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Home My WebLink About20020007.tiff Memorandum TO: Lauren Light DATE: November 9, 2001 Weld County Planning (tic FROM: Charlotte Davis , Environmental Health Services COLORADO CASE: USR-1362 NAME: Theodore Schrage Environmental Health Services has reviewed this proposal for a single family dwelling. We have no objections to the proposal, however,we do recommend that the following conditions be part of any approval: We recommend that the following requirements be incorporated into the pciwit as "development standards": 1. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 1. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, blowing debris, and other potential nuisance conditions. 2. Fugitive dust shall be controlled on this site. 3. This facility shall adhere to the maximum permissible noise levels allowed in the Residential Zone as delineated in 25-12-103 C.R.S., as amended. 4. The home shall utilize the existing public water supply. (Little Thompson Water District) 2002-0007 EXHIBIT /0 4. R C,..i:', . 't r^ OCT 3 1200 i rat Q TY PUBWEC WELD CR CCOS D:PT ' , Weld County Referral III October 24, 2001 C COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Theodore Schrage Case Number USR-1362 Please Reply By November 14, 2001 Planner Lauren Light Project A Site Specific Development Plan and Special Review Permit for a single family dwelling unit (other than those permitted under Section 23-3-20. A) in the Agricultural Zone District. Legal Lot B of RE-2509; pad of the NE4 of Section 6, T4N, R68W of the 6th P.M., Weld County, Colorado. r Location South of and adjacent to State Hwy 60;approximately 680 feet west of WCR 3 . Parcel Number 1061 06 000088 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Weld County Planning Commission Hearing (if applicable) December 4, 2001 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan ❑ We have reviewed the request and find no conflicts with our interests. XSee attached letter. Comments: Signature // /42‘1441144-At 4/ Date W. /67 --- C/ r Agency P -[... � © a_D' +Weld County Planning Dept. +1555 N. 17th Ave.Greeley,CO.80631 +(970)353-6100 ext.3540 +(970)304 Weld County Planning Dept, • MEMORANDUM 1.,,10i( RECEIVED TO: Lauren Light, Planner DATE: November 16, 2001 te O FROM: Donald Carroll, Engineering Administrator 1 C. SUBJECT: USR-1362; Theodore Schrage 9 COLORADO Weld County Public Works has reviewed this proposal; this project falls primarily under the purview of the Use by Special Review Standards,Weld County Code, Chapter 23,Article II, Division 4, Section 23. Our comments and requirements are as follows: COMMENTS: WCR 3 is designated on the Transportation Plan Map as a local gravel road,which requires a 60-foot right-of-way at full build out. There is presently a 60-foot right-of-way. This road is maintained by Weld County. Pursuant to the definition of SETBACK in the Weld County Code, Chapter 23,Article III, Section 23-3-50,the required setback is measured from the future right-of-way line. Traffic Counts: The average daily traffic(ADT) count for WCR 3 was 182 vehicles taken in a 24-hour period on June 22, 1998. REQUIREMENTS: Access:The applicant and I have been working together to upgrade and share joint access point with the adjacent property owner from WCR 3. This will minimize access points. Storm Water Drainage: The applicant indicated that there will not be any storm water drainage problems as the remaining portion of this site is designated as agricultural. The site is approximately 45.99 acres. No storm water drainage report will be required. Pursuant to Chapter.15, Articles I and II of the Weld County Code, if noxious weeds exist on the property or become established as a result of the proposed development, the applicant/landowner shall be responsible for controlling the noxious weeds. pc: USR-1362 file M:\W PFILES\DON-C\PLAN3USR.W PD • l^ APPENDIX B WELD COUNTY ROAD ACCESS INFORMATION SHEET Weld County Public Works Department Date: o$—o?3 G / 1111 H Street,P.O.Box 758, Greeley,CO 80632 Phone: (970)356-4000,Ext. Fax: (970)304-6497 �7 / 1. Applicant Name MtODDR 4 SCARAG� PhoneQ/O- t & Q- 663 Address 03 C /o ST.A Ct iht 60 City G O VL LAID State Zip to S3 7 W 2. Address or location of access L 0 en 1.4,47)/ Rn A A 3 Section N l/� — 6, Township /f Range /. R k Subdivisions Block Lot Weld County Road # 3 Side of Road UISS 7 Distance from nearest intersection/a in FT W.eF wetD Co wit/TyRDS 3. Is there an existing access to the property? Yes No_ #of accesses / 4. Proposed Use: ® Permanent I Residential/Agricultural ❑ Industrial ❑ Temporary ❑ Subdivision ❑ Commercial ❑ Other 5. Site Sketch �y Legend for Access Description: / I P I STATE rra✓y/ GO 4 :S�1 • �.�,G = Agricultural1 / tES = Residential (Cu; i ` 1 . O&G= Oil&Gas , D.R. = Ditch Road ', 6 i A <s 2 S Oct:.) . r-Z/,6 pRy r 1 6 l�lrJ s b O 7 COU.Nry RD *8 7 OFFICE USE ONLY: Road ADT Date Accidents Date Road ADT Date Accidents Date Drainage Requirement Culvert Size Length Special Conditions Bc2F/7 R7,5 I D L%N-cal. S/ reS S/{A/ 'S HA R 4 J'Diw7 4c O. F4c p0/v1 FRDM tur R 3 /kJ.; tallation autphorized Information Insufficient Reviewed By: 8 " .23 ` Title: E ee . 4 p Nil t 1❑ . 8 \NQMco - , Weld County Planning Dept. ,� ScX (Q O ,,,\ f'OV 9 2G0\ j i v to st i°4O\ 4,,,... EC E I Cpl County Referral IIWD October 24, 2001 C COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Theodore Schrage Case Number USR-1362 Please Reply By November 14, 2001 Planner Lauren Light Project A Site Specific Development Plan and Special Review Permit for a single family dwelling unit (other than those permitted under Section 23-3-20. A) in the Agricultural Zone District. Legal ' Lot B of RE-2509; part of the NE4 of Section 6, T4N, R68W of the 6th P.M., Weld County, Colorado. Location South of and adjacent to State Hwy 60;approximately 680 feet west of WCR 3 . Parcel Number 1061 06 000088 m __ _ _ .1 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Weld County Planning Commission Hearing (if applicable) December 4, 2001 We have reviewed the request and find that it does/does not comply with our Comprehensive Plan We have reviewed the request and find no conflicts with our interests. CI See attached letter. - Mort,, Comments: lc ort -L5' an 2X I S'ti✓lri a-cccPSS thQ. pQXC L I t ;1- y- r ai n . n.o+ ne ?Th.) zcctsS �t 1 he 0-We 1 OY --I-t 5-Pack. VCA Signature 40V ' Date I ( / (3 /Q I Agency C OT 1\cce 55 ((( EXHIBIT 4Weld County Planning Dept. •:•1555 N. 17th Ave. Greeley,CO.80631 4-(970)353-6100 ext.3540 4-(970)304-6498 Weld County Planning Dept. NOV 2 REtt NOV 1 3 10Gi g' t(114.41t6 RECEIVED Weld County Referral October 24, 2001 III ip C COLORADO The Weld County Department of Planning Services has received the following item for review: Applicant Theodore Schrage Case Number USR-1362 I Please Reply By November 14, 2001 Planner Lauren Light Project A Site Specific Development Plan and Special Review Permit for a single family ii dwelling unit (other than those permitted under Section 23-3-20. A) in the Agricultural Zone District. Legal Lot B of RE-2509; part of the NE4 of Section 6, T4N, R68W of the 6th P.M., Weld County, Colorado. Location South of and adjacent to State Hwy 60;approximately 680 feet west of WCR 3 . I Parcel Number 1061 06 000088 E The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Weld County Planning Commission Hearing (if applicable) December 4, 2001 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan O JNe have reviewed the request and find no conflicts with our interests. X See attached letter. Comments: Signature Date //A '-. Agency +Weld County Planning Dept. +x1555 N. 17th Ave. Greeley,CO.80631 +(970)353-6100 ext.3540 +(970)304-649. EXHIBIT /s' BERTHOUD FIRE PROTECTION DISTRICT /� '\r Box 570 • 275 Mountain Ave. • Berthoud, CO 80513 • (970) 532-2264 I August 22, 2001 grit Weld County Department of Planning Services 1555 N. 17th Ave. Greeley, CO 80631 RE: Theodore H. Schrage 0866 State Hwy. 60 Loveland, CO 80537 �-. Dear Planners: The above address is within the jurisdiction of the Berthoud Fire Protection District. A fire hydrant exists within the maximum required distance of the proposed building site. The minimum fire flow for one and two family dwellings having a fire area which does not exceed 3,600 square feet will be 1,000 gallons of water per minute. Fire flow and flow duration in the attached table (Table A-III-A-I). In the event that the available fire flow is less than the required flow, alternate fire protection is required (an approved automatic residential fire sprinkler system.) If you have any questions, please direct them to me at your earliest convenience. Respectfully,, 44 z?h4 c4 Stephen Charles Fire Chief AN EQUAL OPPORTUNITY EMPLOYER Fri 1997 UNIFORM FIRE CODE APPENDIX III-A 13 Division III FIRE PROTECTION • APPENDIX III-A FIRE-FLOW REQUIREMENTS FOR BUILDINGS (See UFC Section 903.3) SECTION 1 -SCOPE 4.2 Area Separation. Portions of buildings which are separated ac- The procedure determining fire-flow requirements for buildings by one or more four-hour area separation walls constructed in or portions of buildings hereafter constructed shall be in accord- cord ance iwnch(762th mm)parapet,Code,without openings and provided ance with Appendix III-A.Appendix III-A does not apply to struc- with a 30-inch areas. mm) are allowed to be considered as cores other than buildings. separate fire areas. 4.3 Type I and Type II-ER. Construction. The fire area of SECTION 2—DEFINITIONS buildings constructed of Type I and Type II-ER.construction shall be the area of the three largest successive floors. For the purpose of Appendix III-A,certain terms are defined as follows: FIRE AREA is the floor area,in square feet,used to determine SECTION 5-FIRE-FLOW REQUIREMENTS FOR the required fire flow. BUILDINGS FIRE FLOW is the flow rate of a water supply,measured at 20 psi(137.9 kPa)residual pressure,that is available for firefighting. 5.1 One-and Two-Family Dwellings. The minimum fire flow and flow duration requirements for one-and two-family dwellings SECTION 3—MODIFICATIONS having a fire area which does not exceed 3,600 square feet(344.5 m2)shall be 1,000 gallons per minute(3785.4 L/min.).Fire flow 3.1 Decreases. Fire-flow requirements may be modified down- and flow duration for dwellings having a fire area in excess of ward by the chief for isolated buildings or a group of buildings in 3,600 square feet(344.5 m2)shall not be less than that specified in r-ural areas or small communities where the development of full Table A-III-A-1. Sire-flow requirements is impractical. q p EXCEPTION: A reduction in required fire flow of 50 percent,as 3.2 Increases. Fire flow may be modified upward by the chief approved,is allowed when the building is provided with an approved automatic sprinkler system. where conditions indicate an unusual susceptibility to group fires or conflagrations.An upward modification shall not be more than 5.2 Buildings other than One- and Two-Family Dwell- twice that required for the building under consideration. ings. The minimum fire flow and flow duration for buildings oth- er than one- and two-family dwellings shall be as specified in SECTION 4—FIRE AREA Table A-III-A-1. EXCEPTION: A reduction in required fire flow of up to 75 per- 4.1 General. The fire area shall be the total floor area of all floor cent,as approved,is allowed when the building is provided with an ap- levels within the exterior walls,and under the horizontal projec- proved automatic sprinkler system.The resulting fire flow shall not be tions of the roof of a building, except as modified in Section 4. less than 1,500 gallons per minute(5677.5 LJmin.). • 1-301 APPENDIX III-A 1997 UNIFORM FIRE CODE • I TABLE A-III-A-I-MINIMUM REQUIRED FIRE FLOW AND FLOW DURATION FOR BUILDINGS �•�"'� • FIRE AREA(square feet) FIRE FLOW x 0.0929 for ma (gallons oar Yp P minute? FLOW Type -R.I TIP'e II One-MJI TV-OneVNRJ. TIII NtN Type V-NI x 3385 3Jmin tot DURATION (hours) 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 I ; 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 I i : 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 2 w I 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 �'.I 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 3 i1 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 �I 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 11 164,201-183,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 U • 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 IIj 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 9 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 �d I . 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 4 Ai 115,801-125,500 83,701-90,600 51,501-55,700 6,250 i „ Iii1 125,501-135,500 90,601-97,900 55,701-60,200 6,500 li " " 135,501-145,800 97,901-106,800 60,201-64,800 6,750 :'l " " 145,801-156,700 106,801413,200 64,801-69,600 7,000 ij' " 156,701-167,900 113,201-121,300 69,601-74,600 7,250 .. �,i 'h, 167,901-179,400 121,301-129,600 74,601-79,800 7,500 i��. f. 179,401-191,400 129,601-138,300 79,801-85,100 7,750 191,401-Greater 128,301-Greater 85,101-Greater 8,000 .., 'Types of construction are based upon the Building Code. - , I 2Measured at 20 psi(137.9 kPa).See Appendix III-A,Section 2. 1r 4 I, is Ili iii-'%I '') Ii fill Ii Ili 'ill I I'd I iI 4 i�I I: I It 1 1 I 1 •' 11 • • 1-302 Hello