \\ iq4h'CorporatIon.Partnershipor Association.thenidentity signers aspresldenl or via president and secreury or assists f yt•" " rW e 6 tdigtn i(a)of partnership.or as authorized members)of association.) tjII3'��,,, t L.l 4 WITNESS'r ''•l `�TVIcia a .. tly ee.trmlaaforr •a'vse, 3: tMMry Nana •1 oral UPDATE LEGAL FOAMS NO.[01 P O Pox 1 e I e-Grows',.Cnlolire e0312 :tin,33c I'JO \ ) //// 3 REC 02138488 04/20/88 16:04 $6.00 2/002 g9 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO EXHIBIT "A" A tract of land located in the Northeast Quarter of the Northwest Quarter (NE1/4 NW1/4) of Section Thirty ( 30) , Township Three ( 3 ) North, Range Sixty-six (66) West of the 6th P.M. , in the County of Weld, State of Colorado, more particularly described as follows: Commencing at the N1/4 Corner of said Section 30, and considering the North Line of the NW1/4 of said Section 30 to bear North 89 Degrees 36 ' 36" West and with all bearings contained herein being relative thereto; thence North 89 Degrees 36 ' 36" West, along the North Line of the NW1/4 of said Section 30, a distance of 119.8Q feet to a point on the West Right-of-Way Line of U.S. Highway 85 as shown on Highways Plans (Project Number F006-1 ( 20) ; thence along the West Right-of-Way Line of U.S. Highway 85 by the following Two ( 2 ) bearings and distances: South 01 Degrees 02 ' 15" West, a distance of 892.55 feet; thence South 02 Degrees 31 ' 38" West, a distance of 293 . 25 feet feet to the True Point of Beginning; thence along the arc of a circular curve to the right, along the West Right-of-Way Line of U.S. Highway 85, having a radius of 5640.00 feet and a chord that bears South 04 Degrees 42' 50" West, 137 . 20 feet, to a point on the South Line of the NE1/4 NW1/4 of said Section 30; thence North 89 Degrees 28' 45" West, 629.44 feet to a point on the East Right-of-Way Line of "Old U.S. Highway 85" ; thence along said East Right-of-Way Line along the arc of a circular curve to the right having a radius of 2805 . 00 feet and a chord that bears North 01 Degrees 59' 51" West, 136 .97 feet; thence South 89 Degrees 28 ' 45" East, 645 .49 feet to the True Point of Beginning. • �O x ~ `} BUILDING PERMIT , ~- i PROPERTi t9W-NEI(, `� A 1 d vac, t, L 5 T r4yS, . e . ( , }, CONTRACTOR-GENERAL -' r r,... ;:-p`... .. - ..-.aM .._...,VTlf1NEr'+''.A....," `a.`".,.'t''i HECTRICAlt w 7 yL c t 4 1 HEATI ' W-h' 1t'Y3 °t.,. `rz.' cfF t7,141. V 1 s i ADDRESSatDIRECTION.TO JOB SITE-. Tv—"^" "rd•V ^« m " Fl • ,1. t , py ,'. ..,.. 'is'• r c SUBDIVISItH ti.v- < ,� rn: 1M ., ,... rt j1S pY�RSR""Trm1 'In'v''. �s'�w .. re�-r:n• `LEG71F.1T1E IPTIOIY --. 14>..:I.."' ' '.;',-,C. { - `' 7,:. p,.�.Y.. ey 'S"etf.- °.. t . a"N .R 3,. ••wsM�'X.onIng,Dt t ri.+ 'Ss� '(.` " T ` i 'm: $ tv • 111.71^Y ,±,11' R i . Distance from Lot no -- y 4 t'" ;, §i`s ,, Required.SNbaeksa j N- 5 ,r ,. rAtt.„14j-los'� rx.,; 1� ' , ,' oar' ,;•+ . _ r t 11. TYPE ANb VALUE CIF BUILDING1-;„ IMPORTANT Coomptete Ail It x y � t t • R'.,`'yt t l!- A TYPE'OF IMPROVEMENT _ -C VALUE . r ; ;- hFE �a > � ere°(rFes es ,li . ❑ New building 'e-"u'`:'`y` ' >x - ❑ Addition Velu t .._E 't do tt$ ,y_,,,e.,.,.• .r.),. n Electrical ° «L y t i9 ₹� 14 ( 'ht L� Remodel ConsfMcaon Mater ht!�et �„+� � " .... —Enter��...*„ �+E ❑ Sprinkler System ED Repair,replacement O ^ Total�'9uddmy Keef a< x S g pa. - a Move-in (relocation) Jt.,wa aP s ! 4slL Ir • t OHe eG e " , .,• f"' -.1 A , l� Other Perk;Fee y°° '.v: "net's ''.• t' - r Ke,C $ van• W B. OWNERSHIP Meter & Yoke i ' ",,,,'!,,-2,17.4,m r uc ", L� Private(individual Corp •. �a /I `�y� non-profit Instttutbh etc Oth ttiliPwa t .^f Lx. 1..., enitin- •r r.._ .Te 9 )...,.. . .. e J :: r C� w K.` M'tt L� Public (Federal Stote,art Totoflees S •< ' ' 4TH n .' ( 4 -I S s r t eK . .. ' , local government). +*- �T.. � RECEIPT NO d .) -.r _ .-40I. { .o"r"s lu •A`,I' F r 'T f ,. Total valve Deicnbdwr'd ,aL�,i�lprcpo $. (yp�lo§bbIlding dimensions a of improvement S e•' - 4 square foot -2num'ber of c' -[' a I>} ' { ' �CtJILG fIm f )"f r i• r] y / • • ..r ✓r f`l tt"C —till r �W .'e :jC'T/ t -1,r6JI - C "Irh G ,T , C..+-...a: ' �r, -• Ii /-e,• 'r: • •' 'r y _..,f�n n ; t b "I se:e7 r� y�.C 1.1'x._.. 0 ,,,t -`ir^a.� l^', y— 'f c- fr ' 's'''1 I'/ _5ei tJCCykr E. PRINCIPAL CONSTRUCTION - G. TYPE OF SEWAGE DISPOSAL "J. MISCELLANEOUS 2 Wood frame 1 i Public or private company_: .,Nudab• ee,01,tyriasr --- - "' "e"'^ 1-1 Structural steel NAME ;Plot Pick,os,d,a''ir�ilpd+ ,. Yes"...'. ...T�'q�'r 1 t:. i Masonry ❑ Individual. (septic tank, etc.) ,Blw tnt -'>v'C'e''""� ,y;..+•.... Vas,.,".44.--No s r: El Reinforced connote NUMBER` Access (1 ' „ " Eruting Nwr,-AD S 7. Brick veneer Other ^H. TYPE OF WATER SUPPLY ""' ` F '"�" m 7 r '-] Public or private company 4-'1K..Of TREET -ARKING SPACEt:It .'o 'F. PRINCIPAL HEATING FUEL NAME - , '.---1"-.."‘ '� n6Toliedt-.• .4(..-'ht, r' } Propane r- I dividual (well cistern); ,4x 1 a6La)•' 'v yh' t, .. n Gas rte49,r1sy, #•w?₹- _ v `� -• �'Dih ..w-..+ or....11drS +�y 4dEr514�1' �Rr h...��,� ✓y � .rjS.5ot�� P sp^i: RE " �: roR'>" '� .-,- 2, Electricity ' , DTI i4 ✓ CHANT �-„ty v"' t a .H y<• . ,:,;4',414":'21,,r."''',,yam, ...1,!,- a •x.44 W:Coal t rty .xt .'-... i4 a " ndtli ate 'a R } A1. r.'" r t .. r• t; 7 f %Sblar -a ,,, ( if a t T"s p. res!I :-t, Y 1 . Other ... .t `:,%.0,•.,-; EIW'.•r 5.i Yes^" t �'h ,y Arfe SB .>r° ...; tM, M1 I� 'J . r a n r' e 4,F ye Y r .. `# 'd' i.dllge. '.v 4 A � ,.' 4 ; ... TbarapplitineeSlaa..oBantjsend.- pleyee'tr.eliai]- casglyioitlr t -vze; N Bogelatieae end-Building Cgdett{wetaip atiea,' ettuaetioa .' - s kt - ,+p t •.,s7 itr. grantees -•T ellrilGLrits ti a"tS'I t d'€flr it theI yod etc S-a „d ; •1? a ...+. Y5.7*• _.. ra r`C'it.' "! codes Cr regulations appears to have °ccurron. Violation o/ any a wChai 'atb'dao or".tyi r 1 h."4 ry rel t,;lb tbs O revocation of.this penit .' _ H,. i Y` ,,,4Ti • ,:''� Rr. .l >ti"'x"'7 T -g,ildinge,MN$tl'ceetett.with plane,.:ae eubleitted to the Town My etl n5% of�plant§ of a S,'Sa VPVtceEli ',•to ,the droop• being r. Any change in the use or.:occupancy of a buildcaf yor acSc'tarerIist ♦ ,K.*, 4., 'a i-yyy�, fl b I aasateuetioa .p t' 4 .x..r..p▪ . n. "�tC r rl J The applicant is required to call tot inepectione at various' stap�he eonetTtb, a . ,, ti +,riC � C rule. the applicant shall give the building inspector not tape than me ne ion..v. 1 k '11.ti ° ''f `a 'SM@Y , R.. 4 .,e BO.deye f itseu, cc ifR t...,...,..v„,,.w.& v Afs"tJ''4 V ' a Ti. CKi w7df°fiiacrrpCioo is mc'` nud vlt�llo 1 -{ E void. Cessation of stork for a period.' of Igo continuous days shalt Also la ' '�rA 9 r u: traaeferrable. :.. �.+4 s �^� ° . 11.it J,. 4-,- L r :. SIGNATURE OF APPLICANT -..{ yj7 /[�J� ;1rr' • (C �� " tt 'D' Zk:Ar'rde.v aaL~ 1 3r: r one.+.✓.- -. ,_ '�. `w u,... 'o^u`r"". APpR ee• y 4' •+ ., N' • 3 r_` —t PLEASE RETURN THIS PORTION OF BILL TO: 0 Town of Platteville R Pr r �_— � t - Town of Platteville P O Booc 70 First Clam Mail P O Boot 70 400 Grand M e q�}�Paid ) 400 brand Ave Platteville CO 80651 Mmcifi#4 Platteville CO 60651 (970)785-2245 DESCRIPTION _. TOTAL - PREVIOUS PRESENT USAGE TAX TOTAL DESCRIPTION WATER $11.87 414100 418700 4600 $11.17 WATER SEWER SBNER WSCH6 $39.17 $39.17 WSCH6 5� M T 511.6T M PNLTY PNLTY PREVIOUS etie .,-13 �$�5,6..166 Meter Reading Date:01/31/2001 ��1 y,,.6;6 PREVIOUS TOTAL_-- -_3[. 9 $tn72 £I.D(1 ?aur.c0 TOTAL AFTER PAY AFTER 03/10/2001 LATE CHARGE WILL BE ADDED GROSS ACCOUNTt 47,137390.0 ACCOUNT* 47,137390.0 SERVICE ADDRESS 13739 Cindy Road 25 1/2 )) BILLING DATE 01/31/2001 LATE DATE 03/10/2001 REMEMBER SHOVEL Cxtostine 8ectric Company SIDEWALKS WITHIN 24 13739 County Rd 25 1/2 HOURS AFTER SNOW STORMS Platteville CO 80551 e c/ r� T7S�'-5 � �tr 3 el' PPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM No- y •. 51�y `y� �1l`v a WELD COUNTY HEALTH DEPARTMENT i +r`s /i/:' ENVIRONMENTAL HEALTH SERVICES �� 6��2 New /(/ / 151e Hospital Road, Greeley, CO 50531 Repair ✓ 353-0540 EXT. 270 OWNER . --- —_ ADDRESS_ etc �, ADDRESS OF PROPOSED SYSTEM (? , , PHONE • LEGAL DESCRIPTION OF SITE: PT 1 l_ SUBDIVISION �S_,II2-' T-'-`-`--, R ' -- LOT BLOCK FILING USE TYPE: RESIDENTIA COMMERCIA Oi $l//p INSTITUTION SERVICES: PERSONS,,Z__ kie 0THER_ BATHROOMS -LOT SIZE ,_ C--(-C.. BEDROOMS -- BAS ENT PLUMBING - TYPE OF SEWAGE DISPOSAL REQUESTED: �- WATER S PPLYJ i_, _; Applicant acknowledges that the completeness of this application Is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Health Department to be made and furnished by the applicant or by the Weld County Health Department for purposes of the evaluation of the application; and the Issuance of the permit Is subject to such terms and conditions as deemed necessary to Insure compliance with rules and regulations adopted under Article 10, Title 25,CRS 1973,as amended, The applicant certifies that the proposed system will not be located within 400 feet of a com- munity sewage system. The undersigned hereby certifies that all statements made, information and reports submitted here- with and required to be submitted by the applicant are, or will be, represented to be true and correct to the best of my knowl- edge and belief, and are designed to be relied on by the Weld County Health Department in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based u eai A t D Do� application and In legal action for PPltcatlonG�ee � � f , perjury as provided by law. 0'tl by i Re / 4Q2t, ign __ / Date / ature ' Bate f FOR DEPT, PERCOLATION RATE �4? USE ONLY SOIL TYPE}/r� �-'', ��7- WATER TABLE DEPTH REQUIRES ENGINEER DESIGN PERCENT GROUND SLOPE • • a • • « a « • • a « • • « • • « « • a « • • ( )YES{ ) Noa • • •� * «*« r, *• a a • • « « • « • • • a INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT From the application information supplied and the on-site soil percolation data, the followln minimum Installation specifi- cations r�- are required: ru r� rc al as eavi2 SEPTIC TAN �L?�---3—•--__GALLONS, ABSORPTION TRENCH (76 ivea“.s'e op 61641a, SQ. FT. >isfa/faflan or AIn addition, this Permit is subject to the oljowl add/ tonalBSORPTION BED_____M1/45 -S' SQ. FT- f" rg and conditions: �°�."r This Permit is granted temporarily to allow construction to commence. This Permit may be revoked or suspends by the Weld County Health Department for reasons set forth In the Weld County Individual Sewage Disposal System Regulations, ding failure to meet any term or condition imposed thereon during temporary or final approval. The issuance of/his Permit does not constitute assumption by the Department or its employees of llabl for th /lure or dequacy of the sewage disposal system. 3 ev Enytrpnmentai Specialist at This Permit is not transferrable and shall become void If system construction has not commenced within one year-of its Issuance. 3efore Issuing final approval of this Permit the Weld County Health Department reserves the right to Impose additional terms nd conditions required to meet our regulations on a continuing ba31s. Final Permit approval Is contingent upon the final In- pection of the completed system by the Weld County Health Department. /p/ id SYSTEM CONTRACTOR 1Djua a-e c/_i y I �� 3 y INSPECTIO ;YSTEM ENGINEER tr APPRO VAL APPROVAL &) -nvironm he issuance of this Permit does not Imply compliance with other state, e county or local regulatory or building requirements, or shall it act to certify that the subject system will operate In compliance with applicable state, county and local regulations dopted pursuant to Article 10, Title 25, CRS 1973, as amended, except for the purposes of establishing final (stalled system for Issuance of a local occupancy permit pursuant to CRS 1973 25-10.111 (2). riginai•Applicant; Copy-WCHD approval of an INrun can r_,_ -_ • / ,.. / IIV s_c nit - , Tn-L. le) / K1` o Hello