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Home My WebLink About20051037.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR)APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# IS CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 0807 04 000052 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us). Legal Description Lot B. RE-2581 Dart of the SW4 Section 04 Township 06 North,Range 67 West Flood Plain:No Zone District:A, Total Acreage: 14.921 Overlay District: No Geological Hazard: No FEE OWNER(S)OF THE PROPERTY: Name:Windsor Assembly of God Work Phone#686-2096 Home Phone#N/A Email Address: N/A Address: 416 Oak Street City/State/Zip Code Windsor.CO 80524-9139 Name: Work Phone# Home Phone# Email Address Address: City/State/Zip Code Name: Work Phone# Home Phone# Email Address Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authodzadon must accompany applications signed by Authorized Agent) Name: Todd Hodges Design,LLC Work Phone#: (970)613-8556 Home Telephone#: N/A Email Address: toddhodgesdesign(c ciwest.net Address: 1269 North Cleveland Avenue City/State/Zip: Loveland. CO 80537 PROPOSED USE: A Church as a Use Mowed by Special Review in the Agricultural(A)Zone District per Weld County Code Section 23-340. 1(We)hereby depose and state under 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(our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs,a letter of authorization from all fee owners must be included with the application.If a corporation is the fee owner,notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. 4dAtvglivini— ('Z//b/deo i/Signature: Owner or Authorized Agent Date rrized Agen 17ate EyIBIT 2005-1037 • Windsor Assembly of God 416 Oak Street Windsor, CO 80550 To Whom It May Concern: Please be advised that I, Eustis Habighorst, Pastor, Windsor Assembly of God, hereby authorize Todd Hodges Design, LLC, to represent us in our endeavor to obtain a Use by Special Review Permit for our property located at Lot B Recorded Exemption, RE-2581 located in part of the SW4 Section 4, Township 6 North, Range 67 West of the 6th P.M., Weld County, Colorado. / // ;at (-/ Eustis Habighor date Windsor Assembly Facilitating Life Transformation Thursday, December 16, 2004 To Whom It May Concern: Please be advised that Eustis Habighorst, Pastor of Windsor Assembly and Chairman of the Board, is an authorized representative of Windsor Assembly of God. Pastor Eustis Habighorst is an authorized representative of Windsor Assembly of God to obtain a Use by Special Review Permit for our property located at Lot B Recorded Exemption, RE- 2581 located in part of the SW4 Section 4, Township 6 North, Range 67 West of the 6`h P.M., Weld County, Colorado. Pastor Eustis is authorized, along the Board of Trustees for the Windsor Assembly of God Church, to authorize Todd Hodges Design, LLC, to purse the submittal for Use by Special Review for the above mentioned property. Sincerely, Board of Trustees of Windsor Assembly of God Office/Fax 970.686.2096 416 Oak Street Windsor,CO 80550 www.windsorassembly.org SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE Windsor Assembly of God This application has been prepared by established guidelines found in the Weld County Code,Section 23-2- 260,Use by Special Review Application Requirements,and the most current Weld County Procedural Guide for a Use by Special Review Application as found on the Weld County Web Site. 1. Explain, in detail,the proposed use of the property. The proposed use of the Windsor Assembly of God Church development includes built and natural environments. The proposed Church building includes a 296-seat multi-purpose room,classrooms, office and reception areas, restroom facilities, and a serving area/warming kitchen. The kitchen facility is not intended for food preparation on-site but for food to be brought in and served. A 101- stall paved parking lot is planned to serve the proposed church. Please refer to attached conceptual designs, site layout, lighting and landscape plans. The 12,000 square foot Church building is centrally located on the property. See attached concept elevation drawings. The church structure is a one-story building. The height of the building is depicted as 37 feet to the main gable and 47— '/z feet to the peak of the tower. This height is to be finalized with the size of the main assembly spaces and slope of the roofs,but not to exceed 50 feet tall. The final building height will be determined at time of building permit. The open field area depicted on the Use by Special Review plat provides a buffer between the existing single family houses along the eastern property boundary and the Windsor Reservoir Outlet Ditch. This space will also be used for recreational and continued agricultural outdoor uses. Such uses include picnics, church softball and volleyball games and other church associated gatherings. The gatherings, on occasion, may necessitate the need for use of Port-a-lets. The appropriate permitting and/or correspondence with Weld County officials will be followed in such an event. The applicant has been in contact with a representatives from the Larimer & Weld Irrigation Company and the Chalgren Latteral concerning this proposal. The applicant will continue to work with them to address any items that may come out of this proposal concerning the ditches. The Town of Windsor has adopted a plan called the`State Highway 257 North Corridor Plan.' This plan addresses design and site lay-out guidelines and standards. This plan was consulted when making site-specific decisions about the site. It is the applicant's belief that the proposed site plan meets the intent of the Windsor State Highway 257 North Corridor Plan. Lighting will be designed to retain light within the property boundaries and not spill onto adjacent properties. Pole luminaries will be full-cutoff with flat lenses and not exceeding 30'in height. Poles will be a dark, non-reflective finish such as medium or dark bronze. No light will spill onto residential properties and limited spill will occur onto Weld Country Road#72 which will provide entry illumination to the site. Building-mounted lighting will have cut-off optics to ensure quality light levels on portions of the property near the buildings,but will avoid glare or spill-off onto other property. All lighting will comply with Weld County standards and Windsor"State Highway 257 North Corridor Plan" lighting standards. 1 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 (Comprehensive Plan). • Chapter 22 of the Weld County Code discusses general provisions of land use categories. Section 22-1-50.D.3.a.1 states, "Conversion of agricultural lands to urban uses will be considered, but only in the areas in or around existing municipalities or in other areas where adequate facilities such as roads, sanitary sewer, water, etc., and adequate services such as fire protection,police, schools, etc., are currently available or reasonably obtainable. Compatibility of land uses will also be considered." And Section 22-1-50.D.4 states, "The cumulative effect of the goals and policies described in Article II will result in: b)Urbanization occurring in and around the cities and towns within the County." o This proposal is located in unincorporated Weld County in an area sandwiched between the growing municipalities of Windsor and Severance. Moriah Estates, a County-approved Residential Subdivision of 24 lots of approximately 1-acre each, is east of and east of and adjacent to this property. North Shores at Windsor, a Town of Windsor Residential Subdivision of 45 lots of approximately 2.5-acres each, is south of and adjacent to Weld County Road 72, based upon Assessor Information. o The current Town of Severance is approximately 1-1/3 miles north of the site, based upon Assessor Information. o This area is quickly urbanizing. o Agricultural uses are located north and west of and adjacent to this property. The end use proposed through this application will not change the zone of the property. The end use will be compatible with agricultural zoning. • Section 22-1-50.D.3.a.2 states, "Conversion of agricultural lands to non urban uses will be accommodated only in areas that can support such development with adequate facilities and services. This allows low density and low intensity development to occur where appropriate. It also encourages techniques and incentives such as clustering, restrictive easements, building envelopes and setbacks to be used to both minimize the impacts on surrounding properties, as well as conserve lands for agricultural production." o The proposed end use, a Church, is defined in the Weld County Code, Section 23- 3-40.E.1 as a Use allowed by Special Review in the Agricultural Zone District. A Church is also a Use allowed by Special Review in the R-1 and Estate Zone Districts. The property will remain in the Agriculture Zone District. The desired end use, a Church, is a consistent Use by Special Review in the existing district as well as the surrounding districts. The proposal is consistent with the intent of the district in which the use is located. o 22-1-120 Comprehensive Plan guiding principles state, "Land use changes must afford flexibility based on the specific location and the particular circumstances encountered within this locality. It is also important to weight the cumulative impacts that specific land use changes will have." This change is consistent with the surrounding properties as a Church is a Use allowed by Special Review in the R-1, Estate Zone and Agricultural Zone Districts. o Conversion of agricultural land to non urban residential, commercial and industrial uses will be considered when the subject site is in an area that can support such development. Such development shall attempt to be compatible with the region. This goal is intended to address conversion of agricultural land to non 2 urban uses. Once converted,this land is less conducive to agricultural production (A.Goal 4) o Section 22-1-50.D.2.b states, "Development outside of municipalities will occur only at the intensity that can be supported." o Efficient and orderly land development and the conservation of agricultural land suggest that urban-type development take place in or adjacent to existing municipalities or where adequate infrastructure is currently available or reasonably obtainable. 22-2-100.B. • North Weld County Water District, CDOT, the Weld County Department of Public Health and Environment, and utility service providers concur that required infrastructure can be reasonably obtained to service the site. • The uses proposed will be compatible with the future development of the surrounding area as permitted by the existing zone and with future development as projected by Chapter 22 of this Code and any other applicable code provisions or ordinances in effect, or the adopted Master Plans of affected municipalities. o The property is not located within the I-25 Mixed Use Development area or within an Intergovernmental Agreement Boundary. The Town of Windsor's "State Highway 257 North Corridor Plan"was consulted in preparing this application. o An open house was held for surrounding property owners within 1,500 feet on November 3, 2004. Neighbors attending the meeting, and others who could not attend, have expressed positive remarks. Evidence of such meeting and written comments are included herein. • The Right to Farm Statement as found in the Weld County Code shall be observed. 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. • This application has been filed in accordance with Article 2, Division 4, Chapter 23 of the Weld County Code, starting with Section 23-2-200. • The application materials submitted comply with Article V of Chapter 23 of the Weld County Code (Overlay Districts). o The property is not located within the I-25 Mixed Use Development area or within an Intergovernmental Agreement Boundary. Use by Special Review Design Standards found in Section 23-2-240 of the Weld County Code,along with those of the Town of Windsor's`State Highway 257 North Corridor Plan"were consulted in preparing this application. o The site is not in an Overlay District,verified by documentation supported by and/or created by the Department of Planning Services. • The use is proposed to be located in the Agricultural Zone District. A diligent effort has been made to conserve Prime Farmland in improvements location selection. o A portion of the site will have the ability to be in agricultural use such as a pasture. o Continued agricultural production on site is not economically conducive due to the shape and size of the parcel. • Adequate provision has been made to protect the health, safety and welfare of the inhabitants of the neighborhood and the County. 3 o Lighting will be designed to retain light within the property boundaries and not spill onto adjacent properties o CDOT has reviewed information regarding a safe access. o The Larimer& Weld Irrigation Company and the Chalgren Lateral have been contacted to discuss this proposal. o Operation Standards as found in Section 23-2-260 of the Weld County Code were consulted in preparing this application. • Conditions of Approval and Development Standards ensure the development upholds the purpose and intent of the Weld County Code, Chapter 23 as listed in Section 23-1-40. o Conditions of Approval and Development Standards as found in the Weld County Code, Referral Agency responses and Staff Comments shall be considered and appropriately incorporated into the final use of the site. • A noise report, as stipulated in Section 23-2-260.E.A is not applicable. Based upon the proposed uses,the applicants believe the proposed uses will not necessitate such report and are thereby requesting a waiver from this requirement. 4. What type of uses surround the site? Explain how the proposed use is consistent and compatible with surrounding land uses. Surrounding land uses include agricultural, rural residential, urban residential, and commercial. • Section 23-3-40.E.1 lists Public and Quasi-Public Buildings including Churches in Agricultural Zone District as an appropriate use allowed by special review. The same use is listed as a Use allowed by Special Review in the R-1 and Estate Zone Districts. This proposal is consistent with the current zone district and zone districts surrounding the site. 5. Describe,in detail, the following: a. How many people will use this site? Currently,the Windsor Assembly of God Church has 100 parishioners. The Assembly area depicted on attached plans has seating capacity of 296. b. How many employees are proposed to be employed at this site? 1 full time and 4 part- time employees will be employed on site on a regular basis. c. What are the hours of operation? The church building will be open from 7 a.m.to 9p.m. Seven days a week. The use of the Church on Sundays will be for Church Worship. Uses of the Church Monday through Saturday will be for funerals,weddings, small group meetings, and the business function of a Church Congregation. Occasional outdoor activities from sunrise to 10 p.m. will occur on a seasonal basis. Such activities include picnics, Easter Sunrise Services, "pick-up" recreational games, etc. d. What type and how many structures will be erected(built)on this site?A storage shed is shown on the site plan. The shed is to provide storage for the lawn and snow removal equipment. e. What type and how many animals, if any,will be on this site? The site would have the ability to have animals units based on the existing agricultural zoning. Currently there are no animal units located on the site. It is not the intent to have animals in the future,however this application doesn't preclude the ability to graze some animals on the site. f. What kind(type,size,weight)of vehicles will access this site and how often? Passenger vehicles will use the site on a regular basis. An occasional delivery vehicle will access the site. Funeral Flower Delivery, Wedding Item Delivery, Special Events, etc. Trash trucks may also access the site for trash pick-up. 4 g. Who will provide fire protection to the site? The Windsor Severance Fire Protection District will provide fire protection to the site. h. What is the water source on the property? North Weld County Water District,see Service Agreement or commitment letter attached. The Church currently owns 4 shares of CBT, 1 share of Lake Lee Lateral Company and 1 share of the Larimer and Weld Irrigation Company. i. What is the sewage disposal system on the property? Septic. See site-specific information attached regarding the engineering and design of this septic system. The applicant has been in contact with the Weld County Health Department as part of the application preparation process. j. If storage or warehousing is proposed,what type of items will be stored? Garbage areas will be screened from view as depicted on the attached site map. A storage shed has been depicted on the site map. The shed will house the lawn and snow removal equipment. A potential future path or drive may be constructed to the storage shed if site conditions warrant such. 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. A separate landscaping plan has been submitted as part of the application materials. Landscaping is primarily located at the entrance of the site from WCR 72 and around the church building. Landscaping is proposed to be irrigated by an installed irrigation system. Do to the nature of this proposal,it is the intent that the site have the ability to add landscape elements on a donation basis to honor loved ones. The State Highway 257 Corridor plan developed by the Town of Windsor was consulted in preparing this document. It is the applicant's belief that this application meets the intent of the Town's State Highway 257 Corridor Plan. 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Reclamation procedures are not applicable to this particular Use by Special Review application. 8. Explain how the storm water drainage will be handled on the site. Engineering documents are attached to this application explaining how storm water drainage will be handled on the site. 9. Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin. Upon approval of this application,and the recording of this Use by Special Review plat,construction and landscaping will commence. It is the intent to proceed with the construction phase of the project at the earliest date possible. 10. Explain where storage and/or stockpile of wastes will occur on this site. This is not applicable to this proposal. ,t- 5 FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name: Windsor Assembly of God Phone: (970)686-2096—current location Address: Windsor, CO 80550 Business Owner:Windsor Assembly of God Phone: Office phone to be provided at a later date. Address: Windsor, CO 80550 List three persons in the order to be called in the event of an emergency: / NAME TITLE ADDRESS PHONE Sa a S /fir A W do tl eT EusttesHabiohorst Pastor L//(o OAK (rWn so 57© ea‘ /yd5 LC .9 din 44 / 7 7 (air,- tAhi ct d • bomit SOr (Q �f� • -5-21/O gay Carr Ker /2 32 0(5-Two d cl dr wiri-d scir c© . 616 • ea?/f'• Business Hours: r 300 --17.30 Days: 5 LA ni ' c ' rh ut r 5 p icy Type of Alarm: Name and address of Alarm Company: Location of Safe: (ON)//F e S — ♦********************************************************************************************************«»****ask*******redo* MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: 5 Location(s): W e-3 7/ e;41 s% Soy i A)Gf f`j Is alcohol stored in building? /'J 0 Location(s): Are drugs stored in building? /00 Location(s): Are weapons stored in building?40 Location(s): The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: I Main Electrical: T [LAW Gas Shut Off: fo Exterior Water Shutoff: ►♦ _ Irks Interior Water Shutoff: `'D L ddU Weld County, Colorado Page 1 of 3 Weld County, Colorado m m 0 1 T. b k m ®rid a. r 4= ,:ti. --Jr.,---* —7—re i • r . » y I N FI - ''(z� ` _ Th # ., Cf I 4 ��LL L� 'T�� ,� ' WIN'S• _ 11� i li „ t ilt. /f v'.i ,-1 r, (" i- , http://maps.merrick.com/servlet/com.esri.esrimap.Esrimap?ServiceName=weldovr&Form... 12/9/2004 ) ) ) ) �[ = J~ s. .. 4T-3 Peak it _ ' Peak _ Peak Main yam' , 1.a. J"` _ 0;stv'Vf Milt -04 .. ar.OEM Alt aliBOINIII Mar e, 4 x � „ yam{. #.f.4 2 ■®INeMf�W , mba 11.9.04 Conceptual Sketch Looking From SW Windsor • Assembly Facilitating Life Transformation Tuesday, October 19, 2004 Mr. & Mrs. Thomas Cribley 7790 Weld County Road 72 Windsor, Colorado 80550 RE: Open House regarding our intention of building our new church home on the North/East corner of Hwy. 257 and WCR 72. Dear Mr. & Mrs. Cribley: Please accept this letter as an invitation to an open house to discuss the plan of our new church home. We are holding the open house in an attempt to open discussions and answer any questions you may have with regard to the above mentioned plan. The open house will be held on Wednesday, November 3rd, 2004 from•6:30pm to 7:30pm. Windsor Assembly 416 Oak Street Windsor, Colorado 80550 970-686-2096 (Across the street from Tozer Elementary) Take highway 257 South to Oak Street. Turn East and go three blocks. We look forward to seeing you at th en house. Sincerely, / wT/i 6 e eat w o r!c /, en yor& Aa ve your Eustis Habighorst Jc o k how : Senior Pastor G •f�_ t/lt Nfli..s f/e �GeMG - L17460,- Office/Fax 970.686.2096 416 Oak Street Windsor,CO 80550 www.windsorassembly.org rrjcii, cu akMw / P M N .. t•W Far Far A'Ar. • 29 0CT J 044 //V els , G�� '✓'-.y.Sc.? S GiLti�.�S'J +Sw3.1w 1 khl1k1ll�S111111{ikl�l{1111SIi1{11k��1I1 WINDSOR Town of Windsor A,\��r�- 301 Walnut Street • Windsor. Colorado 80550• 970-686-7476 •Fax:970-686-7180 • wcucu.cuindsorgoo.com COLO November 2, 2004 Mr. Eustis Habighorst, Senior Pastor Windsor Assembly 416 Oak Street Windsor, Colorado 80550 RE: Invitation to open house on November 3, 2004 Dear Pastor Habighorst: Thank you very much for your invitation to your open house scheduled for November 3, 2004 to provide your consulting team with comments concerning the proposed site plan for the Windsor Assembly of God Church. Due to conflict of interest issues associated with meeting with applicants and their consulting teams outside of the formal process, the planning staff must respectfully decline your invitation. However, the Town looks forward to reviewing your future plans when they are submitted for formal review and comment. Thank you again for the invitation. Sincerely, Scott Ballstadt,Ballstadt, AICP Senior Planner pc: Hon. Edward R. Starck, Mayor Gale Schick, Chairman Windsor Planning Commission Rod Wensing,Town Manager Joseph Plummer, AICP, Director of Planning Planning Department staff '\iindsor Assembly Facifitatlng Life Transformation / _ _..._... • c 415 Oak Street ' CO 80550 Mr. Curtis Packard 3718 North Franklin Avenue Loveland, Colorado 80538 aseiz air Ft o t v {4�!: em } hula CV .- "'W-'.s t €. 309N O rp.2614 i 'I, t' .� t. .ens , L V•hndSUC �'`\ ' R, / ‘Live -ct Eel JJ i ... tore ear/ .. rze/o- d�`�k.S/� •- e ��frit:diseitataviteier maga Size: ,6"x 201 20"X 24124"X 30 For me,Sweetheart Gazebo Is a modest palace of love.At once intimate and expansive,private ofth and u open, of most romantic 6tja /shelter topresents an image a!the duel nature of love.Like theØ/L: ameba,love is private,comfortable,comforting;at the same (p iattial rime,love embraces the world and opens to its beauties.The of o of romance would not boe complete withoutwhich a rl minderhuman �/� of God's grace,which is the foundation on which all human love rests.The stream brings the gift of pure water to the garden,just as divine love nourishes the loving heart. ��yyy -THOMAS oN hs KINfAaa �/f1SZ) non, s7 �J /. _h3 , r ` X Latitude 39 Engineering&Development Consultants MEMORANDUM TO: PETER SCHEI,P.E. FROM: DEBBIE KULA,P.E. SUBJECT: WINDSOR ASSEMBLY OF GOD PRELIMINARY DRAINAGE INFORMATION DATE: 12/16/2004 CC: TODD HODGES Windsor Assembly of God,Weld County,Colorado is located in the northeast corner of SH 257 and Weld County Road 72. The church currently owns 14.92 acres but will only be disturbing 6.33 acres. This proposed development includes constructing a new church,parking lot and access. The access point shall be located off of WCR 72. The site currently drains from north to south and this drainage pattern will be maintained with this development. The soils report from Ground Engineering and Weld County Soil Survey indicates that this is a sandy loam soil. The official classification is Kim Loam which is a type B soil. Per the PUD Sketch Plan Comments,this site is required complete a drainage report and detention. Detention is required to be for the 5 & 100 year events and will release at a 5 year event pre-developed flow rate. This site has utilized the UD&FCD FAA Detention method in conjunction with the Town of Greeley Rainfall data as was previously agreed to,please see attached e-mail. The rational method Q=CIA will be utilized in the routing, Q and Tc calculations. A weighted impervious factor has been calculated for the 6.33 acres disturbed at this time. The impervious factor calculated is 24%, please refer to attached calculations. The detention calculations are also attached. These calculations reflect the UD&FCD requirements but the allowable release rate unit has been adjusted to reflect Weld County's requirement of a 5 year pre-developed release rate for the 100 year event. The Q for undeveloped conditions has been calculated to be 2.07 cfs. The on-site pond will also include water quality volume per UD&FCD. Please see attached calculations. The front half of the building,parking lot and access drive will be routed to the pond. The parking lot has been graded to discharge at the southwest corner of it into the pond. The access drive indicates that 2 inlets are required to catch this portion of the site and the discharge of this 7000 Broadway,Suite 320 Denver, CO&0221 7:e MAIN; 720.214.2115 FAX: 303.451.7567 "' ""'" www.latitudes9.net • storm sewer is on the eastern edge of the pond. The areas along the south and east of the building that will be graded but landscaped will continue to follow the existing drainage course. The pond has been designed to outfall into the existing drainageway located along WCR 72 which is connected to an existing pipe that runs under the road and discharges into a 2nd open channel on the south side of the road. Attached with this memo please find the weighted impervious calculations, 5 year undeveloped calculations,detention pond sizing and e-mail agreeing to the methods of calculation and rainfall. Also please find the soils information for this site. If you have any questions,please contact us. 2 ^ ^ Page 1 of 1 Debbie From: Peter Schei [pschei@co.weld.co.us] Sent: Wednesday, December 01, 2004 3:24 PM To: Debbie Subject: RE: Windsor Assembly of God Detention Pond Design Debbie: Looks good. Happy Holidays, Peter. Peter SCHEI,,P.E.,N.S.P.E. Public Works Department Weld County psclt e i @co.weld.ca.us From: Debbie [mailto:dkula@latitude39.net] Sent: Wednesday, December 01, 2004 2:26 PM To: Peter Schei Cc: 'Cathy Johnson' Subject: Windsor Assembly of God Detention Pond Design Peter— Thanks for getting back to me today. We will proceed with the design of the pond utilizing the following data: Town of Greeley Rainfall Data and UDFCD Detention Pond Sizing Spreadsheet. If you have any questions, please contact me. Thanks again for your help. Debbie Kula Senior Project Manager Latitude 39 Engineering &Development Consultants 12/14/2004 Iy/IL//Oct p 1-W14 c,or ASSeinblyoffa c/ A--m{ = i4.yduc_ Adsfo d = to. 3242 = a7557ild.-7 Park h(/ Lo f - sy6/S, 5a - LS cCrtuS - C3a4. ba t`1, t ca3o.ocf; 6,Sa8,Sa 1 .: O In VI th Tolal PM/a/1YCa = s3006.2, T= /Dv NNN NON 67ravtl Fit? goad - l��d s , 49 l 21-1-O .-NO aaa rhil rnn 0 To iol d ismlx,( attea = 77707s: P f Tafallu `crape aiiex 497637. 75 11E8S(4io) + S308(0.&too) t toSag.sa ( v') tbaac.'l-4('/0)rl715377 ) Iwtd a7ssu3.7 =wta = ati. 05 . -' u.s& 44% z Syr P-1 -deW/Gp?'c( C = 0, 12 /,4 A = &,�3 = a.07,fs f jot SQ -a j1fk had W Q CV 0 . 14+ fot 140 hr dyad') ±irfl DETENTION VOLUME BY MODIFIED FAA METHOD RYII _\ (See USDCM Volume I Runoff Chapter for description of method) Project: Windsor Assembly of God-Weld County,CO Basin ID: b Yeer Event (For catchments less than 160 acres only. For larger catchments,use hydrograph routing methods) (Note:for catchments larger than 90 acres,CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. esign Information(InoufP 24 percent Catchment Drainage ImpeMousness I•= Catchment Drainage Area A= 6.33 acres Prsde ebomenl NRCS Soil Group Type= B A,B,C.or D Return Period for Detention Control T= 5 years(2,5,10,25,50,or 100) Time of Concanaalon of Watershed Tc= 10 minutes Allowable Unit Release Rate(See Table A) Pt= 013 Us/acre One-hour Precipitation P1= 1.49 Inches Design Rainfall IDF Formula I•C1•P1I(C24Tc)•C3 C1- 26.50 Coefficient One CoeftdentTwo C2= 10.00 Coefficient Three C3= 0.79 Determination of Average Outflow from the Basin(Calculated) Runoff Coefficient C= 0.22 Inflow Peak Runoff Op-in= 5.61 de Allowable Peak Outflow Rate Op-out= 0.82 cis Ratio of Op-out/Op-In Redo= 015 Table A Recommended Unit Flow Release Rate in cfslacre of tributary catchment within UDFCD boundehea. Design Frequency I NRCS(SCSI Hydrologic Soil Group li A B 060 2-yea, 0.02 0.03 0.04 5-year 007 0.13 0.17 laver 013 0.23 0.30 25-year 0.24 0.41 0.52 50-year 0.56 068 100-year 0.50 0.85 1.00 ...... A Determination of Detention Volume Using Modified FAA Method I 5 c-Enter Rainfall Duration Incremental Increase Value Here fee.5 for 5-Minute() Rainfall Rainfall I Meow Adjustment Average Outflow r Storage Duration Intensity Volume Factor Outflow Volume volume minutes Inchsthr cubic feet cis cubic feet cubic feet (input) luubrutl (output? (cutpml loulput) fauteuil (output) 5 5.05 2,110 1.00 0.82 247 1,863 10 4.03 3,366 1.00 082 493 2.813 15 3.38 4.237 0.83 0.69 617 3,620 20 2.93 4,895 0.75 0.62 740 4.155 25 2.60 5,420 0.70 0.58 863 4,557 30 234 5,656 0.67 0.55 987 4,870. 35 313 6,228 0.64 053 1,110 5,118 40 1.96 6.552 063 0.51 1,234 5.319 45 1.82 6,839 0.61 0.50 1,357 5,483 50 1.70 7,097 0.60 0.49 1,480 5,617 55 1.60 7,331 0.59 0.49 1,604 5.727 60 151 7,545 0.58 0.48 1,727 5,818 65 t 1.43 1,742 0.56 0.47 1,850 5,892 70 136 7.925 0.57 047 1,974 5,951 75 129 8,096 0.57 0.47 2,097 5.999 BO 124 8,256 0.56 046 2,220 6,036 85 118 8,407 0.56 0.46 2.344 6,064 90 1.14 0,550 0.56 046 2.467 6,063 95 1.09 8,686 0.55 045 2.590 6.095 100 1.06 8,815 055 0.45 2,714 0101 105 1.02 8.937 0.55 0.45 2.837 6,100 110 0.99 9,055 0.55 0.45 2,961 6,094 6094 115 0.95 9.160 0.54 0.45 3,081 120 0.93 9276 0.54 045 3,207 6,069 125 0.90 9.380 054 0.44 3,331 6,049 130 087 9.480 0.54 0.44 3.454 6,026 135 085 9,577 054 0.44 3,577 ' 6,000 140 0.83 9.671 0,54 044 3,701 5,970 145 081 9.761 0.53 0.44 3,824 6,,937 150 0,79 9.849 0.53 044 3,941 5,901. 155 077 9,934 0.53 044 4,071 5,863 160 0.75 10.017 0.53 0.44 4,194 5,822 165 0,73 10,097 0.53 0.44 4,317 5.779 170 0.72 10,175 0.53 044 4441 5,734 175 0.70 - 10,251 0.53 043 4564 5,687 I ^ 180 0.69 10,325 0.53 0.43 4,688 5,638 185 0.67 10,398 053 I 0.43 4,811 5,587 Stormwater Uetenaon Volume(Cubic Feet). 6 101 Stormweter Detention Volume(Acre Satin eased 1 UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 1.02b, July 2003 12/142074,11:48 AM 5 YR-UD-Detention v1.02b.Modified FAA Inflow and Outflow Volumes vs. Rainfall Duration intervention of Modified and FAA Outflow Plots Is at maximum detention volume 12.000 I 10.000 — 8,000 m Z 6.000 ' . • 4000 / 2.000 : 0 0 20 40 80 80 100 120 140 180 180 200 IDuration(Minutes) —s—Inflow volume —A—Modified Outflow Volume --FAA Outflow Volume UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 1.026,Released July 2003 12114/2084.11 46 AM 5 YR-UD-Delen8on v1.025.Mo9fietl FAA DETENTION VOLUME BY MODIFIED FAA METHOD ^- (See USDCM Volume I Runoff Chapter for description of method) Project: Windsor Assembly of God-Weld County,CO Basin ID: 100 Year Event (For catchments less than 160 acres only. For larger catchments,use hydrograph routing methods) (Note:for catchments larger than 90 acres,CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. 'esian Information(Mouth Cat meat Drainage Imperviousness I. 24 percent Catchment Drainage Area A= 6.33 acres Predevebpnenl NRCS Sell Group Type= B A,B,C,or 0 Rehr Period for Detenton Control T= 10D years(2,5,10,25,50,or 100) Time of Concentration of Watershed Tc= 10 minutes Allowed,Unit Release Rea(See Table A) q= 032 clalacre OnafnurPmdpllalon P1= 278 inches Design Rainfall OF Formula I•C1•PII(C2+Tc)^C3 Coefficient One C1= 28.50 Coefficient Two C2= 10.00 Coefficient Three C3= 0.79 Determination of Average Outflow from the Basin(Calculated)' Runoff Coefficient C= 0.46 Inflow Peak Runoff 0pin= 21.63 cis Allowable Peak Outflow Rate Op-out= 199 cis Raba of 04:rout/Op-In Ratio= 0.09 Table A Recommended Unit Flow Release Rate in cfalacre of tributary catchment within UDFCD to ndanas. Design Frequency I NRCS(SCS)Hydrologic Roll Group A I B C8❑ 2-year 0.02 0.03 0.04 5-year 0.07 0.13 0.17 10-year 0.13 I 013 0.30 25-year 0.24 0.41 052 50-year 0.33 0.56 0.68 100-year 0.50 I 0.85 1.00 owl', il Determination of Detention Volume Using Modified FAA Method 5 =-Enter Rainfall Ouraton Incremental Increase Value Here(e.j.5 for SMlnules) Rainfall Rainfall Inflow Adjustment I Average Outflow 1 Storage Duration Intensity Volume Factor Outflow Volume Volume minutes incbealhr cubic feet cfs cubic feet cubic feat (nma) (output) (outputi (output) (oulpull Ioulput) (output) 5 933 8.143 1.00 1.99 598 7,545 10 7.43 12,975 100 1.99 1.196 11,780 15 6.23 16,317 0.83 1.66 1.495 14,823 20 5.39 18,838 0.75 1.49 1,793 17,044 25 4.78 20,848 0.70 1.39 2,092 18,755 . 30 4.30 22,512 0.67 1.33 2.391 20,121 35 3.92 23,931 0.64 1.28 2.690 21.241 . 40 3.60 25,165 0.63 1.25 2,969 22,176 45 3.34 26,258 0.61 1.22 3289 22,970 50 3.12 27,237 0,60 1.20 3,587 23,050 55 2.93 28,125 0.59 118 3,886 24.239 60 2.76 20,937 05B 1.16 4.185 24.752 65 2.62 29,685 0.58 1.15 4,484 25102 70 2.49 30,380 0.57 1.14 4.752 25,597 75 2.37 31,028 057 1.13 5,081 25,946 B0 2.26 31,635 056 1.12 5,380 26,255 85 2.17 32,207 0.56 I11 5,679 26,527 90 2.08 32,747 0.56 1.11 5,978 26,769 95 201 33.259 0.55 1.10 6,277 26,962 100 1.93 33,746 055 1.10 6.576 27,171 105 1.87 34,211 0.55 1.09 6.875 27,336 110 1.80 34,655 0.55 1.09 7,174 27,481 115 1.75 35,001 0.54 1.08 7,473 27,608 120 1.69 .35.469 054 1.08 7.771 27.718 125 1.64 35,882 054 1.06 8,070 27.511 130 1.60 36.260 0.54 1.07 8,369 27.691 135 1.55 36,625 0.54 1.07 8,658 27,957 140 151 36,978 0.54 1.07 0,967 28,011 145 147 37,319 0.53 1,07 9,266 28.053 150 1.44 37,650 0.53 1.06 9,565 2B.065 155 140 37,971 0.53 1.06 9,864 28,107 160 1.37 38,282 053 106 10,163 28,119 165 1.34 38,584 053 1.06 10,462 25.123 170 1.31 38,579 0.53 1.05 l 10,761 28,118 175 128 39,165 0.53 105 11,059 26,106 „Fe.. 180 1.26 39,444 0.53 1.05 11,358 28,086 I 185 1.23 I 39.717 0.53 1.05 11,657 28,059 Stormwater Detention Volume(Cubic Feel)• 28,123 Stormwater Detention Volume(Acre Feet)• 0.6456 UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 1.02b,Released July 2003 100YR-UD-Detention v1,02b,Modified FAA 12115/2004,10:57 AM Inflow and Outflow Volumes vs. Rainfall Duration Intersection of Modified and FAA Outflow Plots Is at maximum detention volume 45,000 40,000 35,000 30,000 LL 25,000 E 20,000 r J 15,000 10,000 - - 5,000 0 0 20 40 60 80 100 120 140 160 180 200 Duration(Minutes) -a--Inflow Volume ti—Modified Outflow Volume FAA Outflow Volume UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 1.02b,Released July 2003 R-UO-oetenton vi.02b,Modified FAA 14/15/2(104,10:57 AM STAGE-STORAGE FOR IRREGULAR GEOMETRY Project: Basin ID: Des'gn Information (Input): From the pond site grading plan, enter water surface elevations and measured contour areas in ascending order. Water Eq-elev. Volume Surface Contour above Elevation Area Datum ft square feet acre-ft (input) (input) (output) 4837.50 0 0.00 4838.00 1,059 0.01 4839.00 9,646 0.13 4840.00 16,838 0.43 4840.73 16,939 0.72 4841.00 19,154 0.83 100YR- UD-Detention v1.02b, Irregular 12/15/2004, 1:36 PM r. Todd Hodges Design, LLC Windsor Assembly of God Use by Special Review Application Excerpt from Soil Survey of Weld County, Colorado Southern Portion USDA Soil Conservation Service In cooperation with Colorado Agricultural Experiment Station hn .. m Y ,,_ $' Nor t0 SCAN '. CtiS � 'a LAfvC, r ;» s5 at t� �F 4,t 4�1 ,'. yy .. f '' I YSkY 1 1yb .., S E( 4 . .. LR )4 'a- .,...... � s fir; b r� a�� R'r 33 y' b t£ , c'� t, ., s,- ,x tit ,-. .vi „r-"�- U 1 ,• ,� , `+n ads ,! ', c.4O �` 7 3 -A:04.41,4, xkX A "r i ax q s, ir z J/ did; �# ��°' :; , € .1' r.� Fa{ i. X :lei"r. . i ar,. a v y '$: r y F P '� �� 1 �,Z t s, M,'' _r' rte' .a. � Su y4� �' � S �� "k � � r � 3�• <pn Applicable Soil Classifications: 32, 47, 52. Narratives to follow map. 1269 North Cleveland Avenue • Loveland, Colorado 80537 • (970) 613-8556 • fax: (970) 613-8775 email: toddhodgesdesign@earthl/nk.net _ 30 28 26 21 2 618 38 31 .x.38 12 iTT1 ±mo Si L3 41 ---iii 8 I EELEY -- _ I Y cr e �� '�1 1 �� 85(5 c",� I I r 28 i � �� 1.LDN t ■ I AKRON 1 CKLEY I �,1� �y7 r E�I I 1 g I I 1-1 r n -s L' ! I h 5I I// ��Gr yS '. .I — p /— I � , v� �� - o I C CII. v �1 N, � � . I I 11 I _ sue --- - - -- r ,n la 1 /GTI;t- 1 . ,,, `o � � — rii— I I Huc, lh ` — — v 30.--r,_,\ , �� In c a r',�� '� ,PPS ents -chn dal-, ac _ 4il �I tershed CHEY'• • ;0. 3, I U � " �l rol ogl a� `. `�V ELLGD D," , 18 ,E I Ncs . I s I 12 �_( _ `o I J I I - -- � � .�: 1. f PI � � � (_ — — —7 HA SWELL --- � 1 32.5 � 1 I' J v 1 / 1 ( ..v l - \ / jk�i . w ,aasr ----,'-•:---C..,--,:,--7,---''E h rte' - .....y r-.—.._ �._-.- + - ar 7ad�lrt+ `. . sal • /ian I Luis �.� ° 2tt I-� I SPRING ILO l di "1►L �U. . s F • �. U R E I — 2l \ UB ` .nn.. a 8 �_ @ / `�► a 35 e\ fell �,1 I . F,p'/ `.,„ _a. �Z c9�` 1 K B-10 Table B .1--Continued REKNIT KIISAP c. IB KAPLL 0 KITIANNING ISAAC JONUS JOPLIN KARLUK C KERN KITIITAS ISAADUAN /C JOPPA KARAAK B KERPICK JORDAN BKERSHA KITT0.EOGE ISABELIKARRE B KERSHAW KI1130M ISAN JCPNABO A KFRSICK KIUP Ac ISANTI JOKY KAR5 ISHAM JOSE KAR C KERSION, /0 KIVA ISHI PISHI JOSEPHINE KARIAR HSI B KENT KINANIS ISLAND JOSIE RASHNIINA B KESNJN KLA$ATHK ISLA JOY KASRICF A KESS EK KLABER I5TMKPCGI JUBILEE KASCI B KET KASCIA C KfICYLY KL AFATM /0 ITSNDOT JU KLAUS IUKA V JUDITH KASSCN A KETTLE KLAXASI JUOKINS KAIACA C KEYILEMAN IVA KCIiKEx KLEJ IVAN JUOSDN KAIERC NAEYCY KEVIN KLICKEP IVES JURY KLRALNAF. KLICKCTIT JUGET KATE IVIE JUGHANOLE KAINIME KEYS EYCENAM KLINE IVINS KLIAESVILLE /0 a•. IIGUAA JULES KATULAKLINGER JULESBURG IZEE KATY KEYES KEYPORT KLOBOIKE JULIAETTA KAUFMAF KLONE JAM/ JUMPE RAVEL KEYTESVIL LE JUNCOS RAVEL! KEZARIANA KLUTINA N JACANA JUNCOS KANAINAE KIANIE KLOIEN JACINTO JUNCTION KANAIHAPAI KICKER KLUTINA CHEEK JUNEAU KAXBInGAM C KIDKERV IL LE KNAPPA JACKLIN JUNEAU KAWICH A KIDS KNEELAND JACKVIFE JUNIUS KAXKANLIN 0 JUNG KIELN KNIFFIN KIEHL KNIGHT JACKS KEAAU 0 KNIK JACKSON JURAUITOS KEAHUA C KIEV JACKSONVILLE JURA KEALIAEKUA C KIKONI KNOBPA Kk♦LIA 0 KILAPC KNOB HILL �, JACKS JUVA KNOWLES JACOBSFk JUVAN KEAKSBURG 0 KILAUEA OUR KNOX JAGUAR KEATIS B KILBURNNE KNULL JACQUES KAILUALU • KEATING 0 KILBU0.k JACOUITH KACMEMAK KEAUAKAP 0 KILCHIS KOASEN JACNIN KAOASHAN AN KEELERAPU B KIL000. KKOBA0. c JAFFREY KADEOA REELER B KILKEN /0 KODF JAGUEY F.S KAUEKA RICH C KILKENNY LOCK KODAK JAL KAFKAA RECKO B KILLEUCR /0 KODIAK CANYON /C KAEHI REOPEN C KILLER KOEMLE0. �� REEFERS C KILLIACN00.TH KOELE J AM ESI CAN KAHALUU KEECAN KILLPACK KOEPKE JANE KAHANA KEEI 0 RILMEROUE KOEPLING _ JANKAHANUI KILLS KOGISH r JANSENSCN KAMLER KEENEE B KILCHNNA MORE JANHCE KAHOLA KEEKE C KILNIXNING KOKEE JUNTA RAN SHEETS KEGAC MOKC --- JARIT KAHUI KEG KIM 1 IIA KOKCKAMI JAPV15 KAIKLI KEISLA {KIMBAL JASPER KAILUA KEISEEY KIMBALL KOKOMO /0 v- JAIILAS KAINU KEISER KIMBERLY KOLBEPG KAINALIU KEITH KIMBRCUGHMERLIN • KOLLSLLE JAVA FAIRER)! KEKAMA KIMBk0.LIN4 ROLLS JAY KIND • ___ JAYFM KAIWIKI KEKAKE KOLCA JAYSON KALAE KELLER KINK KELLY KINCC KO N• JEAN KALAMI IS KOMANA -- JEANEREITE KALAMAZOO KILNKINGFISHERKONNER JEAN LOKI KINGF IXF KALAPA KELSEY KINGHU0.HER T KELSC KIM1GY AN KOFLKTI JEODL KALACPAPA KINGS /0 KOOLAU JEKLFY 511N KALIFONSKY KELVINP KINGSBURY KOOSKIA --_ JERSEY KALIHI KELVIN KOOTENAI JENK KALISPKLL KEMCC KINGSLEYTON KOPIAM JENKINS KALKASKA KEMRSVILLE KINGS RIVER RD JENKINSDN KALPIA KENAICN KINGSTON KOPP RK JENNINS KALOKO L KEKAI KINGSVILLE KOPPES xENCASVILLF KINKEAD KORCHEA ORKNAk JENNINGS KIL OL'uCH - KINKEL KORNMAN __ JENNY KALSIN RENCALLKOSIER J LxAIILU KAMACK NEACILI KINKCR4 JEPICH'O KAMAKUA KENCALLVILLE KINMAN KOSSE • JEREME KAMAOA KENESAW KINNEY )(OSIER KAMAOLE KEANOOR MINNICK KOSZTA JERRYKINKEAD KOUTS JESJEL KAMR.AR KEANALLY KOVICH JESSE CAMP KANAEEC KENNEB' KINROSS __ _ KENNEBEC NEBEC KIN STCN KO YEM e KANAKA KOYUKUK JFII KANAPAHA /O KENNEDY KINTON JIGGS KANOIK KENNENICK KINZEL KRAOE RIM KANE KENNEY KIONA KRANZBURL KLAAEY LAKE KIPLING KRATKA KANECHE KIPP KRAUSE JIMTOWNF1 KANEPUU KENC )(REAPER JJU KANLEE KENCNA KIPPEN JCMCS RANOSH KENSAL KIRSCH KREMLIN JOEec RAKES KENTPU0. KIRK /D KRENTZ SSO KAPAA KENT KIRKFAN KRUKSOA JOEL NAPIPALI NEKTON RIP KTCN KRUY JOSS KINKTCR KRUSE JOHNS KAPCOOK KLC KRUZOF JOHNSEN KAPDXSIX KECLOAR KIR —_ JOHNRCN KAPUHIKANI C RECAA KIRVIN SR RUBE JBHNfCIN ID KANAMIN C RECTA KISRIAG KUBLE0. JFmN5 vJDn KANDE C RECAS KISSICK KUGER ...••••... JOKE KARHEEN C KEPLER RISTLER /0 KUEI JOUST KARLAN C KERRY KITCHENL S KU CK JIINFSVILLE KANLIN A K[RMEL KITCHEN CREEK KUHLHL �-TT NITEE TA HOLSOIL GROUPS SUCH AS RIO In 01 CATESF THE ORAI ENPHOPAIPEO'SITIRIATInDT TE P.��I°E0 January 1971 — Report Date: 12/08/2004 09:17AM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO: R0169101 rASSESSED TO: NINDSOR ASSEMBLY OF GOD 416 OAK ST WINDSOR, CO 80550 LEGAL DESCRIPTION: PT SW4 4-6-67 LOT B REC EXEMPT RE-2581 SITUS: WELD PARCEL: 080704000052 SITUS ADD: WELD TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2003 TAX 149.88 0.00 0.00 149.88 0.00 TOTAL TAXES 0.00 GRAND TOTAL DUE GOOD THROUGH 12/08/2004 0.00 ORIGINAL TAX BILLING FOR 2003 TAX DISTRICT 0430- Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 21.474 34.57 AGRICULTUR 5,545 1,610 SCHOOL DIST RE4 55.118 88.74 NCW WATER 1.000 1.61 TOTAL 5,545 1,610 NWC WATER 0.000 0.00 WINDSOR SEVER FIRE 5.219 8.40 AIMS JUNIOR COL 6.322 10.18 WINDSOR LIBRARY 3.546 5.71 WEST GREELEY CONSERVATION 0.414 0.67 TAXES FOR 2003 93.093 149.88 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 1, REAL PROPERTY-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. P,O. Box 458 Greeley, CO 80632 (970) 353-3845 ext. 3290 WELD COUNTY TREASURER Pursuant to the Weld County Subdivision Ordinance, the attached Statement(s) of Taxes Due, issued by the Weld County Treasurer, are evidence that, as of this date, all property taxes, special assessments and prior tax liens currently due and payable connected with the parcel(s) identified therein have been paid in full. SSne Date: A2 O ?S y Hello