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Home My WebLink About20053509.tiff MINOR SUBDIVISION CHANGE OF ZONE APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT # 1$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number itlItc-__14=1'- - 0-45)-- T) S3 l Oc7 O / L< t (12 digit number-found on Tax I.D.information,obainable at the Web County Assessors Office,or www.co.weld.co.us). (Include all lots being included in the application area,If additional space is required,attach an addtional sheet) Legal Description N7-- /U1JIf Ai P Serb Or �rp , SeGim , Township 7 North, Range6Nest Property Address(If Appicable) /a 117 i-(74c //f Existing Zone District : A Proposed Zone District: Total Acreage: L7/, Proposed se #/Lots Average Lot Size: S/,I/. Minimum Lot Size: 3 7ac.Proposed Subdivision Namye�pl___ �,/ / ��,r-,,, FEE OW NER(S))OF THE PROPERTY If additions'space is required,attach an addtional sheet) ' °tW v "�'lit 5(4 Name: v/D(�4 'e 17 (./.-C---- Work Phone# Home Phone# Email Address Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications sbned by A rizedAgentt) : Name: err•-a. S+Dak.62-4/u-�., L L C TOM Morin (co,1Su 4.) (4701 u3-J%I Work Phone# 770 z3/-0479 Home Phone# Email Address_ I61O1 a I (Allow Dr, Address: I7i4Tcr,13- l?r;v44,yiw.Z40. Q..d rCZsj!j '� ft. CO�nss,CO. 3°S'ZS City/State/ZD Code Lovk(an"d, L 0I ??,12,S 3 7 v 4- 4-ION!-1� F4• WWI � UTILITIES: Water: Al./,f�C. VV, D. Sewer: Gas: 3//�� 1 Electric: „if. // /y/ Yr/b/7 lK&A Phone: !✓4 / DISTRICTS: School: if-f4,4 may/ —we//(-p iii: /-,�iii: /- q, Fire: Post: 11 /Am//i I(We)hereby depose and state under penalties of perjury that al statements,proposals,and/or plans submitted with or contained wthin 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 the signatory has the legal authority to sign for the corporation, ., _/,_), Signature:Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date EXHIBIT Z 2005-3509 MEMORANDUM TO: Weld County Planning Department FROM: Walter Huang, General Partner Gold Stone Center, LLC SUBJECT: Authorize Tom Honn as Representative DATE: June 10, 2005 I, Walter Huang, General Partner, Gold Stone Center, LLC, owner of the property, requests and authorizes Tom Honn as our representative on Gold Stone Creek Subdivision. Please contact him and forward copies of all correspondence regarding the subdivision. Thank you. �)J _ Walter Huang, Gener Partner Gold Stone Center, C Professional Planning Consulting 1601 Qua(tHa¢amDnve Ft Collier, CO 80525 (970)223-1967 Thomas E.Honn,AICP E-Mai/.'honn@fixt orm June 25,2005 Jacqueline Hatch, Planner Weld County Department of Planning Services 918 10th Street Greeley CO 80631 Subject: Change of Zone Request—Gold Stone Creek Subdivision Dear Jacqueline: Please find attached the materials for the COZ application for minor Subdivision for Gold Stone Creek. The major issues raised during the Sketch Plan have been addressed. Primary in the concerns was the design solutions due to the FEMA designated flood plain. You will find that Shear Engineering Corporation has met with Peter Schei, P.E. and a detailed response is included for him. Care in the design for the flood plain has addressed several other agency concerns. The zoning requested is the Estate Zone District,which conforms to the intended use of the property as a non-urban subdivision intended to provide rural lifestyle opportunities to families looking for the capability to have space and limited livestock and 4-H projects. Water is provided through the North Weld County Water District. As requested, a small tract is being dedicated to the NWCWD for future use, if needed. Septic systems have been identified as an appropriate means of individual sewage disposal and each site will be tested to determine the appropriate system size for primary and reserved leach fields. The lots that have flood plain are restricted from building structures or sanitary facilities within the floodplain without prior approval of a Flood Hazard permit per note 5 on the plat. The drainage plans show how the roads and lots are properly designed for the floodplain conditions. Any work in the drainage ways that require a Section 404 Permit will be properly coordinated and permitted with and through the Corps of Engineers. The Nunn Fire Protection District has reviewed the plat concept and accepts the concept. They have requested the street name be based on the County street naming grid rather than a named street. The plat requests the street name County Road 92 ' . No hydrants are requested and the street design with the cul-de-sac design was acceptable. Weld RE-9 has indicated they will pick up school age students on the internal street at the cul-de-sac as the street is proposed. The applicant also acknowledges the school fees and 11111- (11. —Bridging the Development Process— will insure the fees are paid at the building permit issuance for each lot. The Post Office will deliver mail to individual mail boxes located adjacent to the street shoulder at each home.No further design for bus or mail services are required. No ditch users are affected by this development regarding use, ditch crossings rights-of- ways or other matters. The Geological Survey concerns are addressed within the Drainage report related to the floodplain. All other concerns are related to individual soils and percolation tests to be done at individual building permits to determine foundation types and septic designs. No commercial minerals were identified in the Geo-tech study submitted with the Sketch plan. The Water Supply Summary Sheet is included with this request and a copy of the NWCWD water agreement draft is attached. A copy has previously been forwarded the County Attorney's office for review. The Sheriff's Office concerns are addressed as follows: No water or oil or gas facilities exist on the property. All mail and school bus activity will occur on the internal public street, not on County Road 29. An entry sign with address identification and appropriate house address identification will be done and design for each of these matters will be submitted at the final plat submittal. Assistance from the Planning Department and Sheriff's Office for code compliance will be requested for the final design. The County Road Impact Fee Program shall be adhered to with this subdivision and any fee required shall be paid at the time of building permits per County Code. Please let me know if you require any further information. Si ly, mas E. onn, AICP Applicant's Representative —Bridging the Development Process— Questionnaire related to section 23-2-50 E. > The proposed subdivision and rezone to Estate is consistent with the Comprehensive Plan in that it does not consume prime agricultural land and it permits less than prime land to be use for rural residential homes and lifestyles that take pressure from prime lands and allows it in areas that meet the criteria for service and utility compliance. The Water Road and other utilities are available for this level of non-urban development. No pressures are placed on existing agricultural uses in the area and the residential uses nearby are similar in the provision of a larger than urban typical lot for people that wish to have space and perhaps a small livestock or 4-H operation. > The rezoning permits similar and consistent uses with the Agricultural District while being more appropriate in limiting intensive uses for the lot sizes being proposed. The Estate District,based on the lot sizes of this non-urban subdivision can permit a house and out buildings and limited but appropriate livestock uses. > The proposed subdivision will able to be compatible with adjacent agricultural and residential uses because the adjacent agricultural uses are a mix of dry- land fanning and grazing.No intensive livestock uses are nearby to create conflicts. The typical resident will have a desire for rural lifestyles and 4-H projects. These are the appropriate locations for an affordable solution for people looking for the opportunity to enjoy a lifestyle but not in a position too buy a large farm. > Water is provided by North Weld County Water District. Private septic systems will provide sewer services. > Street facilities are adequate to provide access. The internal street will be paved and dedicated as a public street. > There are no commercially available minerals on the site. The surface owner/applicant is also the owner of the mineral estate. > This site is not within an Overlay District. > This site is not within a Mixed Use Development Area. To Whom it May Concern: The Weld County District 9 Highland Schools will use the internal street, Weld County Rd. 92-3/4 to pick up school children. The bus will turn around at the cul-de-sac and pick up the children at that location. k 1P. a4.,r 6y2 rslo S Transporta on Department Date To Whom it May Concern: The Post Office will deliver mail to individual mailboxes at each individual driveway. Them ' box placement is just behind the edge of pavement on the road shoulder. l ' 4e8/0 Lee Giffin, P aster 'Date Pierce, CO e'/25/2O5 ©7: 48 970585r INTERM:LL LANEPAGE 6_ RESOLUTION RE: ACCEPT PETITION AND AUTHORIZE VACATION OF A PORTION OF RIGHT-OF-WAY ON WELD COUNTY ROAD 94 BETWEEN WCRS 29 AND 31 - SHARON SCHELLER, RUBY SCHELLER, VERNON ANO CRYSTAL DIRKES,AND LEE AND ANNE TEDESCO WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS,the Board has been presented with a Road Petition from Sharon Schaller, Ruby Scheller,Vernon and Crystal Oirkes,and Lee and Anne Tedesco, a copy of which Is attached hereto and ference, on Weld County Road 94 included by Weld County Roads 29 and t3l beinion of a g portion a fully described as follows: The public road right-of-way lying 30 feet on either side of the section line between Sections 9 and 16, Township 8 North. Range 66 West of the 6th P.M., Weld County, Colorado WHEREAS,the adjoining landowners were mailed ten days notice by the Clerk to the Board of a public hearing set for December 29. 2003, to consider the vacation of that portion of Weld County road right-of-way which Is described above,and WHEREAS,any persons owning dedicated and recorded easements and rights-of-way for the use of the right-of-way to be vacated, if any. may continue such use after formal vacation by Weld County,and • WHEREAS, the Board of County Commissioners heard testimony and reviewed all other evidence presented therein by staff and the public, and WHEREAS, the evidence showed that the vacation of tnat portion of Weld County road right-of-way which is described above will not leave any land adjoining the roadway without an established public road or private access easement connecting the land with another established public road, and WHEREAS,the Board of County Comrnissbners deems it advisable to vacate said portion of Weld County road right-of-way,with said vacation to become effective upon recording as required below. NOW,THEREFORE,BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Road Petition from Sharon Schaller, Ruby Scheller, Vernon and Crystal Dukes, and Lee and Anne Tedesco be, and hereby is. accepted. 11111131 III HIM 111111111 uIIN VI 1IIII IIII IIII 3142964 01f90/2004 12:13! Weld County,CO 1 of 4 M 0.00 D 0.00 lien,Moreno Clerk a Recorder 20433-3479 EG0043 Cr: fL, icL. 04/25,2Ce5 07: 49 9795=.5 IIiTERMILL LAnD ? PAGE 03 • RE. VACATION OF A PORTION OF WCR RIGHT-OF-WAY- SCHELLER, DIRKES, AND TEDESCO PAGE 2 BE IT FURTHER RESOLVED by the Board that the portion of Weld County right-of-way which is described above be, and hereby is.vacated. BE IT FURTHER RESOLVED by the Board that the Clerk to the Board be. and hereby is. directed to record this Resolution In the records of the Weld County Clerk and Recorder. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 29th day of December, A.D., 2003. BOARD OF COUNTY COMMISSIONERS ' WELD COUNTY, COLORADO ATTEST: i teN EXCUSED f 4O, Da id E. Long,Chair Weld County Clerk to the.B f'r.% • BY: c �.� ��! A Robert D asden • c Deputy Clerk to the Boo`� Ll��/ APPR. DASTOF. e William Jerk+a county • tlo ey � Gien V ad Date of Signature: 4.674V 11111!1 111111111111111101 I l l s!till ll ID MIME 111111 I I I! 3142954 01/09/2004 12:13P Weld County. Co 2 4t 4 R 0.00 0 0.00 Steve Morena Clerk 4 Recorder 2003-3479 EG0043 June 27, 2005 Project No. 2136-01-04 SHEAR Weld County Public Works ENGINEERING P.O. Box 758 CORPORATION Greeley, Colorado 80632 Attn: Peter Schei, P.E. Re: Gold Stone Creek Minor Subdivision; Weld County (Pierce); Colorado Response to January 4, 2005 Sketch Plan Comments Dear Mr. Schei, This is a response to the most recent Weld County Public Works review comments concerning Gold Stone Creek Minor Subdivision noted in a memorandum from Peter Schei, P.E. to Jacqueline Hatch dated January 4, 2005. External Roadways: o This development will introduce 86 additional vehicle trips per day to the off-site roadway system based on the proposed 9 residential homes. o The increased level of traffic on County roads creates maintenance problems, levels of service, and capacity concerns. o The County has no traffic counts in the vicinity of the proposed development. o The applicant will be required to submit a current traffic count on CR 29 (gravel) in the vicinity of the proposed development to help determine any possible off-site roadway dust mitigation/improvements. R Acknowledged: A current traffic count is being submitted at this time for your review and assessment. o Required off-site improvements will be determined when a rough traffic impact statement is received from the engineer. R Acknowledged. o The applicant shall submit a proposed off-site improvements agreement with the final plan application. R Acknowledged. o CR 29 is classified by the County (Weld County Roadway Classification Plan June 2002) as a local road (adjacent to the proposed development) and requires a 60 foot right-of-way. The applicant shall verify the existing right-of-way and the documents creating the right-of- way shall be noted on the change of zone plat. If the right-of-way cannot be verified, it will be dedicated on the final plat. R Acknowledged: right-of-way dedication is shown on the change of zone plat. It will also be dedicated on the final plat. o CR 29 is gravel and under the jurisdiction and maintenance of Weld County. R Acknowledged. o The applicant shall coordinate with the County concerning respective roadway improvements at the change of zone application submittal, if required. R Acknowledged. 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 Fax (970) 282-0311 www.shearengineering.com PAGE 2 June 27, 2005 Project No. 2136-01-04 Re: Gold Stone Creek Minor Subdivision; Weld County (Pierce); Colorado Response to January 4, 2005 Sketch Plan Comments ❑ CR 94 does not exist adjacent to this development on the section line. At this time, Public Works does not disagree with the applicant's statement that the 60 foot right-of-way has been vacated Public Works will review County records to corroborate this vacation. R Acknowledged: Documentation concerning the vacation of CR 94 is attached for your immediate review. Internal Roadways: ❑ Internal roads shall meet Weld County criteria. The internal roadway right-of-way shall be sixty (60)fret in width including cul-de-sacs with a sixty-five (65)foot radius, and dedicated to the public. R Acknowledged: All of the above parameters have been accommodated. o The typical roadway section of interior roadway may be shown as two 12 foot paved lanes with 4-foot gravel shoulders on the change of zone plat, as the applicant has shown on the sketch plan. R Done. o The cul-de-sac edge of pavement radius shall be fifty (50)feet. R Done. o Stop signs and street name signs will be required at all intersections. R Done. o Roadside drainage shall be contained within the right-of-way. R The south side of the cul-de-sac (County Road 92 3/4) was not provided with a drainage swale due to the fill conditions required to maintain a drainage profile on the north side of the cul-de-sac (County Road 92 3/4) to the existing Spring Creek drainageway. Minimal runoff from the south half of the right-of-way occurs and should have minimal impact to the southerly lots. Refer to drainage report for additional discussion. ❑ The applicant shall provide a pavement design prepared by a professional engineer along with the final plan submittal. R Acknowledged. A pavement design will be provided at final. ^ PAGE 3 June 27, 2005 Project No. 2136-01-04 Re: Gold Stone Creek Minor Subdivision; Weld County (Pierce); Colorado Response to January 4, 2005 Sketch Plan Comments ❑ Public Works has a concern with the proposed paved internal roadway passing through the flood zone (700 to 800 feet wide). Long term maintenance of a paved roadway in a flood zone would not be acceptable to Public Works. Furthermore, the plausible obstruction of the natural drainage way (flood zone) may have detrimental effects to the upstream and downstream areas of Spring Creek potentially creating additional uncertain extents to the flooding Any obstructions in a flood way are not recommended. o The applicant shall address the internal roadway layout with-respect-to the flood zone. Items to address must include (but not limited to) the following: length(s), geometries, paved/gravel surface(s), flood zone crossing, safety /access during a flood event, lot layout and supporting details. R Brian W. Shear, P.E. and Fred C. Ernst, P.E. met with you on May 4, 2005. During our May 4, 2005 meeting and discussion regarding this issue, it was agreed to shorten the cul-de-sac (County Road 92 3/4) to the northern side of the flood zone. This item has been accommodated based on our discussions and agreements made at our May 4, 2005 meeting. o While Public Works does not readily comment on lot layout. The following may be of some consideration for the applicant. • Could the cul-de-sac be shortened up to the western side of the flood zone? This would keep all paved roadway surfaces out of the flood zone and eliminate the 'eye brow'turn around. R During our May 4, 2005 meeting and discussion regarding this issue, it was agreed to shorten the cul-de-sac (County Road 92 3/4) to the northern side of the flood zone and eliminate the eyebrow. Both items have now been accommodated based on our discussions and agreements made at our May 4, 2005 meeting. • Could a gravel roadway extend to the east of the paved cul-de-sac, if needed? This would provide some level of access to the eastern portion of the parcel and may extend through the flood zone with an appropriate 'low-water' crossing. R With our agreement to shorten the cul-de-sac (County Road 92 3/4) to the northern side of the flood zone, we also agreed to extend a gravel private drive with a minimum width of twenty feet (20') with no shoulder requirements. Details have been added to the plans to reflect this discussion. • It is recommended that any consideration to road re-alignment (and/or amended lot layout) be considered at the sketch plan phase of the development process. R Acknowledged. o Easements shall be shown on the final plat in accordance with County standards (Sec.24-7- 60) and/or Utility Board recommendations. R Acknowledged. PAGE 4 • June 27, 2005 Project No. 2136-01-04 Re: Gold Stone Creek Minor Subdivision; Weld County (Pierce); Colorado Response to January 4, 2005 Sketch Plan Comments ❑ Intersection sight distance triangles at the development entrance will be required All landscaping within the triangles must be less than 3%z feet in height at maturity, and noted on the final roadway plans. R Acknowledged. Sight distances are shown on the plans (refer to Sheet 2) and sight distance easements shown on the Change of Zone Plat. Sight distance easements will also be shown on the final plat. ❑ The applicant shall submit to Public Works stamped, signed and dated final plat drawings and roadway / construction & grading plan drawings for review with the final plan application and approval. Construction details must be included R Acknowledged. Construction details are provided with preliminary plans with this "Change of Zone" submittal as well. o Street signing — including stop signs and street name signs will be required at all intersections and shown on final roadway plans. The current edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall govern the signing. R Acknowledged. Stop and street name sign is noted on the preliminary plans and a detail has been provided. ❑ The applicant shall submit Improvements Agreements According to Policy Regarding Collateral_ or Improvements with the final plan application. These agreements must be reviewed by Public Works and shall be approved by the Board of County Commissioners (BOCC)prior to recording any final plan. R Acknowledged. Drainage: ❑ The Concept Drainage, Erosion Control and Water Quality Report for Gold Stone Creek Minor Subdivision dated November 22, 2004, by Brian Shear, P.E. (Colorado PE #20262) with Shear Engineering Corporation (Project No: 2136-01-04) is satisfactory. o The report notes a flood zone (Spring Creek drainage) passing through the proposed development site. ❑ The applicant shall address building envelope locations with the change of zone application materials. "In no case shall a one-hundred-year design storm frequency cause inundation to any structure or pose a hazard " It is the Public Works recommendation to locate all building structures out of the known flood zone. Any structures located in close proximity to a flood zone may consider standard flood protection measures, which may include raising the main floor elevation. R During our May 4, 2005 meeting and discussion regarding this issue, we work-sessioned recommended finished grades for flood protection of the four (4) lots adjacent to the flood zone. Summary data regarding flood elevations and suggested finished grade elevations has been added to the drainage plan. r PAGE 5 June 27, 2005 Project No. 2136-01-04 Re: Gold Stone Creek Minor Subdivision; Weld County (Pierce); Colorado Response to January 4, 2005 Sketch Plan Comments o A final drainage report stamped, signed and dated by a professional engineer licensed in the State of Colorado shall be submitted with the change of zone application, since a flood zone is noted as passing through the proposed site. R Acknowledged. Although the drainage, erosion control and water quality report is titled with the work "Preliminary", it is being submittal with data normally provided at a final design level. o Typical residential land use: The 5-year storm and 100 year storm drainage studies shall take into consideration off-site flows both entering and leaving the development. Increased runoff due to development will require detention of the 100 year storm developed condition while releasing the 5-year storm existing condition. The applicant shall address all historic drainage patterns across the site and account for both off-site historic and developed condition flows. R Acknowledged. Offsite flows have been considered. During our May 4, 2005 meeting and discussion regarding the results of the flood control report dated December, 1988 for the Town of Pierce prepared by the Colorado Water Conservation Board titled "Flood Control and Drainage Improvements; Town of Pierce, Colorado", detention that was previously considered, has been eliminated. The flood control report for the Town of Pierce prepared by the Colorado Water Conservation Board is included in the drainage report. o Appropriate design storm periods shall be utilized for the proposed land use, such as commercial. R Acknowledged. o The final drainage report shall include a flood hazard review documenting any FEMA defined floodplains or floodways. The engineer shall reference the specific map panel number, including date. The development site shall be located on the copy of the FEMA map. R Acknowledged. o The engineer must take into consideration stormwater capture / quality and provide accordingly for best management practices. R Acknowledged. o Stormwater runoff shall not adversely impact downstream storm drainage facilities. R Acknowledged. o The report must include discussion of the flood zone and the impacts/implications with- respect-to the proposed development, building structures, roadway, developed stormwater drainage, and HOA covenants/restrictions for a major drainage way. R Acknowledged. PAGE 6 June 27, 2005 Project No. 2136-01-04 Re: Gold Stone Creek Minor Subdivision; Weld County (Pierce); Colorado Response to January 4, 2005 Sketch Plan Comments ❑ The applicant shall prepare a construction detail for typical lot grading with respect to • drainage for the final plan application. Front, rear and side slopes around building envelopes must be addressed In addition, drainage for rear and side lot line wales shall be considered. Building envelopes must be planned to avoid storm water flows, while taking into account adjacent drainage mitigation. R Acknowledged. ❑ Final drainage construction and erosion control plans (conforming to the drainage report) stamped, signed and dated by a professional engineer licensed in the State of Colorado shall be submitted with each final plan (phase) application. These plans (stormwater management plans) may be based on Urban Drainage methodology. R Acknowledged. We trust that this response has addressed all of your specific comments and concerns. If you have any questions or further comments during your next detailed project review, please call at (970) 226-5334. Sincerel c�Q Brian W. Shear, P. . Shear Engineering Corporation attachments cc: Jacqueline Hatch, Weld County Planning Walter Huang; Gold Stone Center LLC Tom Honn; TH Inc. Steve Stencel, PLS; Intermill Land Surveying r MEMORANDUM co M O TO: Walter Huang p `n Tom Honn, TH inc. o - Peter Schei, Weld County Public Works �p,O� RE(,�SA ¢ o co O.•` OW J. F.� 0 �o [---- FROM: Matt Delich �40.A.,2 0<��.0, :...1 B ern ''s 1 ZDATE: March 18, 2005 a �• a SUBJECT: Gold Stone Creek traffic analyses eiW o (File: 0515ME01) S�ONAI . CO w 0 N This memorandum addresses the transportation impacts of the E Q rn 0 0 proposed Gold Stone Creek Development. This project is proposed to w . be located along WCR29, northwest of Pierce and south of Nunn, Weld a cn County. WCR29 is currently a 30 foot shoulder to shoulder gravel = road. The site location is shown in Figure 1. The Gold Stone Creek o Development will consist of 9 single family dwelling units . The OT purpose of this memorandum is to evaluate the need for n' paving/treatment of WCR29 with full development of Gold Stone Creek N Development. Figure 2 shows recent daily traffic counts at the proposed site just south of WCR94 . The count data was obtained in February 2005. Raw traffic data is provided in Appendix A. The volumes shown on Figure 2 are the average of the two days of counts. Figure 3 shows the site plan for the Gold Stone Creek Development. This project is proposed with 9 single family dwelling units. Access to the site will be a single access to the WCR29. Trip Generation, 7" Edition, ITE was used as a reference in calculating the trip generation. Table 1 shows the trip generation W for the Gold Stone Creek Development. ? Directional distribution of the generated trips was determined I w for Gold Stone Creek Development based upon the existing traffic z patterns, engineering judgment, and future trip attractions for this V z type of land use. It was assumed that most/all vehicle trips would ...I W go to US85. These vehicle trips would be split 65 percent to the W o south and 35 percent to the north on WCR 29. Figure 4 shows the G r site generated daily traffic assignment of the Gold Stone Creek Development. iz O Si Figure 5 shows the short range (2008) background daily traffic north and south of the proposed Gold Stone Creek Development. F Traffic volumes on these types of gravel roads are generally stable. W o6j Traffic growth usually occurs with development. There are no known I U significant developments that would cause the traffic on WCR29 to aincrease. Therefore, a growth rate of 1.0 percent per year, F compounded annually, was used to develop the background traffic projections . C Figure 6 shows the short range (2008) total daily traffic north and south of the proposed Gold Stone Creek Development. In Weld County, gravel roads require treatment or paving when the traffic forecast exceeds 200 vehicles per day. As can be seen in Figure 6, the daily traffic will be significantly less than 200 vehicles. As a sensitivity analysis, the counted traffic was increased by 10 percent per year, compounded annually to the year 2008. This results in a growth factor of 1. 331. It is not likely that traffic on this segment of WCR29 would experience this rate of growth. As a further sensitivity analysis, if all of the site generated traffic traveled in one direction the resulting daily traffic would be approximately 180 vehicles. This is still less than the treatment/paving threshold. It is concluded that, with the Gold Stone Creek Development, the future average daily traffic will be well below the minimum threshold of 200 VPD to required paving or treatment of WCR29. If other developments are proposed along WCR29, those developments should conduct their own evaluation of traffic on this road. TABLE 1 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 210 Single family detached 9 D.U. 9.57 85 0.19 2 0.56 5 0.64 6 0.37 3 . _ Jo0 N N N- NUNN `N' 98 G 96 N CO96 CO 73 N 94 / \Gold Stone 92 92 Creek 85 N 90 PIERCE 1' 88 `r' CO \ \ SCALE: 1"-=4000' SITE LOCATION Figure 1 . AS N WCR94 } 0 so) N 0 AM/PM Daily RECENT AVERAGE DAILY TRAFFIC Figure 2 AIS SCALE 1" = 400' �..�,. . :;.y: .. . tor r0.7 NB456'SBT 2602.491 .� ry w:r.r.r n.. w y \r�na r�vls 1001 r s a .--x • v--a x x--,, y LOTI ..t wrc r — IAT2 us 4.....'•. [AT3 [AT6 LOTS a 5.h.>_ „a In SOLO STONE - CREEK DRIVE - @ / m w'ROI al',ivy Ld ace ry9 LOT anrt f. V Lob WT8 •u... �wT pow.. 58451'57"W 2613.63' 0 0.F r....r.d0) It Ta. g lrti WPo al is 14 rt XB491'OJ4 282457' 9 SITE PLAN Figure 3 . AS N AM/PM 0 WCR94 a SITE U) 1 rn C‘ CI U Daily DAILY SITE TRAFFIC Figure 4 . N AM/PM N- WCR94 a SITE rn N U Daily Rounded to Nearest 5 Vehicles SHORT RANGE (2008) BACKGROUND DAILY TRAFFIC Figure 5 AS N AM/PM 0 I WCR94 a SITE 0 M 6) N U Daily Rounded to Nearest 5 Vehicles SHORT RANGE (2008) TOTAL DAILY TRAFFIC Figure 6 APPENDIX A f Weather Rocky Mountain Counts, LLC. Counted by: 1106 cherry Ct. Site code : 000002005029 Board # Ft. Lupton, CO 80621 Start Date: 02/15/2005 other : Phone (303) 641-0445 Fax (303) 857-9191 File I.D. : CR29BTWNCR909 Street name :CR 29 BTWN CR 96 & CR 90 LN1'SB LN2-NB Page _1 ...........Begin Tues. 1 2 Combined Wed. 1 2 Combined 'ime 02/15 A.M. P.M. A.M. P.M. A.M. P.M. 02/16 A.M. P.M. A.M. P.M. A.M. P.M. 12:00 0 0 0 0 0 0 0 2 0 0 0 2 12:15 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 2 0 1 0 3 0 1 0 1 0 01:15 0 1 0 0 0 1 0 0 0 1 0 1 01:30 0 1 0 0 0 1 0 0 0 1 0 1 01:45 0 0 0 0 0 0 0 '0 0 0 0 0 02:00 0 0 0 0 0 0 0) r 0 2 0 4 02:15 0 0 0 2 0 2 1 0 0 ' 0 4 0 4 • 02:30 0 0 0 1 0 1 0 0 0 0 0 '0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 2 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 1 0 1 03:30 0 1 0 2 0 3 0 1 0 0 3 03:45 0 0 0 0 0 0 0 1 0 1 0 2 04:00 0 0 0 1 0 1 0 1 0 1 0 2 04:15 0 1 0 0 0 1 0 1 0 0 3 04:30 0 0 0 0 0 0 0 0 0 1 0 1 • 04:45 0 0 0 0 0 0 0 3 0 1 0 4 05:00 0 1 0 1 0 2 0 1 1 5 1 6 05:15 0 0 0 0 0 0 0 2 0 4 0 6 05:30 1 1 0 1 1 2 0 1 0 0 0 1 05:45 0 0 0 1 0 1 0 1 0 2 0 3 06:00 0 1 1 1 1 2 0 0 0 1 0 06:15 2 0 0 0 1 0 0 0 0 1 0 0 06:30 2 0 0 2 2 2 0 0 0 1 0 1 06:45 2 0 0 0 2 0 1 1 0 1 1 2 07:00 3 0 1 1 4 1 2 1 1 0 3 1 07:15 4 0 1 0 1 0 0 0 2 0 2 1 07:30 4 0 0 4 2 1 0 0 1 1 1 07:45 1 1 0 0 1 1 3 0 1 0 4 0 08:00 1 0 0 0 1 0 1 0 0 0 1 0 08:15 0 1 0 1 0 2 5 0 0 0 5 0 08:30 0 0 0 0 0 0 1 0 0 0 1 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 1 0 0 0 1 0 09:15 0 0 0 0 0 0 0 0 0 0 0 0 09:30 0 0 0 0 0 0 0 1 0 2 0 3 • 09:45 0 0 0 0 0 0 0 1 0 0 0 1 10:00 1 0 2 0 3 0 0 0 0 0 0 0 ' 0:15 1 0 1 0 2 0 0 0 0 0 0 0 0:30 0 0 1 0 1 0 0 0 3 1 3 1 10:45 0 0 0 0 0 0 0 ` 1 0 0 0 1 11:00 0 0 0 0 0 0 0 0 0 0 0 0 11:15 1 0 0 0 1 0 0 Q. 0 0 0 0 11:30 0 0 0 0 0 0 0 0 ' 0 0 0 0 _ 11:45 0 0 1 0 1 _ 0 0 0 0 0 0 ' Totals 18 11 8 19 26 _ 30 15 23 9 36 23 59 Day Totals 29 27 $6 38 44 82 I Total 32.1% 19.6% 14.2% 33.9% 18.2% 28.0% 9.7% 43.9% Peaks 06:45 12:45 09:45 02:15 06:45 12:45 07:30 04:45 07:00 04:30 07:30 04:30 Volume 9 4 4 5 11 5 10 7 4 11 11 17 P.H.F. .56 .5 .5 .62 .68 .41 .5 .58 .5 .55 .55 .70 3 Nth 2 9 Z? 28 7o-rA c_. —70 . ' A4LY Report Date: 06/29/2005 02:50PM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO: R2680404 ASSESSED TO: GOLD STONE CENTER LLC 1714 TOPEZ DR STE 240 LOVELAND, CO 80537 LEGAL DESCRIPTION: N2NW4 16-8-66 PARCEL: 055316200014 SITUS ADD: TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2004 TAX 121.28 0.00 0.00 121.28 0.00 TOTAL TAXES ! , GRAND TOTAL DUE GOOD THROUGH 06/29/2005 0.00 ORIGINAL TAX BILLING FOR 2004 TAX DISTRICT 0916- Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 19.957 37.13 AGRICULTUR 6,407 1,860 SCHOOL DIST RE9 31.305 58.23 NCW WATER 1.000 1.86 TOTAL 6,407 1,860 NUNN FIRE 2.947 5.48 AIMS JUNIOR COL 6.328 11.77 WELD LIBRARY 3.249 6.04 WEST GREELEY CONSERVATION 0.414 0.77 TAXES FOR 2004 65.200 121.28 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 I. 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. Signesia , Date ere- Hello