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Home My WebLink About20160007.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL 4 tSb0 - t REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # /$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 0 8 0 7 - 1 8 - 0 - o o - 0 6 0 (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 23495-B PT S2NW4 18 6 67 LYING E OF CO R Section 18 , Township 06 North, Range 67 West RD (1 .04S) Zone District:Agricultural , Total Acreage: - 51 AC , Flood Plain:N/A , Geological Hazard: N/A , Airport Overlay District:N/A FEE OWNER(S) OF THE PROPERTY: Name:Stan Everitt / Everitt Companies Work Phone # (970) 204-6342 Home Phone # Email StaneAeverittcompanies.com Address:3003 East Harmony Road, Suite 400 Address: City/State/Zip CodeFort Collins, CO 80528 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: Authorization must accompany applications signed by Authorized Agent) Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code PROPOSED USE: Please see USR narrative for proposed use information. I (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. /c,- r y Th'v' cL- C J_ 1 ( - l.5" Signature: Owner or Authorize Agent Date Signature: Owner or Authorized Agent Date . GROUP landscapearchftecture I planning I illustration February 20, 2015 Weld County Department of Planning Services Attn : Tom Parko 1555 N 17th Avenue Greeley, CO 80631 USR Questionnaire: 1 . Proposed use of the property: Presently the property is a certified organic dairy operating under an existing USR (See Attached). This request to amend the USR is associated with an application for a Recorded Exemption on the property. Once amended , the proposed Lot B of the Recorded Exemption may continue to be used as a dairy under the existing USR along with the following additional uses: 1 ) Community Supported Agriculture (CSA); 2) Self-storage (both enclosed and open); 3) A new single family home site in addition to the existing caretaker's residence. The vast majority of Lot B will remain as farmland that will support the CSA operation and/or other agricultural uses. A new building site for a single-family residence will be included within Lot A. CSA Land Uses: The eastern side of Lot B will be dedicated to a Community Supported Agriculture (CSA) operation that will include garden areas for food and decorative plants, greenhouses, tool and equipment storage buildings, equipment maintenance shop, garden retail center, livestock area , garden caretaker quarters (mobile home) and other areas and/or facilities that support the CSA operation . Most of this area will be seasonal , opening in March and tapering off in early November. An area for livestock, associated with the CSA and/or dairy, is also proposed for a portion of the site. Self-storage Uses: There is a large existing barn/storage building on site that will be utilized for enclosed vehicle and equipment storage. Additional enclosed storage is proposed around this building configured as a typical self-storage facility. Boats, RV's and other vehicles will be stored in an open storage area on the west side of the barn , screened from view by the barn and privacy fencing . This entire area will be fenced and secured by a gate at a single point of entry. The existing home will house the caretakers/managers of the self-storage areas. This area will be open year-round with the majority of activity occurring in late spring , summer and early fall . 2. How this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan: This proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan in the following ways: 1 . The site will remain the current agricultural zone designation to maintain agricultural opportunities for the future per A.Goal 1 . '114 Mountain Ave. TEL 970.532.5891 Berthoud, CO 80513 WEB TBGroup.us 2 . The landowner will continue to promote a quality environment free of derelict vehicles, refuse and litter (A. Goal 4). 3 . Existing buildings will be used in order to minimize the built areas on the parcel (A. Goal 5). 4. This site can support the conversion of agricultural land and the proposed use is compatible with the region (A.Goal 7). 5. Adequate existing sanitary sewage and water systems area available for the site, surrounding roadways are adequate to serve the proposed land-use and the existing storm water management will not change since the site will be used in an `as-is' condition (A.Goal 8). 6 . Natural site features such as topography and watercourses will be conserved since the site will be used in an `as-is' condition (A.Goal 9). 3. 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: The current zoning is Agricultural with a USR for the site. The zoning and USR will remain the same for this site, except for the addition of uses allowed under the Amended USR and the abandonment of the USR from Lot B of the Recorded Exemption . The uses, buildings and structures will be operated and maintained in accordance with the requirements and procedures set forth in Section 23-3-20, Article II , Division 4, W. This allows for "uses similar to those listed as Uses by Special Review as long as the use complies with the general intent of the Agricultural Zone District". 4. Types of uses surrounding the site: Agricultural uses are located to the north and south of the site. Rural Residential is located to the west and Sub-Urban Residential to the east of the site. 5a/b. Number of people who will use this site: The existing single-family house will be used as housing for the on-site manager of the Self- storage facility. The mobile home will house the caretaker of the CSA operation . The number of people visiting the site will vary seasonally and the time any individual or group spends at the site will also vary according to their personal activities. Some employees or volunteers will tend the garden plots. Customers will stop by to pick up food baskets. Families may come to 'pick your own' corn , pumpkins, vegetables, flowers, etc. during the growing and harvesting seasons. Others using the site will include people periodically accessing the storage areas. The total number of people who will use the site at any given time will fluctuate. On average, we anticipate 1 -12 people on site at any given time. 5c. Hours of operation: Standard hours of operation are 7:00 am - 7:00 pm except for some special events and/or evening events, primarily during the summer. Hours for special/evening events would be no later than 9:30 pm with a maximum of 15 events per year. Special events might include cookouts, concerts, antique equipment shows, harvest days, holiday lighting and/or other seasonal activities. Legacy Farm Dairy 02. 13. 15 Page 2 5d . Type and number of structures to be erected (built) on this site: See plan drawings for details. Existing Facilities Proposed Facilities Barn Garden Barn House New Garage Garage Enclosed self-storage garages Milking Parlor Retail store Greenhouses Multiple sheds and outbuildings Fences and gates Equipment Maintenance and Storage shop Gravel driveways and parking Feeding pens and troughs Silo 3 Mobile home sites Gravel driveways and farmyard 5e. Type and number of animals, if any, to be on this site: Animals anticipated for this property include livestock that would be associated with a dairy operation or CSA. These may include beef/milk cows, goats, chickens and pigs. The overall quantity will not exceed the amount allowed in the existing USR. 5f. Kind of vehicles that will access this site and how often: The types of vehicles that will access this site include personal vehicles and some light trucks with trailers for transporting farm materials and livestock. RVs, boats and other stored vehicles will also access the site. Small-scale farm equipment will also be on site. The frequency of site access will vary but large volumes of traffic are not anticipated . Public access to the site will be limited to one main entrance/exit from CR 68.5. Employee, emergency and fire protection will have one additional access from CR 68.5 and one other access from CR 13. Estimated Annual Traffic Counts Access #1 (west side of property — access to WCR 13) Access #2 (south side of property — access to WCR 68.5/bisecting property) Access #3 (south side of property — access to WCR 68. 5/600' east of access #2) Access Annual (approximate; Traffic Count Access #1 1 ,460 Access #2 1 ,460 Access #3 1 ,825-2, 190 5g. Fire protection: The Windsor - Severance Fire District will provide fire protection for the site. 5h. Water source on the property: Domestic: North Weld County Water District. Irrigation : 3 wells. 5i. Sewage disposal system on the property: There is an existing septic system for this site that serves the existing house and mobile home site. Composting and diversion into an existing lagoon on the NE corner of the Property will handle dairy and livestock waste. Portable toilets will be provided for guests. Additional improvements that require sewage disposal will be served by new septic system(s) designed according to Weld County specifications. Legacy Farm Dairy 02. 13. 15 Page 3 5j. If storage or warehousing is proposed, what type of items will be stored: There is an existing barn/storage building on site that is anticipated to be utilized for vehicle and equipment storage. Boats and RV's will be stored in the open storage area. The types of items anticipated in the self-storage (enclosed ) area will include typical household items. Some storage of business related items might also be stored in the enclosed storage areas. 6: Proposed landscaping: The site will be used in an `as-is ' condition. No new landscaping (except garden and flower beds) is proposed at this time. New perimeter and interior fencing will be installed for aesthetic and security enhancement. 7. Proposed reclamation procedures when termination of the Use by Special Review activity occurs. Not applicable. 8. Storm water drainage: The off-site and on-site drainage patterns will remain as-is. Minimal paving is anticipated and the footprints of any new improvements will replace the equivalent amount of existing footprints of concrete feeding troughs, agricultural outbuildings, paved silage pits and other non-porous facilities. Additional volumes of storm water are not anticipated . Storm water on the south side of the property will continue to flow into the barrow ditch associated with CR 68.5. Storm water on the north side will continue to flow into the lagoon/retention pond area in the NE corner of the entire property. This area will be improved to accommodate increased storm water retention and enhance water quality. A small portion of the North side flows NW with this storm-water retained and percolated into the ground. Please refer to the accompanying Storm Drainage Narrative prepared by Northern Engineering Services. 9. Time required to construct this site: We anticipate 4 to 6 months of construction in order to begin initial operations of any new uses. Additional buildings and greenhouses will be submitted by separate building permit. 10 . Storage and/or stockpile of wastes: Waste will be kept in dumpsters on-site. Regular waste removal will be scheduled with a local disposal company. Garden composting piles will be minimal . Dairy or livestock waste will continue to be handled in the lagoon and by composting manure. WASTE HANDLING PLAN : Waste will be kept in dumpsters on-site. Regular waste removal will be scheduled with a local disposal company. Dairy and livestock waste will be handled as described above . We anticipate generating the following types of waste: 1 . General refuse 2 . Garden debris 3 . Livestock waste The following companies will be used for waste removal : Gallegos Sanitation Legacy Farm Dairy 02. 13. 15 Page 4 FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name: Legacy Farm, LLC Phone:9 Address:3030 South College, Ft. Collins, CO City, ST, Zip:80525 Business Owner:Stan Everitt Phone:970-222-4151 Home Address:695 Southwood Lane, Windsor CO City, ST, Zip:80550 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Stan Everitt Owner 695 Southwood Ln, Windsor CO 970-222-4151 Sara Everitt Owner Same 970-686-0451 Aaron Everitt Partner Same 970-577-1924 Business Hours:7:00 am - 7:00 pm Days: M, T, W, TH, F, Sat, Sun Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company:No alarm Location of Safe:N/A MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building:2 Location(s): Front and rear Is alcohol stored in building?NO Location(s): Are drugs stored in building?NO Location(s): Are weapons stored in building?No Location(s): The following programs are offerer a public service of the Weld Coun riff's Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: Power pole and panel north of garage Gas Shut Off: Propane tank Exterior Water Shutoff:At street in meter vault Interior Water Shutoff:basement - by water heater Legacy Farm Traffic Narrative USR Amendment This traffic narrative is for the proposed Amendment to the USR for the Legacy Farm located at 6427 CR 68.5 in Weld County. Proposed access to the property is in 3 locations. # 1 is on the west side of the Property and it accesses onto WCR 13 . #2 is on the south side of the Property and accesses onto CR 68.5, approximately splitting the property in half. #3 is also accessing CR 68.5 and is approximately 600' East of access #2 . Access #3 will be the primary access point for the activities associated with the USR. # 1 and #3 are access points for the building sites on the property as well as the acreage crop farming operations. Based on the uses proposed in the Amendment to the USR, it is anticipated that traffic activity will be minimal. The Community Sustainable Agriculture (CSA) use will have on-site caretakers to manage the garden areas and livestock. Periodically spread throughout the week, members of the CSA will drop by to collect their produce and other food. Due to the sporadic nature of these pick-ups and the small number of participants, it is difficult to predict any peak hour or non- peak hour impacts this traffic will have, but it should be negligible. The self-storage business traffic is also sporadic and should have negligible impact on traffic. Summer season is busier than off-season for RV's, boats and other recreational vehicles stored on site, but these moving in-and-out activities are typically spread out over different days of the week and different hours of each day. Typical household self- storage also has the same pattern of activity. The managers/caretakers of the self-storage business will be the only employees and will live on- site. Both uses will have typical business hours of operation; i.e. 7am opening to 7pm closing; closed Sundays. There will be periodic deliveries to both operations by trucks but these are anticipated to be infrequent. Overall, traffic will be light and have negligible impact on the adjoining roadways or regional traffic activities. RECEPTION# : 20150015023 , 03/17/2015 at 01 : 35 : 02 PM , 1 OF 1 , R $11 . 00 TD Pgs : 0 Angela Myers , Clerk & Recorder , Larimer County , CO STATEMENT OF AUTHORITY 1 . This Statement of Authority relates to an entity named LEGACY FARM, LLC, a Colorado limited liability company 2. The type of entity is a o corporation o registered limited liability limited partnership o nonprofit corporation o limited partnership association ®limited liability company o unincorporated nonprofit association o general partnership o government or governmental subdivision or agency a limited partnership o business trust o registered limited liability o trust partnership 3. The entity is formed under the laws of the STATE OF COLORADO 4. The mailing address for the entity is 3030 S. COLLEGE AVENUE, SUl"CE 200 FORT COLLINS, CO 80525 5. The Li name, or o position of each person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the entity is Stanley K. Everitt, its Manager. 6. (Optional) The authority of the foregoing person(s) to bind the entity is o not limited o limited as follows: 7. (Optional) Other matters concerning the manner in which the entity deals with interest in real property: 8. This Statement of Authority is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. h Executed this / t� day of March, 2015. LEGACY FARM, LLC, a Colorado limited liability company o �,' .it r • By: vir..5f.tutic n =. a Stanley K. Everitt, Manager .4 9 State of Colorado ) SS. County of Larimer The foregoing instrument was acknowledged before me this /7 -day of March, 2015, by Stanley IC. Everitt, as Manager of Legacy Farm, LLC,. a Colorado limited liability company. Witness my hand and official seal. My cornrnissip ex ices: /., 7 <<d1VIn DIANA M. HOLLAWA Notary Public ARY PUBLIC STTEtOF COLORADO NOTARY ID 1996.4021581 .4 MY COMMISSION EXPIRES JANUARY 11 2017 ..^,_ ._._. _.... .._. .. •�•--- ..;T-.^:�..^.: --ti::'^"ar•^!•R>:9 ..Z.;_ _.... ._._ _.. - - - ""Y[C^•rgC+S"� �1S^1TA}6^/tt •• a! n'F [h,�7`^ C`J•F ..Crr1'-•..^.t"."r4T'STr�-%5:_.. _�...,y._.__.._ _ ._ ,..., (iy. . Sr ..I .'.'.'. :. . . 1.. .;. ...::,.. :i' ':Y, s:' ..f.�a. _w'+..�'•^nq[.. t. ry 1 w . - i•L:.l..il;•N l h.I�f4 t .f. ...f, .�1}. •$$'u}IIrY:S. frlii.. a�a•.t h[% 1gL4 L,.4••.,r.;'a•p;}::} 'tavi.:'�. . . . . _ . . '. f I'M1 7[6!fbA�. i t. . .. ..... , . , . , . .., ..$,.,Ikx.:n2• a". ... }1:.vs,t...,..Ittyi.l{..}Fi.11i:• _ _ ... . . •-0r........[N1tV..�.. ..JA....Yl....S.t....�}.$.t..... R4P..c�{.......xX. ..O.I Lul. t. _. .. .. ,tN . ... N �' r Weld County Planning and Building Department 1555 N 17`h Ave Greeley, CO 80631 Marguerita B. Cattell, owner Windsor Dairy, LLC P.O. Box 920 Laporte, CO 80535 March 15, 2015 To Whom It May Concern, Windsor Dairy owned and operated a Grade A Dairy farm licensed in the State of Colorado from January, 2000 until mid-December, 2014 at the property owned by me located at 6427 WCR 68.5, Windsor, Colorado. Cattle were removed in mid-February of this year. The site has had an active dairy farm since at least 1970 and was registered as Double B Dairy and Shuns Dairy. When, I purchased the farm from Bill Shutts in 2000, his dairy was producing milk for DFA and subsequently relocated to Ft. Morgan. Please contact me or the Colorado Department of Agricultural if you require further verification. Sincerely, 'la/ .2 - e ,--e, Marguerita B. Cattell, DVM MS Windsor Dairy, LLC Certificate Of Taxes Due Account Number R1430386 Certificate Number 106722 Parcel 080718000060 Order Number Assessed To Vendor 1D 63 LEGACY FARM LLC FIDELITY NATIONAL TITLE CO FORT COLLINS 3030 S COLLEGE AVE. UNIT 200 343 WEST DRAKE ROAD STE 200 FORT COLLINS, CO 80525-2557 FORT COLLINS , CO 80526 Legal Description Sites Address 23495-B PT S2NW4 18 6 67 LYING E OF CO RD (I.04S) 6427 68.5 CR WELD 000000000 Year Tax Interest Fees Payments Balance Tax Charge 2014 $5,287.62 $0:00 $0.00 $0.00 $5,287.62 Total Tax Charge $5,287.62 Grand Total Due as of 03/17/20I5 $5287.62 Tax Billed at 2014 Rates for Tax Area 2410 - 2410 Authority 111 Levy Amount Values Actual Assessed WELD COUNTY 15.8000000* $1,020.36 AG-FLOOD IRRRIGATED $22,229 $6,450 SCHOOL DIST RE4 47.2970000 $3,054.44 LAND NORTHERN COLORADO WATER (NC 1.0000000 $64.58 AG-GRAZING LAND $206 $60 WINDSOR-SEVERANCE FIRE 7.1940000 $464.59 AG-WASTE LAND $28 $10 WINDSOR-SEVERANCE FIRE (BON 0.6610000 $42.69 AG-ALL OTHER LAND $5,600 $1,620 AIMS JUNIOR COLLEGE 6.3330000 $408.99 FARM/RANCH $97,570 $7,770 RESIDENCE-IMPS CLEARVIEW LIBRARY 3.5920000 $231.97 OTHER BLDGS.- $667 $190 Taxes Billed 2014 81 .8770000 $5,287.62 AGRICULTURAL * Credit Levy ALL OTHER AG IMPS $167,164 $48,480 Total $293,464 $64,580 WARNING - THIS TAX CERTIFICATE DOES NOT WARRANT ANY TAXES OWED ON UNDERLYING ACCOUNTS OR PARENT OR CHILD ACCOUNTS. 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 - SEPTEMBER 1, REAL PROPERTY - SEPTEMBER 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WITH THE BOARD OF COUNTY COMMISIONERS, THE COUNTY CLERK, OR THE COUNTY ASSESSOR. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. fee4 , / TREASURER, WELD COUNTY, John R. Lefebvre, Jr. / 1400 N. 17th Avenue Greeley, CO 80631 Mar 17, 2015 12:57:30 PM Page 1 of 1 '. ...ffii -l.Y,.f.rl:.t rl:,��r Y r II'..... Y. .. ... �. - . . . w ' ;:C,1'I:r11i ��:: IiYi e�51��'�Im RV�1 rgRrl.......,-.; ._ ,Sn ri J:'_•�.i-� aS 11-2.4. n i l I l 1 I !.. :i ••p:'::.:`i"..i:«^L ..:- r.. . 1 l 4 la. 1{'.Y 0'e •I'„I: I I1¢ -�i� 4:.1 4' 1 i'f• .Ll lo. l.l mil ,r, a• 1r.9• : .•::..7::: ;::. '..I � 1 •b. I Il {{t 1 �a . :IC�i-: t�t r: .i!• fl�'•,•..j�- �.�—GI(.v��:, • �tJC. � .v.. •a1/.3'�gi<,T�.•. � ... � ,� � t �}I 1 �1':,�.1.1', t .. .41..1. �i' � .l: 1 `:•,18 ,:1'A✓:1„ f, I?ill ld,l 1 .4.5'01 l� 1 iW . f.. I b. 1 V ,I Ifri`i.•, . L .1.1 I•. . I. . --.,1". . .44.. . . ..':u .I:LA.:IL .1..1:i,••'! .t t i!�1 .11 . . �16•:4`?..,,t S�'d.a..:.f 1J.�1.�f4...1JY!(S'1`.U.t 1�.S'.: . ..`:.U✓. . ..... . . L...v"'i.�'.•:'�'. CERTIFICATION OF COMPLIANCE ENGINEERING DESIGNED TO WELD COUNTY CODE STANDARDS AND CRITERIA I AA e G ,J C. VAC . Consultant Engineer for L wLR AC e, L LCr ("Applicant"), understand and acknowledge that Applicant is seeking land use approval of L.cf.ea)Ac y Fs-+z ("Application") for the property described in the attached Exhibit "A." I have designed or reviewed the design ("Design") for the proposed land use set forth in the Application. I hereby certify, on behalf of Applicant that the Design will meet all applicable drainage requirements of the Weld County Code with the exception of variance(s) described below. This certification is not a guarantee or warranty either expressed or implied. (Engineer's Stamp) 's ..... . ' ��, • a O' .••' HG '•• '.r .ir27 f:.. • . . r = • = Engineer of Record Signature VARIANCE REQUEST 1 ) Describe the Weld County Code criteria of which a variance is being requested. 2) Describe why it is not possible to meet the Weld County Code. 3) Describe the proposed alternative with engineering rational which supports the intent of the Weld County Code. isA e S t=a AyT!}.c ,-+raj V-AiZ i s,erc.C 2cc; u cs F X44 /4_g, 4n!C E _ -r—c) 1a - n)[. F+ FREE aCai.lzL cEwtear I understand and agree that the intention of the Code is to reduce impacts of development on neighboring downstream properties and the public. I understand if this variance request is approved it is not precedent setting and is based on site specific constraints. Planning Director Approval indicated when signed by director or appointee,:----•-- /Out lanning Director Na Signature f, Date of approval v 'be 1/13/15 AMENDED USE BYSPECIAL REVIEW GROUF LLuwanw.4„...lIsms• LOCATED IN SECTION 18, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO I m, s — I ' • • • WW1/4Miaa a4-Pall.COLI.I tar Oen as •-- — -ICES094.1 'C as Laa. ..,.}ra iRIICA'S s010r ! far. •. Yr.7ila a.03 err. .. PART OF LOT B aI LOT a LEGACY FARM • •r I (Approximately AMENDED USE BY 49.33 AC) SPECIAL REVIEW I I 5,A.O1Ni FNVE.OPE i 44 �' ••• i I /` I WELD COUNTY DO asi - _ - _ 1. The Sits Specific Development Plop and Special Review Permit - le for a Livestock ccnfsnam.r-t operation 1600 head acs:mum -- Capacity dairy) as submitted in the application materials Oh - ` Ns // LEGACY FARM. file in the Department of Planning Services and subject to ' the Development Standards stated herein, — . S.IN ADO TION THIS S'TE SPECIE C DEVELOPMENT PLAN AND SPEC AL REVIEW PERMIT IS / •' - 300.9 Cell Hslmpm(Rwd MENDED TO INCLUDE THE FOLLOWING USES 1) COMMUNITY SUPPCATEC / —, r SA*400 AMENDED TURF(CSA)OPERA--ON THAT WILL INCLUDE GARDEN AREAS FOR F000 AND L I• I _ I CO, 80528 DECOAATNC PLANTS GREENHOUSES TOOL AND EQUIPMENT STORAGE BUILD NGS �• ovr000R. ; 870222 nT51 EQUIPMENT MA NTENANCE SHOP GARCEN RETAIL CENTER L VESTOCK AREA,GARDEN \ I COVERED STORAGE liltNeO Wet CARETAKER QUARTERS IM OR LE HOME IAND OTHER AREASANOFOR FACILITIES THAT 'O 0 V ' $T0R SUPPO THE GSA OPERATION 2) SELF-STORAGE USES NCLUDING ENCLOSED VEH CLE CI • IlatatQDf RT AND EOU:PMEN'STORAGE ANO TYPICAL I IOUSE,*DLD OR GUS NESSSELF-STORAGE OG — Ov.Tet'O A[W11gt FACL!TIES 3)TELECOMMV NIGATION5 TO'LNER TO BE LOCATED ON THE EXISTING SILO . ALL USES IN THE ORIGINAL USR SHALL REMAIN AS-IS SEE SWEET NLMBER 2 Loai+=stoetot 46 ,,J. 2. Approval of this plan may Create • vested property right •p PART OF LOTS -:_-7-1 ` •iDlsasl pursuant to Article 6" of Title lt, C.R.S., es amended, Eke5TlAG FARM re. ^ i�giL,j7, SILO/TELE V ..—_.. La ilf3. The applicant shell be responsible for corpiaance with the La E ____ism I I O NICaTgNS Cp14ia��} oviea 3hra rot feedlot eunoff fat}ja sirs as vrll ea ? itOean saRtAM11t[ I NEW GARAGE— _ . �� I0}��; any IO"ic:ens( rer.Y4z rata la"Dei D1 t.W CO Ore DepartneT,t I ' e.ILfNC _. ` SEA y.y.44 IASTMO{10RE of health, water Quality Control Division. j ENVELOPE I 11 T1.RD , 4a11� MWNd PARLOR GREEN-OUSE 1 1� �ILt1a1 4. The a licant shall comp! with all State Health Oe - _ 111*1 -I1 tyl J EsiSTWG HasE PP Y present emdirlLalDatt j- { • 3 tr ra (SLirsTORaGE require/netts for construction and operation eta dairy. RCuENOICSA I Li CARETAKER CARETAKER I L — — _J l �`� II' RESIOENG-El S. All construction on the property shell '•e in mace:dance with NOTES: RESIDENCE) I LOT A • i _ We l641100110114 W1e the reauirerants of the Weld County Building Code Ordinance. 1. REFERENCE USR-845 FOR ACCESSROAD/UTILITY ... EXISTING a'PRNAL"/ EMI-_MENT fOH LOI A (Approx. 6. The property owner or operator shall be responsible for OTHER SITE IMPROVEMENTS ( 1.92 AC) I Giants AMAI FENCE complying with the Derign Standards of Section 24.5 c: the 2. BUILDING ENVELOPE SIZE Wald County :toning ordinecce. PART OF LOTS VS)o awtsaAces AND LOCATION MAY BE ; ; 7. The property owner or operator .hail be responsible for ADJUSTED ACCORDING TO I I GM DEN AREA,UVE RFLO'A' complying with cher Operation Standards of Section 24.6 c' the FARKINDIA.UVU(Fd Weld conr.cy zoning ordinance. HOUSE PLAN, SOILS I I GREENHOUSES O. Thee applicant :hall reason, handle, are stockpae manure from CONDITIONS OR ABallooSAS ?T dipl0fn RFLOCArE ACCESS the livestock confinement area in a elder that vi it prevent CONSTRAINTS *t as<naDaey I I As nuisance conditions. The nonuse piles shall not be allowed I I I.L1 h.-.- - _ SIGUGE TYPICAL .. .1 .... 1._...-- to exist cr deteriorate to a condition chat facilitatesellt 1 ---. --•••-- -- SAS odors, flies, inerts. pests. or pcilutant runoff. ' The tenure storage site shall have a water-tight surface —_ whicb doe. not permit seepage or percolation of :manure canvcaTE pollutants into the ground. 1NELG — 9. No permanent disposal of wastes shall be persisted on this site. miummOLONNUMOLittaticates . L._SL I _i,y. n n , ,c I 11 air I I .n+.s ttr.tha 00... a I ft ICS w.:4,3CS o CQLIO 10. An individual sewage disposal ell)as era, .00 IS to•o:.I . M a /.-c cs+n.wn WILD - 1 I S fi0 Tat IORIr q system is ragulred far the Silt aaouw m IS touaw.>. Mafia At N>vla,.•.s v1 proposed mobile home. The septic spate* shell be installed snmu anr.Vsno rim ua-it M Ptra Lawn.41 Pa..Led _ according to the Weld County Individual Savage Dia pons °Ca ae+i T"Ni - aY a - --- -- �- a...or•Y- . l.,r.t�.wt•an..a• SOU ramps — Raga latiope. n.aaesr-.woe.. as as ) f .�r.wa — Ml . \ la F_Y LS.PNr.A.Oma•'J.0 11. ►,saemmel fro, the Weld Dainty Maim Department sad weldA e - County Distant at P aaaing Services shall be granted \\ re.e I r:r ~a4 _._. _ __•_ etetaa obto the property et any rselenabte time la order to •-- �' mistie Se eetitltief tarried Wt on the rOverty amply vith .1.: IQ UM Fir ,K MC r• Caw(.0SLorr. 4410"Ova. ‘1 f Y con.c co.:.anus era n a.m n WC 1RC.c 3.013.41: \ 1 . w the Delopeent Stenger!" stated herein tad all applicable 't*row W a (a$. w, Ma s.nw at.+ leg e^I vent w..a•+ - . • -. FEBRUARY 2D,2015 Veld County tlattaas. etyma ear.nn - _w u_ . , 30—_ 1 - d w 1). The Special Pavlov area shell be heated to the plane snowy, la. SO.. SO.la.e • a........-•.......-•w .. .. - ` ' • .. baplac ofd bold Cee0 by abe cis, is a tames tond ell = not. _ era, e, ',placable 11a1! Catrt7 aetvlatuu. Islet changes from the MID a:..n OLa. .o•.s SA � �'� "•',Lana w DevelDevelopmentt staAo"ros "e sawn or slits! atoll e the approval of an pendent of the Pettit by the r ttr 5•-- _�_' • ...--....e AMENDED USR W Ctoasty 1lannibg CglMiss&osi ant the aped of Carroty rain-4144 Io:M.,,r;,; - ryLn -- �'� ` ,e i ' I Cesileionete bottle Such crapes from the plans or Level et rtantarde an pernAtted. Any other clangs' shalt — e ' "'" ' 1, a "t / CERTIFICATION OF COMPLIANCE r"----'� be files to ire *![ice of the :entire-at of .Lahr Ong `• Sa :.:,alt... "4TW I1C Oacor sfre014-0 .011 ..al �: 'p....• EXHIBIT A lremleeppeP �Y I.QyY90 WA.•P,P,L4I!a1W JJl1 YLgr LAl 1: ,{ a'L WC.e ecasn11si nv„. at r0 tfC+a tee pre:a..l.� 13. The r gir+w l u.MPH",.a+m.,s - - eL.CF _ _ e — - — — ♦ oterty weer et Operator shall be napea:ble for evapSyIM with Li) •f the ttrcyoing Development atnhLtda. Sine emcee tan►w Map415 OI 2 Roncetp/sans, viva any et the foregoing Oevelopment atotCardm ts_ieia+44 a+• t n may he tenon tag imeotatlen of eke nicer by U. imam of s 'm'—"'T �v lOraravW rt rmort�w ewe Court- Ctraasssienen. L VARIANCE REQUEST Legacy Farm Drainage July 27, 2015 1 . Describe the design criteria of the Weld County Code of which a variance is being requested . 2. Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code. 3. Meet the design intent of the Weld County Code. 4. Demonstrate that granting of the variance will still adequately protect public health, safety, and general welfare. 5. Demonstrate there are no adverse impacts, from stormwater runoff, to the public rights-of-way and/or off-site properties as a result of the project. As per Weld County Engineering and Construction Criteria dated April 2012, Section 5. 11 . 1 Detention Criteria : The elevation of the top of the detention pond embankment, except at the spillway, must be a minimum of 1 -foot above the 100- year water surface elevation in the detention pond . The applicant requests a variance to provide less than the required 1 . 0 foot of freeboard above the hydraulic grade line of the spillway for Detention Pond A. Freeboard will not be provided along the north property line to allow off-site runoff from the north to flow into the detention pond and allow off-site runoff to travel along its historical drainage pattern. The historic drainage basin (Off-site Basin F-3 in the Windshire Park Subdivision Final Drainage Study; see attached conceptual drainage exhibit) drains to a retention pond located in the northeast corner of the property with a top of berm elevation of approximately 4814.0_ The basin is composed of 22 . 1 acres of on-site area and 20.4 acres of off-site area draining from the property to the north . Under current conditions during a major storm if the retention pond capacity is exceeded the retention pond will overtop and spill to 17th Street to the east. The lowest elevation point located along the property line to the north is 4812. 38 and the properties share nearly 680 feet of property below 4814. 00. Under existing conditions this would result in approximately 1 .62 feet of ponding occurring on the property to the north . The proposed emergency overflow spillway will discharge into the 17th Street right-of-way (ROW) and the minimum bottom of spillway elevation is set based on the elevation of the top back of curb in the street, which is approximately 4812.69. The 100-year developed peak on-site flow is 21 .6 cubic feet per second (cfs) . The off-site flow was determined to be 20.4 cfs assuming 1 . 0 cfs per acre for 20.4 acres. The spillway is designed to convey the developed peak on-site and off-site flows totaling 42.0 cfs. Approximately 0.57 feet is required to pass the spillway discharge. Using the minimum bottom of spillway elevation, spillway depth and providing 1 .0 foot of freeboard sets the top of berm elevation at 4814. 26 (4812.69 +0.57'+ 1 . 00') with a maximum water surface elevation of 4813.26 . Providing the top of berm elevation of 4814. 26 can easily be achieved on the east, west and south sides of the pond . Because of issues arising from the low elevation of the property line shared with the property to the north, three pond configurations were considered . Configuration one: provide a pond berm along the north property boundary to the minimum top of berm elevation and reroute the off-site flows from the north along the south side of our property boundary north of the proposed pond berm . One foot of freeboard would be provided in the pond and very little ponding would occur on the property to the north. This option was not acceptable because historical drainage patterns would be disturbed and additional sediment would be discharged into the 17th Street ROW. Configuration two: provide a pond berm along the north property boundary to the minimum top of berm elevation and attenuate the flow from the north into the pond using a storm pipe with a check valve to prevent backflow when the pond is full. One foot of freeboard would be provided in the pond and historical drainage patterns would be kept. This option was not acceptable because in a 100-year storm ponding would occur on the property to the north and logistical and maintenance considerations with attenuating 20.4 cfs of off-site flow via a storm pipe. Configuration three (see attached detention pond exhibit): do not provide a berm to the north , but increase the pond volume by two times to minimize use of the spillway and reduce the ponding depth to the north. This would not disturb the existing drainage patterns of flow traveling from the north. By doubling the pond volume, the pond volume approximates the pond volume required for both on-site and off-site detention, because the on-site basin area is approximately equal to the off-site basin area. In a 100-year storm the emergency overflow spillway would not be utilized and pond would fill to the bottom of spillway elevation of 4812.69. This would result in 0. 31 feet of ponding on the property to the north. If two major storm events were to occur back to back the emergency overflow spillway would activate and would result in 0. 70 feet of ponding on the property to the north , which is not ideal but is an improvement when compared to the approximately 1 .62 feet under existing conditions. jl ,a t r. ICI r-� —I E ii . '_:I � ; -f _ VVI % IJ•. i. .1 :I . .. _ is ., .1 3.; :, f _ ; :. . 44 . ..„ N ._ 1.- �� a- ij r i ri Ilil 0 1 r y 0 750' SOU . . p... �: ~ r , A'ii'� I\ SCALE I'e2s7 i i I i i t' '� , ENGINEERS Ca 11 J z k ..- I. i • 12 i II • . 1,4 1 I es W r I� i a - f • ® ati m erri-X c: n Z t r' CC Af CO It ir �' - ocan MCK it tilli4.• ,4 * Coy IIIP omits tl ` : • . . --rl j Y' •s._3 - __ ...... COG r. : �;r:t i e\ L/t11�1f1111111 1. _ J " �7{ r. eci 'l� l PREI.IRiNARY �1l�M� ,...ELIIIN '�P �r''� l ' Tilt, f• /! r , RNOifOR :t r 1 al • 1 , JJ • 1N • COASTRtCTIOto• MR zi ;oi :a l�� , re resilival !r nt •�. t ). \`.. , • >! EL ,i 131 ; •t •� 47)„, � dr iir a) CD X air . Ki",. . • ,„,c010 ‘ss l' tarn D ars,..mt..* 444R- 0;re ' . I y de. . .. , . )\ , ? ,...„,,,,./ / :- 11 ralas,,,,NH-itaelli VP-419 VI 4WD S..* . ) Ilial i Leas Mir • j /co,//� rf. ,+ s /. U co N ..../. /....„., it a c ..._ co __ a. 0 I Js../7Pia -v...-- . Irv* i -IV% 47 1,-r. . 7 / . 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J.i -1/- \ \fir i � ' /fi � ` 7117:' (.� z 0rn_• cc R z : � li firCETENTIONPONDA .�. .�// •�+.:••:� d \ I 100•YEAR DETENTION VOLUME='.41 AF - /�HOTTOM OF POND SPILLWAY ELEVATION-4612 69' \ /// ` IDESIGNED POND VOLUME AT ELEVATION 48'2.69'•282AF 1 / \ •A• SYYR MAXIMUM SPILLWAY H G L.E.EVATIOV AT 42.0 CFS=4113*!• / • 1141 • ► DRAWN • TOP OF BERM ELEVATION=4814.26' • • \ \ •' /,r I SWR 130-YEAR HISTORIC RELEASE RATE=62CFS - .wi•. •' f',- CHECKED PEAK 100-YEAR°EVE!OPE:)ON-SITE REI EASE RATE=21 6 CFS •'�"a'j••;� •,`�-` '� en' ' IDINYEAR OFFSITE RFI FG_SE RAIL=20A ACRES A 11,0 CHG/ACHE=20A CFS / ''.'• 1 ` I i jOr. a O. . I I. c r: \ , • {PRELIMNARY•1 �1 (!' \ ` ' I ' REVIEW SET E 2 NOT FOR 1{ •♦ ` • I CONSTRUCTION hI I OFFSttE 8AII1N F341 • ` 1 •— • :. E I '., °_ I I AREA•221 ACRES ' •... ••�: 11 - . ? I • �> M 1 ' POA4TTAAt! PONT Tat LNCTADLC OAK Thal ri I • d awl ..•t l4 agaa lla& Sts.n amaty •O.1... La Star •lt a sus 11e antra aft au a.a. 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I C 0 h •..Cala% in turla r.a I • C.ICS aw MI an Ma •.!.VIM•. .a1 f01t01.0°PUo • �� I _ I MAW* as • -�. 1 � - • I I U C a Xs .•snJM1f r•lyrratft ana I twta•OC •M s-AMrt. 01 Yr MS MtJ• UMW C11omIII Pr ID OM MP ••.�•♦. :' '• ;'/ �. •" ' 11. �O)CU �! if N• •.Mr1ftn • 1•M/s.1 rw. I 1J•tIa d is 1•a nlal e•I SW* lira Mal CO Fab I I� t ,•' • 11 :4:6!::. �''. / 0 .r ••l u- eat1. r• t,a,s alb 111 iw0IOC air .taa. rdwin I.r.r MU a 're,,.. . rt ra► ens rases W grrrgrw on J 0 w ...•a•r Wwa.tts sties OD S•m ►q .•at•tfaW WWI 1. • ��• 111111 aptly ttl OIO aUa \. alga i.e •1•:......:::::-.:::11 /J1 .ttaut4 gets tun ens tww a .•firm wwaa x111• 10Rpf0100 \a !Naafi ua I /• Ih. •n .Iµ1,1d W.VWN des WO 1Nm a ..•QJ•Il t•1•Daaa fins •trTW0lfW aw saa Ht• I • ••. / / - i Pa .9•saa WtVft1 *0 111 ale 600 a ..ass.0 44 Ora n arts sonar at Pam in 1•POm 56m • III I• 1 • • N.• / • „ ;T w1 ..ACTHa tritlli.ta an• i17ps a as aastl. WW.nI an,. MAOY0• b NY 1111 . 1t I ' •'t / // , I♦ I J w w•QrJ.a Midi Ram SUN 1Wd•O0 ... .•.41.►If aQ.Vffia a•Is ai.'i rPm an WI*al 1111- 1.10 `:pia. It �I .�. I pis Ss ante 14 66•01114 Ma 100•0 60111 w-.s ink a.ma ,•% 4.. ii •, .• •• / ti • AN .•..aw Ira Sae fits oP•OC • • ' •.._ :. / / iRQ. .'T F Itl .•at-Wu Cii WAIVE SIM We KM 1 ._•i;_�'�..�•_ _ / I .J�; : tN'C•'I--a It a . t04SX ttl Waa Asa 10010 100 r �::.: / awn .q 110 WOOS* MIST 00.11 Stu 10110.10 Ka rt, • • / / • I �� July 27,2015 I. n. ..maw gV1M1a1D sus emu.vg0 �� ,� • ... ...._... •�• •'•'. ,I•�y r, 5"tdE"a SHEET ti r1al.aa s-aer,Ua.r ru wlwrvroo •4.q I 1'^s --. -�-... �s�� 1• , ��• '•• ;.•• r' / •••' •& �] r NORTHERN ENGINEERING July 27, 2015 Weld County Planning Department 1555 N 17th Ave. Greeley, CO 80631 RE: Drainage Narrative for Legacy Farm, Use by Special Review Weld County, CO Dear Staff: Northern Engineering is pleased to submit this Drainage Narrative for the proposed Legacy Farm project for your review. The project is located just northeast of the intersection of County Road 13 and County Road 68.5 . Existing Site The existing Legacy Farm site consists of a dairy farm, including barns, storage sheds, milking areas, a storage silo, and a large pasture area. Additionally, a large area of the existing site is cultivated farmland. Overall, the site encompasses roughly 50.4 acres. Proposed Project The proposed development will involve some demolition of a few of the existing barns and removal of a portion of concrete paved drive areas. The large barn, located just north of the storage silo, will be converted to accommodate enclosed storage. Additional enclosed or covered storage areas will be constructed on the east and west side of the barn, with outdoor storage also west of the barn. A large garden area will be completed just north of the barn and silo, surrounded by existing gravel drives and parking areas that served the dairy. Table 1 — Existing Imperviousness Basin Basin Basin ID Area Area Composite (s.f.) (ac) % Imperv. 1 966522 22. 19 6. 7% 2 965247 22 . 16 5. 9% 3 _ 298754 6.86 0.8% 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 970121 .4158 www.northernengineering.corn 1 Table 2 — Proposed Imperviousness Basin Basin Basin ID Area Area Composite (s.f.) tac) % Imperv. 1 966522 22. 19 5.8% 2 965247 22. 16 7.9% _ 3 298754 6.86 0.8% Lp CJ There will be minimal increase in overall site imperviousness, as the additional storage areas and new gravel drives and parking areas are to be placed where there were previous existing sheds, gravel drives, and concrete paved areas. We have estimated existing basin imperviousness and compare proposed imperviousness by basin in Tables 1 and 2, above. Proposed Basins Proposed drainage basins are described below. No changes to basin delineation occur between existing and proposed conditions, as no significant grading is proposed which would alter drainage patterns. Basins are illustrated in the Drainage Exhibit provided in Attachment 1. A copy of the amended USR site plan is also provided, for complete description of the proposed development. • Basin #1 Basin #1 is the largest of the basins and the uses depicted on the site plan will not impact the drainage patterns or stormwater flows. Impermeable surface will be reduced in Basin #1 since the feedlot operations and other livestock areas presently within this basin have significant areas of concrete slab adjacent to the pens that have been used for feeding. There is also a large open silage pit that is paved with asphalt. The concrete and asphalt will be removed and the surface will be returned to permeable planted areas or gravel. All interior drives will remain dirt/gravel. Surface runoff will be conveyed via sheet flow generally south to the north roadside ditch of CR 68.5 and then be conveyed west to an existing culvert under CR 68.5 . • Basin #2 Basin #2 drains to an existing retention pond in the NE corner of the property. A portion of the adjacent land to the north also drains into this pond . There is no historic release for this stormwater currently. A detention pond has been designed in this area, with release from the pond tying in to a storm line system located in adjacent Right of Way of 17th Street. Basin #2 has large areas of concrete slabs and outbuildings used as part of the existing dairy operations, all contributing to stormwater flows within this basin. Historically, the pond has also received all the wastewater from the livestock feeding pens and barn, as well as the cleaning and processing water from the dairy operations. 2 The unimproved pasture area included in this basin also contributes stormwater to the pond . The reduction of livestock on the overall property and the commensurate reduction in size of the dairy operation will significantly reduce the amount of water flowing into this pond and also improve the water quality in the pond. • Basin #3 Basin #3 is a small area that historically drains to the northwest corner of the property. CR 13 obstructs any water from this parcel from discharging off-site, so stormwater and irrigation water is retained and percolates into the soil. No use changes are proposed for this portion of the property; therefore, no changes to existing runoff quantities or patterns will occur. Hydrologic Modeling and Detention Pond Storage The computer program EPA SWMM has been utilized to model the 100-year storm event. Key input parameters for this model are basin percentage imperviousness, soil infiltration parameters, and surface storage parameters. The basis of parameter selection is the Urban Storm Drainage Criteria Manual, by the Urban Drainage and Flood Control District. Tables 3 through 5, below, have been used for parameter selection . Because there are very minimal changes proposed with Basin #1 ( imperviousness is slightly reduced), and no changes in imperviousness or general drainage patterns proposed with Basin #3, we have not modeled runoff and compared existing to proposed runoff quantities. Basin #2 has been modeled in the computer program EPA SWMM in order to provide runoff peak rates and volumes. Utilizing EPA SWMM , we have also determined a required 100-year volume of 1.41 Acre-Feet for the proposed detention area at the northeast corner of Basin #2. This detention pond is proposed to be expanded to double the required the 100-yr volume, since it does not meet the 12-inch freeboard requirements . A variance request has been made by separate document. Additionally the lower stage of the pond will provide 0. 121 Acre-Feet of water quality capture volume . Please see detention pond stage-storage calculations and water quality calculations provided in Attachment 2. 3 Table 3 - Percentage Imperviousness Land Use Percentage Imperviousness Business: Commercial Areas 95 Neighborhood Areas 85 Residential: Single-family Multi-unit (detached) 60 Multi-unit (attached) 75 Half-acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis 45 (land use not defined) Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 * Urban Storm Drainage Criteria Manual (Ref. 4) Figures RO-3 through RO- 5 are utilized for percentage imperviousness 4 Table 4 - Soil Infiltration Parameters SCS Initial Final Soil Rate* Rate* Horton's Decay Coefficient Type (IN/HR) (IN/HR) (1/SEC) B 4.00 0.60 0.0018 C/D 3.00 0.50 0.0018 *Values from taken from Urban Storm Drainage Criteria Manual (Ref. 4) Table 5 — Soil Storage Parameters Max. Depression Storage Pervious* Impervious* (IN) (IN) 0.35 0. 1 *Values from taken from Urban Storm Drainage Criteria Manual (Ref. 4) Release from the proposed detention pond will tie in to the existing storm line system within 17th Street. This storm line directs storm discharge into the existing Windshire Park Subdivision. Per the Final Drainage Report for Windshire Park, Section 5.2 : "Offsite flows from Basins Fl-F4 (SWMM Basins 601-604) will be conveyed through the site to Pond 1. Historic 10 year flows (0.24 cfs/acre)from these basins will he routed through the outlet of Pond I and into the regional storm line trunk in County Road 15 (15th Street). Historic100 year flows from these basins will be conveyed by the emergency spillway for Pond 1 and into County Road 68 54 (Jacoby Road). Basin F-4 will drain to storm Line 1, which has been designed to take up to the historic 10 year flow from this basin of 0.24 cfs/acre. Basin F-3 will drain to Storm Line 11, which has also been designed to take up to the historic 10 year flow of 0.24 cfs per acre from this basin. " 5 We will release at a rate below the 5-year historic rate per Weld County Criteria, which we have calculated to be 6.2 cfs . With this release rate, we have calculated a required 100-year pond volume of 1.41 ac-ft. This volume has been doubled, with the pond being designed to hold 2.82 Acre-Feet of storm runoff at a water surface elevation of 4812.69. Please see Attachment 3 for EPA SWMM modeling output. If you should have any questions as you review this report, please feel free to contact us at your earliest convenience. Sincerely, NORTHERN ENGINEERING SERVICES, INC. ,c)0R i v . t. Aaron Cvar, PE �.�O / A. Project Engineer i 3627. .._ Pc14.1 6 ATTACHMENT 1 a 3 M 3 ji► 6.86 PROPOSED DETENTION POND. SEE 2 DETENTION POND PLANS FOR DETAILS lilli - PROPOSED COVERED ' - ''` STORAGE AS - (SEE AMMENDED USR SITE fTE PLAN) \�\ . — -. ?ay-) • , `. �y'I lii Stip I ,.... _ ( i I1 I I ,� 1 1 I 22 'tI Z- - 1 I PROPOSED BUILDINGS, TYP. 1 (SEE AMMENDED USR SITE PLAN) _ _ J `. • 1 I PROPOSED GRAVEL DRIVES AND PARKING,TYP (SEE AMMENDED USR SITE PLAN) .; Ale 4, 4a , ..._ 1 -- 200 0 200 Feet eira Iil It I I III (NKr) 1 Inch 4008 NE NORTHERN LEGACY FARM DRAWN BY ATC SHEET NO ENGINEERING DRAINAGE EXHIBIT SCALE =200 FIOFI 371 N,Kowa St..Sto:e 100 ►mial Ih212{AIL IAA USW 4 e Fa4Cchtn,C010ado 80521 cam lotterreng.nerngtom ISSUED 4/15/15 AMENDED USE BYSPECIAL REVIEW imGROUF trarnc.cn“mus unle.iao LOCATED IN SECTION 18, '1'OWNS1111' 6 NOR"I'J I. RANGE 67 WEST OE TI II. CI'I I I'.M., WELL) COUN"I'Y, CO1.ORA1)() w m; , sat, ,«< r S. POST N 4.344.34°. a r<Col a I e]1 Sw RETENI.tNI )4. <.ism . 1 I.,. ,.s.. tRR' ATON aOND ,Si. e_H•nxf••o+LOA° CSI%tOs• .. ,•r•..a*sew.r. ,.•r ti. PART OF LOT B c . ..., __, 00SATC.te-110-60bailetitilk LOT 8 LEGACY FARM • .. (Approximately AMENDED USE 3Y 49.33 AC) SPECIAL REVIEW .. All WI-, itir_O y I --A WELDCOUMY.CO 1. The Site Specific Development Plan and Special Review Permit is for a livestock confinement operation 16)0 head maximum , capacity dairy) a aubmitted in the application materials on - - LEGACY FARM, file in the Department of Planning Services and cub;eel to / • the Development standards stated herein. - - _......-------- __ . 4 LLC INADDITION,THIS SITE SPECIFIC DEVELOPMENT PLAN AND SPECIAL REVIEW PERMIT IS If -' --- --- ' 3003 East Harmony Road AMMENDED TO INCLUDE THE FOLLOWING USES 1) COMMJN,TY SUPPORTED _` f sa $440 Opp AGRICULTURE(CSA)OPERATION THAT 4WU.INCLUDE GARDEN AREAS FOR FOOD AND 1 CO, 80528 DECORATIVE PLANTS GREENHOUSES TOO..MO EQUIPMENT STORAGE BUILCINGs. �� OUTDOOR 9702224151 EQUIPMENT MAINTENANCE SHOP.GARDEN RE-NLCENTER LIVESTOCK AREA,GARDEN COVEREDeSTORAAE - CAbfeetltlifti CARETAKER CUARTERS(M091LE HOME)AND OTTER AREAS ANDtOR FACILITIES THAT CR I0a0[SPORT'HE CSA OPERATION 2) SELFSTORAGE LSES INCLLOING ENCLOSED VEHICLE (a LVESTOOK �,;.. P,.�„�, AND EQUIPMENT STORAGE AND TYPICA-HOLSEHOLDOR BUSINESS SELF-STORAGE CIO I `-= COVCRE,T STORAGE. FACILITIES 3)TELECO.MMUNICATIONS TCWER TO BE LOCATED ON THE EXISTING SILO ALL USES IN THE ORIGINAL USR SHALL REMAIN ASd5 SEE SHEET NUMBER 2 rl � _ 2. Approval of tats plan may create a vested property right 'A PART OF LOT B 1 ~ `. rGii�lit -- .., —a taerluOeTOMOe pursuant to Article 66 of Title 24, C.R.S., as amended, O EXISTNGI-AR,/- ---- i. • --""" SILO,TEtE 3_ The applicant shall be responsible for compliance with the f-0uI°1T��Is.areTOISKR 1 neNDARAGE I COMMUmeaTioNS Colorado Otadeftn.s fur L.dfot sunoft •art::aces as well a Y� 1 '�'� I —. E °A"°°'r EXISTING sreR= any aan3[lonJi requirements issued I~ vie COi OIIiO Department i 1LalCt't6 At(A____ 1, Ot health, Wet.. Quality Control D/Viajoo. THTSD•t COMM « HILKIw3 PAsa,UR sidelhall 4. The applicant ehnll comply with all Sttte Health Department OnS?INCMOSLE I d i ' i (SELF jj requirements for cot*traction and or-arntton of a dairy. HOME PAOICSA L- ! /�.t Cx ETAKER CARETMER 1 1 t 1;1,- NESIC_hCt) 5. All construction on the reNOTES: RESIO5NCE) 1 1 property shall be Sn accordance with . .• the requirements of the Held County Building Code Ordinance. 1. REFERENCE USR-845 FOR ecetteeo outurr I LOT A i fr__ 1".;:4 � .. stl/ro'ONIDB'MRH 6. The property owner oe operator shall be reapor.sible for OTHER SITE IMPROVEMENTS tAtttKMrogtuta I 1A92pAC ' GARDEN ( ' � `complying with the Design Standards of eetico 24.5 of the 2 BUILDING ENVELOPE SIZE ) Weld County Zoning Ordinance. I I PART OF LOT B 0 . :U)PARKINC SPACES AND LOCATION MAY BE ! 7. The property owner or operator shall C. responsible for ADJUSTED ACCORDING TO I I vARCENAREA OVEa=LOW I/ complying with the Operation Standard! of Section 24.5 of the I GARDEN PARKING UV STOCK �+ 1 Weld County toning ordinance.HOUSE PLAN,SOILS GREEN-06ES S. The applicant shall remove, handle, and stockpile manure from CONDITIONS ORI MATEDIASO the livestock confinement area in a manner that will prevent CONSTRAINTS At1OCATEDAXi}S , I AREA .laed,Lt ACGfSs nuisance conditions. The manure piles shall rot be alloyed I 1 0.4 r. SIGNAGC TYPICA. . . . .1- - .«..«.•....... tX exist d deteriorate, e a condition that facilitates 1 , - , I - - - erceuive odors, flies, insects, pests, ar pollutant runoff. The manor. storage site shall have a water-tight surface l which does not permit seepage or 7...rcolation of manure WELD COUNTY ROAD 88.5 ff4tbr dAtt pollutant' into the grecnd. 9. No permanent disposal of wastes shall be permitted on this — eit._ Tot M C[f1Y�.J LLLn 9L:'.n'.cq• (/ i..,l (QIf ll. Cal .CJI- .A0 in *O-ruA. .1 .:\N.1 I. yl ."(I•..: a ICAd%• . • I.IHIII I/Wf v/MO I: m a=lit P.• KI . to in .a ca CDNhSat wS LOnr*.C, 1 Ah11.L b• nl r p. b._ n a R: '. ..t Jry .• L.CI 1 u✓. U.., Cs 'Lt ' .pin P. :\mp 10. An individual sewage disposal system is required for the MO Iwtt-.w.a, PC* IS CC to lit x+a,o ,a urn arwes N'S 1! ssoA 4 Y Ilwcrn at•'M'n I T 15 aGMrrlpafy /FRANK AND,Q➢lC• IMrf Sl[ IA 0 1@ •� LQ NGQT- proposed mobile home. Tile septic. ayateo shall be installed scotUs•006sM w.M.n3 tx 3,:a,:14 wen.i iron.,e ram,yams tic a'of M '• TS .. according to the Weld County Individual Sewage Disposal r M m.•.s e..w a limb's ,1r e•MS, ST Sp* l 1 . .. MS y ,..•. y...M w rA<E I-_10J Regulations...a c•u. son mart Ma5.w:C bIClw I k. 11. Personnel from the Meld County R.elth [Wearisome end Weld ��, — A =. I -,,N, A County Compartment et ileing Serv ices shall be greeted 4 r.:.•� accent onto the property at say revs eab1. time in ardor to SOAK) OF COUNTY C3MMIS54NEP,5 CERTIFICATION f _-.-le .— canoe the activities carried out en tee property comply math °IS u to user us sat IOery a °Sow tuws,Gvx- •<u SSW.. t. .. "t.14.10.axe.,:fL CYSTS Alb rtcn PIS ten t ctrl crsco so •the Development Standards stated herein and a13 applicable Pee.Arm 151 er orC+.M1O AO t4tawL.I aws.ms AS r—.Ac. . I - - We:d County Reculaticaa. it7CioL^norm.-la Oa-Of _.�-._ »,. `� , - ti. FEBRUARY 20.2015 12. The S "� ^'�"^. Decal Pavia area shall be Batted to the plea shown fa ice:to&tier MI.,nt<aao> •.......-- ! • �.. - • here* and lior•rned ty tn. fora.otnq Staten. and all ,., _ -,1 " •, - applicable Wald County Regaiataoas. Kolar chances from the 1"'' -• MT= j1'� t . plans or Devslepeest Standards as *hove er stated shell "tD WW1 a.w v PS LOW i , 1 require the approval of as amendment of tb Permit by the r. ..ts• """•'�'� -- . 4.— AMENDEDUSR Held County tlannicq COMISEAoa and the Poore of County ---• . ma..�• . _^ -"' \ e.%, . SITEPLAN Cunhlisslobers before such changes free the plans Cr JtFl,rra111 le K nowt v`C-r Development ttaebrds arm peisitted. Any other chomps shell ` s • L ' w" y .// - .�... - \ A..f` be flied 1A offices of the Oepel Wst of Planning '\'r �• t', �-� 1 Services. Inr lettlKN'J WON mown s t ages nom sirtS wort'13 F. Mr �re«f1t/Irr •sr naC er.Titwat+r PAM AAC 1O H SPGrOs•Mtn CLVa'i..tM 1 'rn. \ \ •.r„f 13. The t tt o.11sT Orsrwa,a.,UMW..]aria.net-_ (10 or_-- . ? oP• i operatog =hell be responsible dsr 3P_— rM.p� Q�p ypUnalam alTITI comp)paag with oil of Cho foregoing Development Standards. vJ a 2 .....pll.eat• Wt& any of the foregoin4 Development ttAntard■ tore Oat.teJ_____MIOllfMI N waY be reason tar rsvocatfm of the Retail by the bard of '' �� Kelm Web. County Cctataeip.•.r.. ATTACHMENT 2 WATER QUALITY POND DESIGN CALCULATIONS Detention/Water Quality Pond Project: 11O-069 By: ATC Date: 7/1/15 REQUIRED STORAGE & OUTLET WORKS: BASIN AREA = 22 . 160 <-- INPUT from impervious calcs BASIN IMPERVIOUSNESS PERCENT = 7.90 <-- INPUT from impervious caics BASIN IMPERVIOUSNESS RATIO = 0.0790 <-- CALCULATED WQCV (watershed inches) = 0.055 <-- CALCULATED from Figure EDB-2 WQCV (ac-ft) = 0. 121 <-- CALCULATED from UDFCD DCM V.3 Section 6.5 WQ Depth (ft) = 1 .000 c-- INPUT from stage-storage table AREA REQUIRED PER ROW, a (in2) = 0.477 c-- CALCULATED from Figure EDB-3 CIRCULAR PERFORATION SIZING: dia (in) = 3/4 <-- INPUT from Figure 5 number of rows = 1 <-- CALCULATED from WQ Depth and row spacing SWMM RATING CURVE Detention Pond-NE Corner Basin 2 Project: Date: 7/24/15 By: ATC STAGE DEPTH STORAGE STORAGE STORAGE RELEASE (FT) (FT) (CY) (CF) (AC-FT) (CFS) 4810 0 61 1656 0.038 0.00 4811 1 815 21996 0.505 0.00 4812 1 2839 76660 1 .760 2.00 4812.7 0.7 4555 122985 2.823 5.50 ATTACHMENT 3 cu z ocu a tct E E o o �J o r 0 0 CO0l00 0o cO_LriQ LnN 0 uo .-, 0 N a +-i rn = c q) � d o '" n acs = a E c 000 0r- -, E o 0 o o --4 Q Q -4 0 CC 0 0 0 0 o u 0 m 0 .a o o c a) 00 a OO o n o000 OOO 0- 00 cflc.O OOO OOO 4, c •—, — .6.. O t U (Ts a eWE =O 0- iN- CO ,--4 �D O -. ?. o n "0 000 Oo0 N U CC U O O O 6 0 0 00 c_ c d til RI C6 LC) O iD 0 Z15 La Ste O o u c CN j d J J CA CV :.O N -S-4 u7 m c O O o- � 000 M - O Va• `, a 0000 � � ° '�° v c0000,On -, COO a E -Ama a) N Co Q C7 �° r+ O6 O --; o 1-. Z W c_O U • t 15 N Ol O a O y 0 O al of O Cn O of u1 �p 4 � CO 0 u7 • O 01 01 n61 a N ` 0O .-4 too o — o L cc U O o 0 C00 O O Q r O O O O O O W 0 0 W Y U O w rl '3 O CV '..D0 V ONJ 0 L. o u o ',to o a o CO2OOci 0 ci o Z et CI o 000 Moo Z ca '5 Moo a CD CD as ai, Coo 0000 ICC Q Q Z° OOo o 6 N 0 W 4, •� A a N CV IX) N CV 133 0 C) m2 C\IN NN b m Ct W v °' `� Q NCV ' V N f-- V /� c r-. u7 N r- CO N rte. W Cl) N 4.: In OD CO CO Cn CO CD CA %or" C1 p m tn Cn Cn N cr, Oi N ec 40 vi v. DO O : — O 2 c -0-- U n a) g ? 9 C7 1, > N Rl T _ aJ ti n 0 '- 0 N co ' C G O O Q 0 Q 0 C7 CC CL 3 N U N N Q EPA STORM WATER MANAGEMENT MODEL - VERSION 5 . 0 (Build 5 . 0 . 022 ) ************* ********** *** * * ** ** * * * ** * * * * ** *** * ** ** ***** * NOTE : The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step . ************ *** ************* ** ** ******* ********** ******* * ********* * ** * *** Analysis Options ***** ******* * *** Flow Units CFS Process Models : Rainfall/Runoff YES Snowmelt NO Groundwater NO Flow Routing YES Ponding Allowed NO Water Quality NO Infiltration Method HORTON Flow Routing Method KINWAVE Starting Date NOV-21-2012 00 : 00 : 00 Ending Date NOV-23-2012 00 : 00 : 00 Antecedent Dry Days 0 . 0 Report Time Step 00 : 15 : 00 Wet Time Step 00 : 05 : 00 Dry Time Step 01 : 00 : 00 Routing Time Step 30 . 00 sec ** * ***** ** ** ***** r * *** * * * * Volume Depth Runoff Quantity Continuity acre-feet inches Total Precipitation 5 . 518 2 . 988 Evaporation Loss 0 . 000 0 . 000 Infiltration Loss 3 . 393 1 . 838 Surface Runoff 2 . 120 1 . 148 Final Surface Storage 0 . 015 0 . 008 Continuity Error (% ) -0 . 174 Volume Volume Flow Routing Continuity acre-feet 10^6 gal Dry Weather Inflow 0 . 000 0 . 000 Wet Weather Inflow 2 . 120 0 . 691 Groundwater Inflow 0 . 000 0 . 000 RDII Inflow 0 . 000 0 . 000 External Inflow 0 . 000 0 . 000 External Outflow 2 . 118 0 . 690 Internal Outflow 0 . 000 0 . 000 Storage Losses 0 . 000 0 . 000 Initial Stored Volume 0 . 000 0 . 000 Final Stored Volume 0 . 000 0 . 000 Continuity Error ( % ) 0 . 063 ********** ********************** Highest Flow Instability Indexes ********************* *********** All links are stable . Routing Time Step Summary * * * ** * rr ** * * * * ** * * * * * * * * * Minimum Time Step • 30 . 00 sec Average Time Step • 30 . 00 sec SWMM 5 Page 1 Maximum Time Step 30 . 00 sec Percent in Steady State 0 . 00 Average Iterations per Step : 1 . 00 * ********* ***** ************ Subcatchment Runoff Summary ***************** * ** * ****** Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS Basin2 2 . 99 0 . 00 0 . 00 1 . 84 1 . 15 0 . 69 22 . 19 0 . 384 ** ******** ***** *** Node Depth Summary ************ ****** Average Maximum Maximum Time of Max Depth Depth HGL Occurrence Node Type Feet Feet Feet days hr :min 01 OUTFALL 0 . 00 0 . 00 0 . 00 0 00 : 00 Pond Onsite Detention STORAGE 0 . 21 2 . 22 107 . 22 0 02 : 05 Node Inflow Summary Maximum Maximum Lateral Total Lateral Total Time of Max Inflow Inflow Inflow Inflow Occurrence Volume Volume • Node Type CFS CFS days hr : min 10^6 gal 10^6 gal O1 OUTFALL 0 . 00 5 . 55 0 02 : 05 0 . 000 0 . 690 Pond Onsite Detention STORAGE 22 . 19 22 . 19 0 00 : 40 0 . 691 0 . 691 *** ************** **** * Node Surcharge Summary ***** **************** * Surcharging occurs when water rises above the top of the highest conduit . Max . Height Min . Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet Pond Onsite Detention STORAGE 48 . 01 2 . 221 7 . 779 *** *** *► * * ** * * * * Node Flooding Summary No nodes were flooded . ** ******* ************ * Storage Volume Summary * * * * * *** * *** ********** Average Avg E&I Maximum Max Time of Max Maximum Volume Pcnt Pcnt Volume Pcnt Occurrence Outflow SWMM 5 Page 2 Storage Unit 1000 ft3 Full Loss 1000 ft3 Full days hr :min CFS Pond Onsite Detention 4 . 351 0 0 61 . 669 5 0 02 : 04 5 . 55 Outfall Loading Summary Flow Avg. Max . Total Freq. Flow Flow Volume Outfall Node Pcnt . CFS CFS 10^6 gal 01 17 . 22 3 . 10 5 . 55 0 . 690 System 17 . 22 3 . 10 5 . 55 0 . 690 *************** ***** Link Flow Summary ******************** Maximum Time of Max Maximum Max/ Max/ IFlowj Occurrence IVeloci Full Full Link Type CFS days hr :min ft/sec Flow Depth O1 DUMMY 5 . 55 0 02 : 05 ************************* Conduit Surcharge Summary *** ***** **** ** *********** No conduits were surcharged. Analysis begun on: Mon Jul 27 15 : 37 : 07 2015 Analysis ended on: Mon Jul 27 15 : 37 : 07 2015 Total elapsed time : < 1 sec SWMM 5 Page 3 Node Pond Onsite Detention Volume 70000 0— 00000 0 50[00 0 4-0OOa 0 Io tan 0 4 E i 20000 0 10000 0 00 0 5 10 15 20 25 J0 u 40 45 50 Elapses Tme(hsws) SWMM 5 Page 1 Link 01 Flow 60 so 40 LL -30 20 10 00 0 10 t5 20 25 30 35 40 45 50 C1aps•d Time(hogs) SWMM 5 Page 1 NE NORTHERN ENGINEERING April 22, 2015 Weld County Planning Department 1555 N 17th Ave. Greeley, CO 80631 RE: Drainage Narrative for Legacy Farm, Use by Special Review Weld County, CO Dear Staff: Northern Engineering is pleased to submit this Drainage Narrative for the proposed Legacy Farm project for your review. The project is located just northeast of the intersection of County Road 13 and County Road 68.5 . Existing Site The existing Legacy Farm site consists of a dairy farm, including barns, storage sheds, milking areas, a storage silo, and a large pasture area . Additionally, a large area of the existing site is cultivated farmland . Overall, the site encompasses roughly 50.4 acres. Proposed Project The proposed development will involve some demolition of a few of the existing barns and removal of a portion of concrete paved drive areas. The large barn, located just north of the storage silo, will be converted to accommodate enclosed storage. Additional enclosed or covered storage areas will be constructed on the east and west side of the barn, with outdoor storage also west of the barn . A large garden area will be completed just north of the barn and silo, surrounded by existing gravel drives and parking areas that served the dairy. Table 1 — Existing Imperviousness Basin Basin Basin ID Area Area Composite (s.f.) (ac) % Imperv. 1 966522 22 . 19 6 .7% 2 965247 22 . 16 5 . 9% 3 298754 6 .86 0 .8% 301 N. Howes Street, Suite 100, Fort Collins, CO 80521 970.221 .4158 www.northernengineering.com 1 Legacy Farm Drainage Exhibit - _ ter ... i irmia•--- -.-- ....--. ....i. tip r IMIII t :kat. A \ii„..).‘„."0" '4•1%..... jK •� v1•• Nr 4 1 �• • • 1 r• '�� r its �`• •• N � ( -.1-....-1-,5111 al 1 a NS . *Ci Sar i , . OF ... al St �. libiti><All. a - 'II il _. • Ill.. _ - -;� • . i eteinedi.4 __ _ on_ _... site - ._ -Wale �* I,:• V tli ______ ____ a a at ,... • Srh i i - , . a , l • I 1 (,r y . S. lab 1 lac •n w l 4 'le V14.40.01 -' 1 11 1 yr in l Lir .11440111, lif:telfraili: • • •% I 71 I is: i b k I . i i . if 0 Ir. r, 0 0.00:i III _ , .. 4 4.#11\ _ a:1 r.•a oa i - . '14 4'I 1_76. gig. et "IPS* 44-* ilt • --- caiiii.s,:rted "� ` t ` ` / • [ dIWm1 itd.ems )+ •'t? rni y I S • ♦ .. r - `, -., I ♦ �r• -- If�� tiI�1At 1� ann. ' L ,y`Y \' qi _r.• I I t _ . • 7' f` �` I � `Sr ht. � ` ► 1 "t 1: GALLERY� DR \ch ; i ... ..... _ . .... air.r.......r_ 4 . i r - n. 17 telik Nat -44 """'—'4..- I I _cal°°. 1 • • _ '744 ` :: 0 'y - _i ' .6 = • ; 1 •1!I . 2c. .4 AYLESBURY!CT , . 1 I alli..74 , .. p art.„, , ). or, •1 al I'' . SI % r r. fit) I Niko '• 'as • I f I r i • - t. Ili I ,_I 1 • ' 1 4 'AO \\SC' II% I - kedad b --41 - ir I et) IP 4 ali :„. 7 •; , . ..,,,,,, . . • 11111Y ilk! '�t + 1� : , ' r CI !.Zug Eperen 51 rte, - mire 10.**: - Jae . CR 68 .5 IACOBY RD GR 68 .5 - --� iserama11 d t allilliTh 1 Slar 'ate 04 a - "I; oe 1, fall 4,_ „iii: ' % 4 . • • .11 Ijk ej, 4 e 7M717, 080. - II 1 I - ... 411:13: Thising) al c33 C3 <ea OD, ici- OD - • PI Mir • ' . ii . C ...._ \I _ iiiii COW 40 132 ttaD COS ♦ - I i \ • leh ♦ -t_ it, it lite. #, xit'll' 711 I GRAND GRAND A 200 © II a J ifteitire):4 Weld County Public Works Dept. 1111 H Street ACCESS PERMIT P.O. Box 758 cos.-43./.10:. sy Greeley, CO 80632 APPLICATION FORM Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner (If different than Applicant) Name Stan Everitt Name Company - /e /kV iTek,44, LAC Address </r/ .< Address 3003 East Harmony Road, Suite 400 City State Zip CityFort Collins State CO Zip 80528 Phone Business Phone ,': .,T 900 Fax Fax E-mail E-mail Staneaeverittcompanies.com A = Existing Access A= Proposed Access Parcel Location & Sketch The access is on WCR68.5 Nearest Intersection: WCR 68.5 & WCR 17th St Distance from Intersection Approximately 782' Parcel Number 080718000060 1 TH ST Section/Township/Range18/6/67 T Is there an existing access to the property? ei YES NO N Number of Existing Accesses2 RELOCATED EXISTINI ACCESS ACCESS Road Surface Type & Construction Information Asphalt n Gravel 12 Treated Other CR 68 . 5 Culvert Size & Type N/A Materials used to construct AccessRoad Base Construction Start Date TBD Finish DateTBD Proposed Use IN Temporary (Tracking Pad Required)/ $75 Single Residential/$75 I Industrial/$150 El Small Commercial or Oil & Gas/$75 rwi Large Commercial/$150 Subdivision/$150 1 Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? El No X I ", USR x DI RE $ PUD a Other Required Attached Documents - Traffic Control Plan -Certificate of Insurance - Access Pictures (From the Left, Right, & into the access) By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding facilities construction. Signature 462., - cted` 11 ,1c < AA `Y6Rrinted Name ≤ v�� Date ) ~ �� a o(...s Approval or Denial will be issued in minimum of 5 days. Approved by i . 7 •:V . ` .1 r P ,e _ ` 1• •. - '`s iii'•. � - - rMT. • �. ��YS.••/afs _* a .� 7 -4. 1 •_ _1 t� -, ear- . .. ‘ .1 . . MIT - _,..... :: " : . . • r 1/4 • • . , .r.•'�zc'`: 'c Any,.., . .Yr« " �.a' - M .s .LL3• .� ' rr i►1pr.`V1 � '1```�"_Z_t �iLS elk . v. u!1 A ♦ M .....'y • � ✓ .' Y7'r`M" ' 3;44,.•411 Ytr .ix •/ A •.3 `,1 - •Nom- '' 16 4• �,- • _ r l- T_ .� .` .•. - - . ill .N' . 4re . - _ _ •tea• .f.. - - - �� yY' • may ♦ +- —a _ rr ,ri ,<• : ?- - ' ; t3 • t s . = - '`k, PROPOSED ACCESS LOOKING WEST • t., l�- •: N°..- :cit. :1y� at Z•, ` �� .� lj r Jlydlw 5 _ ♦ J •�o �, t . . . . . )'14110 VI%•1kZ4 IVYY l•� r/' . ,I_7-".ri- f ��.�! t�a. l' • 7,47 ' fo„ . J .,, \ .--$:.' 4,. ‘6.4.. ,t.". .,,, �r Y .1Jr J, • / .,t ,\ -.f '.I /e r „ •,. ....0, '4. 1(. \{ 1141. . _ �'?'to kJ / t �i , ter • ;, . I /-vi � .japed4P� +47t r'`r t'�! 1 t-y .�` �' ` ,. (I/' ( 14...cr.. , ... ....e, �1� / .Cf -- l' I li' 41 `t.-'141 �f 'a i 1. ��`..544:,..1,4. ,,,.: .,_, rrS,. 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'':♦tff�s. Vw�LR j" .. _ - _ _ • v - ' ▪ �' ..r �t` �� " EXISTING ACCESS LOOKING EAST 4. �ypte>,.1,••••....-y --y} • 1 •s n- • ter. � - - .`k▪ 2,Y L•�_C� 'l__. `'at ��l'Y� t^,>{• � r� .1..E...„.‘;,!....‘4 1..:z � �-].,`:1.��kJ• 1 _ .aj tiles �.. s. - - / ! - Typical Traffic Control Plan Diagram ROAD WORK AHEAD 500 FT ♦ D 0 O O O 500 FT ROAD WORK AHEAD Notes: 1 . The above diagram is typical for normal shoulder work applications. Additional signing may be required. 2. Vehicles or construction equipment shall not be parked in the travel way and should be moved to the shoulder. If vehicles or construction equipment are not able to be moved out of the way of traffic, channelizing devices are required for day use only. No night time obstructions are allowed. WELD COUNTY ACCESS PERMIT � o� c_o�, Weld County Public Works Dept. ti� Phone: (970) 304-6496 1111 H Street After Hours: (970) 356-4000 P.O. Box 758 'O ` Sr Emergency Services: (970) 304-6500 x 2700 Greele CO 80632 Q41? Inspection : (970) 304-6480 Permit Number : AP15-00334 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: RECX15-0054, USR15-0024 Expiration date: 01/09/2016 Applicant Information: Property Owner Information: Name: Stan Everitt Name: Company: Legacy Farms, LLC Company: same as applicant Phone: 970-222-4151 Phone: Email : stane@everittcompanies.com Email : Location: Proposed Use: Access is on WCR: 68.5 Temporary: Nearest Intersection WCR: 68.5 & WCR: 17th St. Single Residential : 9 Distance From Intersection: 800 Industrial : Number of Existing Accesses: 3 Small Commercial : 9 Planning Process: USR USR15-0024/REC> Oil & Gas: Large Commercial : Road Surface Type & Construction Information: Subdivision : Road Surface: Asphalt Field (Agricultural Culvert Size & Type: 15" CMP/RCP min. Only)/Exempt: Start Date: Finish Date: Materials to Construct Access: road base Required Attached Documents Submitted: Traffic Control Plan : Yes Certificate of Insurance: No Access Pictures: Yes A copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to %2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control/warning devices are required before work begins and must remain until completion of work Special Requirements or Comments Parcel 080718000060. Utilize NEW shared access point on CR 68.5 for Lot A & B (1-Residential) located approx. 800 ft. West of 17th St. Utilize existing access point on CR 68.5 for Lot B (1-Small Commercial) located approx. 275 ft. West of 17th St. Utilize existing access point on CR 13 for Lot B (1-Residential) located approx. 965 ft. NW of CR 68.5. Existing access point on CR 68.5 located approx. 75 ft. West of 17th St. SHALL be closed and reclaimed prior to 1/15/16. Revised 8/20/15. Approved by: Digitally signed by Morgan Weld County Public Works Date: 8/20/2015 Gabbert UN:cn=Morgan Gabbert,o,ou, email-mgabbert@weldgov.com, c-US Date:2015.08.20 13:13:31 -06'00' Print Date -Time: 8/20/2015 1:12:02PM Access Permit PW008 Page 1 of 1 Hello