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Home My WebLink About20083255.tiff SITE SPEC. DEVELOPMENT PLAN AND UOBY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: • RECEIPT#/AMOUNT# /$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number A_ 4 - 3 j-f Q t L-1a g-2_ (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us.) fir ,Lot A Rs- a'tznr RE.-42fl Legal Description T ► ME4 31-1^ NpJ4 32-\-a,Section Ate,Township in North, Range j�West 4 Flood Plain: NJA Zone District: AG , Total Acreage: ,9g , Overlay District: )4A Geological Hazard: 14/A, ,Airport Overlay District: Nix FEE OWNER(S)OF THE PROPERTY: Name: ReST(3b3'La -'Si. Pots.,l )c Work Phone# falo°I-9415 -Home Phone#( 2u)(Q85 aoo Email Address: 12°l 8 CO �4 Address: City/State/Zip Code BRztaW1bM j C C ' NroO Name: Work Phone# Home Phone# Email Address: Address: City/State/Zip Code • Name: Email Work Phone# Home Phone# Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name: V. A%Eta- Work Phone# A 1S Home Phone#('$)1o%5-O(a. Email �- Address: 129 CR Address: City/State/Zip Code gexttTbM) C.C) $C20().5 PROPOSED USE: {) \ rr _ _ s SSDg pct �u4Ptu.S p-kcR ?z}>\S I £ teikruE- tf. wo& SAS As t.. TP-A LE€S A \ To V,se. f1\\ c_yrscrstatw S On -MC- I(We)hereby depose and state under penalties of perjury that all statements,proposals,and/or plans submitted Ns 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. • Q 3-3►—oR Signatur 4 er or t rized Agent Date Signature: Owner or Authorized Agent Date 5-Z0-O% EXHIBIT 2008-3255 3 -6- A & H ROOFING, LLC 12988 C.R. #4 BBB • Brighton, CO 80603 —�- (303) 659-8088 Off (303) 659-1254 Fax Member www.ahroofinq.com August 8, 2008 Michelle Martin 4209 CR 24.5 Longmont, CO 80504 Michelle, Here is the letter that you requested confirming the appointment change to November 18, 2008. This date will not be changed unless there is a personal medical emergency that would be beyond my control. Thank You! Sincerely, 1/41# D 0 Mike Aberle • President • A & H ROOFING, LLC BBB 12988 C.R. #4 BBB IIBrighton, CO 80603 -T- (303) 659-8088 Off (303) 659-1254 Fax Member www.ahroofinq.com weld Co SOUTH,. leonine Ae July 24, 2008 EST suirePG menf JOI z Michelle Martin, Planning Services e9 2008 E 4290 County Road 24.5 ,` C�'1 Longmont, CO 80504 ED Michelle, Here is the letter that you requested addressing my request to change the hearing date to November. As I mentioned on the phone I have a conference with The Colorado Roofers Association, as well as a Table Top Trade Show during the same time as our previous appointment. These other prior engagements are very important to the success of my business, otherwise if I could miss them I would. If you have any other questions or concerns please call. Thank You! Siinc/ereelly,, 4Q 1" L • Mike Aberle • • • Page l of l Michelle Martin • From: mike aberle[mikevaberle@yahoo.com] Sent: Monday, June 02, 2008 5:32 PM To: Michelle Martin Subject: USR- New Plan acceptance Michelle, This is my letter in writing that I would like to go with the new plan for the USR process. If you have any questions or concerns please call. Thank You! Mike Aberle • 06/03/2008 S • SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE 1. Explain,in detail,the proposed use of the property: The proposed use for the property is for storage of work vehicles,trailers, equipment,supplies(flashing%metal edging,nails),&surplus materials from previous jobs(to be used on future jobs). As well as to have a personal office in the existing shop. There is an existing separation wall in the shop that I think the previous owner used for a clean room for working on auto engines,that I. will use for the office.The property is to be used as a staging location for myself and Subcontractors to pick up the above mentioned stored items to use on jobs and to pick up work orders if they do not have fax or email available. There would be up to 7-vehicles to enter and exit on a daily basis. All of this I intend to utilize the existing improvements on the property without building any new structures. • 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22(Comprehensive Plan): Section 23-2-220.A.1—The proposed use is consistent with Chapter 22 and any Other applicable code provisions or ordinance in effect. Section 22-2-60 D.A.Goal 4.of the Weld County Code states: "Conversion of agricultural land to nonurban residential,commercial and industrial uses will be accommodated when the subject site is in an area that can support such development. Such development shall attempt to be compatible with the region. The parcel is 5 acres in size with existing improvements. A condition of approval requiring the roofing contractor trucks and associated equipment to be parked on site and be completely screened from adjacent properties and public right-of- ways is attached. The proposed screened fence area denotes the boundary for the USR in question,which is only about I acre of the total 5 acre parcel. • • • • 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (zoning)and the zone district in which it is located.: The proposed use is consistent with the intent of the A(Agricultural)Zone district Section 23-3-40.R of the Weld County Code which states"Any use permitted as a Use by Right,an ACCESSORY USE,or a Use by Special Review in the COMMERCIAL or industrial zone districts,provided that the property is not a lot in an approved or recorded subdivision plat or lots parts of a map or plan filed prior to adoption of any regulations controlling subdivisions. PUD development proposals shall not be permitted to use the special review permit process to develop." The proposed use is approximately 1 acre of the total 5acre parcel. This is denoted by the proposed screened fence attached. Within this area is where the proposed vehicle,trailer,equipment,material storage,&personal office in shop is located. All of the above items for USR review if removed would show no evidence of a commercial business,and the property would be the same as it has been in the past • 4. What types of uses surround the site? Explain how the proposed use is consistent and Compatible with surrounding land uses.: North of the property is a commercial greenhouse,my property is a single family residence with outbuildings. By virtue of the roofing company present on site my parcel would be considered partially a commercial enterprise. The property is also adjacent to the Union Pacific Railroad main line north-south track. P.optaties adjacent to rail corridors are historically magnets for commercial and industrial development • • • • 5 a. Number of people who will use the site?: The people who will use the site are Myself&Subcontractors. The amount of subcontractors varies as they are subcontractors&do not work exclusively for me. My work is fairly seasonal and my peak season is during the warmer months&my slow season is winter. I currently have five roofing subcontractors, two gutter contractors,one siding contractor,and two trim carpentry subcontractors. So with myself included there are 11 people that will use the site. This is not on a consistent bases since subcontractors work only part time for me, and less in the winter months,and do not come to the site every day. b. Number of employees proposed to be employed at this site? I am the owner and the only person to be employed at the site. c. Hours of operation: Hours of operation are from 7:00am-6:00pm Monday thru Friday and Occasionally on Saturdays(10-15 times per year)from 7:00am-12:00pm. • d. Type and number of structures to be erected(built)on this site.: There is nothing to be built on the site. I propose to utilize the existing structures. e. Type and number of animals,if any,to be on this site.: There are no animals to be on this site. f. Kind of vehicles(type,size,weight)that will access this site and how often. Roofing company vehicles consist of%ton, 1-ton pickups(approx.weight 7,0001bs),four wheelers,flatbed trailers(20&25ft),and dump trailers( 12,000 & 14,000 gross weigh capacity). All trailers are pulled with pickup trucks. Along with 3-dump trucks,a Petetbilt,Ford,and a International. These are 22,0001b dump trucks. Delivery vehicles that access the site are step vans for UPS deliveries,a short bed semi-tractor trailer for pallets of nails,&tin fleshings. The total number of vehicles to access the site on a daily bases will be up to 7. g. Who will provide fire protection to the site? Brighton Fire Protection District will serve this site. • • h. Water source on the property(both domestic and irrigation) The water source is a well: Permit#241019 re-drilled in 2002. The proposed USR does not have any use for water consumption. Bottled water will be available for contractors who infrequently access the property. Applicant does not intend to re-classify the well. i. Sewage disposal system on the property(existing and proposed) The sewage disposal system is a septic system: Permit#131 according to the Weld County Health Department. The USR does not have any use for the Septic system. If the need arises contractors will have access to the house facilities. 1000 gallon septic was installed in 1976 and was last serviced in March of 2008. j. If storage or warehousing is proposed,what type of items will be stored.: Items to be stored: Surplus roofing supplies to be used on future jobs, metal flashings,nails,equipment(ladders,compressors, generators,etc.), along with%ton&1-ton pick-ups, dump • trucks,trailers,and a 40ft lift that is left stored on a flatbed trailer.Surplus roofing supplies,flashings,and nails are to be stored in the existing shop&under the overhang attached to the South side of the shop and outside on the ground on the south side of the shop. Equipment to be stored in one of the existing outbuildings on the property. Pick-ups,dump trucks,trailers,&40ft lift will be stored outside along the West side of the shop. 6. Explain the proposed landscape for the site. The landscaping shall be separately Separately submitted as a landscape plan map as part of the application process: Existing property landscape is in place with no other improvements required, aside from fencing of outdoor storage of materials&equipment. There is currently outdoor security lighting attached to the shop at the East&West sides,there is a yard light centrally located between structures on the property, as well as lighting on the house(all of which are down casting lights). • • • • 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Not applicable—I am utilizing all existing improvements&am not altering any of the dynamics of the property. 8. Explain how the storm water drainage will be handled on the site. The drainage on the property will not change. Storm water soaks into the existing soil&has not visually drained in the years I have owned the property. Existing property appears to drain to the north&runs west along the bar ditch along the south side of CR 4. According to soil reports and topographic maps the property has a 0-1ft slope over the entire property draining to the north,which indicates that it is relatively flat. Also see attached drainage plan. • 9. Explain how long it will take to construct this site and when construction and Landscaping is scheduled to begin: Not Applicable—I am utilizing all existing improvements. 10. Explain where storage and/or stockpile of wastes will occur on this site: No permanent disposal of wastes shall be permitted at this site. Waste materials shall be handled, and stored in the 12 & 14ft dump trailers stored on site, and disposed of correctly at a local landfill or recycling locations. • • Weld County Use By Special Review(USR) and Site Plan Review (SPR) PRELIMINARY Drainage Report for Parcel#: 147131000098, Michael V Aberle Prepared by Mr. Stephen J Schreck M.S Environmental Science and Engineering - consulting hydrologist specializing in agricultural and oil and gas property development. The requirement for this report to be stamped, signed and dated by registered P.E licensed to practice in the State of Colorado was waiver by the Mr. Don Dunker with the Weld County Dept.of Public Works during a phone call with the applicant on 3/29/2008. I. General Location and Description A. Location 1. Township, Range, Section, 14-Section. T1N-R66W Section 31 NE 114&Section 32 NW 1/4 2. Local streets within and adjacent to the development. The parcel is accessed from the north by County Road 4 3. Major open channels, lakes, streams, irrigation and other water resource facilities within and adjacent to proposed project site. The Fulton ditch runs 200'east of the parcel boundary 4. Names of surrounding developments including jurisdiction(municipalities). N/A B. Description of Property • 1.Area in acres. Parcel total-5 acres,area for USR=1 acre 2 Ground cover and soil types. Within USR-Gravel Driveway or building 75%,Sparse grass 25% 3. Major open channels and ownership. N/A 4. General project description. Change of use for existing buildings and developments on parcel. 1 acre area for USR was formally used as a hog raising facility and is proposed for use for the storage of work vehicles,trailers,equipment,supplies and surplus materials associated with residential and small commercial roofing. One building will be partially used as a part-time office for the owner. 5. Irrigation facilities and ownership information within 200 R of property. The Fulton ditch is located just under 200'to the east of the property line. This canal is owned by the Fulton Ditch Company. 6. Groundwater characteristics(where applicable). N/A II. Drainage Basins and Sub-Basins A. Major Basin Description 1. Reference to Weld County Master Drainage Plan(s) where applicable. N/A 2. Major basin drainage characteristics. Regionally this area drains west to the Platte River. 3. Identification of all FEMA-defined 100-year floodplains and floodways affecting the property. • 1 of 7 4/4/2008 PRELIMINARY Drainage Report for Parcel#: 147131000098, Michael V Aberle Property is in Zone C and outside of 100-year floodplain based on the FEMA FIRM available at www.fema.nov 4. On-site contours at minimum 2-ft vertical intervals. The parcel and USR area is flat and there is less than a 2-ft elevation change across the USR. There is less than a 1%slope on all of the USR. B. Sub-Basin Description 1. Historic drainage patterns on the subject property and adjacent properties. See attached Figure 1,The USR area Is properly drained to allow for runoff to be conveyed away from the buildings and structures. The east 50 feet of the USR area drains to the east across the gravel drive area and on the adjacent property which is an undeveloped parcel. The west 150 feet of the USR area drains to the south and west to small depression(-8")in the SW corner of the proposed fenced area. 2. Off-site drainage flow pattems and impacts on the subject property(minimum 200 ft outside properly boundary,or until no further off-site contributing flow area is encountered). The property to the east is a low lying area which acts to collect runoff from the adjacent irrigated lands. Attached are two photos showing this area. The property to the west is also farmland which drains generally toward the ditch to the south. II. Drainage Design Criteria A. Development Criteria Reference and Constraints 1.Discussion of previous drainage studies(Le.project master plans)for the subject property that influence or am influenced by the proposed drainage design for the site. There are not previous drainage studies for the property. The USR area was formerly used as a hog raising facility. There will be no changes to structures due to the proposed change of use for the USR area. • 2. Discussion of site constraints such as slopes, streets, utilities, existing structures, irrigation ditches,and the site plan impacts on the proposed drainage plan. The design is constrained by the property line which runs through the gravel driveway area on the east side of the USR, This driveway provides access for both landowners. Severely constrains the design options since runoff can not be controlled without regarding the adjacent property. Since the potential for damage from runoff for the subject property on the adjacent property is very small there was not attempt made to provide a more complex design which would allow for control fo runoff across this property line. B. Hydrological Criteria 1. Identify design rainfall(source of design storm depth information, NOAA Atlas, UD&FCD maps, A precipitation event of 2.25"over 6 hours and 1.6"over one hour was used for this design. This was found in chapter 4 of the DCM(see below). This is greater intensity that the 10-yr 24-hr event found in the NOAA atlas of 3.0" 2. Identify design storm recurrence intervals. Since there is no new development associated with this USR application an intensity greater than the 10-yr 24-hr storm event was used. 3. Identify runoff calculation method(s)and any computer models. The rational method was used to calculate runoff. Tables used to make these calculations were obtained from the Drainage Criteria Manual(DCM)at hfto://www.udfcd.oroldownloads/down critmanual.htm The Rational Method is based on the Rational Formula: • 2of7 4/4/2008 PRELIMINARY Drainage Report for Parcel#: 147131000098, Michael V Aberle . Q= CIA in which: Q=the maximum rate of runoff(cfs) C=a runoff coefficient that is the ratio between the runoff volume from an area and the average rate of rainfall depth over a given duration for that area I=average intensity of rainfall in inches per hour for a duration equal to the time of concentration, to A=area(acres)(1 acre was used for the proposed USR area) In order to calculate C the percentage of each land use within the USR was calculated. 15%of the area is roof or concrete associated with existing structures.The rest was assumed to be gravel driveway. Using table RO-3 from the DCM this gives a weighted percentage imperviousness of 48%. Using Table RO-5 for a 10-yr 24-hr storm event and a type B NRCS hydrologic soil group(see soil survey Information in USR application)the value for C is given as 0.44. The rainfall intensity for the area within the District can be approximated by the equation: I = , 28.5 Pi (10 = T r786 in which: • /=rainfall intensity(inches per hour) P =1-hour point rainfall depth(inches) T =time of concentration(minutes) P1 is given at 1.6"from Figure RA-3 from the DCM. tr � I8010 in which: tc=maximum time of concentration at the first design point in an urban watershed (minutes) L=waterway length(ft) The longest waterway is 178'. T is calculated as 11 minutes. e I is calculated at 4.17 in/hr Q is then calculated to be 1.83 cfs. 4. Identify detention discharge and storage calculation methods and computer models. T6 determine what volume of a storage basin might be necessary the Graphical Storage Method was used. This method is best described at. http://water.me.vccsadu/math/graphsm.htm • 3of7 4/4/2008 PRELIMINARY Drainage Report for Parcel It 147131000098, Michael V Merle • Since the property that is proposed for the USR is already in a developed state(under use by right by the previous owner as a hog raising facility) it Is not possible to compare the pre and post development runoff scenarios to establish a design criteria for a detention basin to mitigate the potential damage from runoff from the property. In order to meet the requirements set forth by the county for this plan an estimate was based using assumptions which did not fit the facts of the property. It is assumed for the purposes of this drainage plan that the property was a 1000 sqlft single family home on five acres of land(25%Impervious area). This would yield a C of 0.30 and a resultant peak flow rate(using the method above)of 1.25 cfs. This yields a ratio of pm and post flow of 0.68. Looking up this ration on the type 11,111 curve yields and VsNr of 0.14. Vr is the depth of runoff post development which was found above to be 1.6". Solving for Vs yields 0.224. Converting to acre-feet yields 0.019 acre-ft for this watershed. This volume can be provided by a basin 28'x 28'and 1 foot deep. This is approximately the size of the existing depression in the SW corner of the property. C. Hydraulic Criteria 1. Identify conveyance capacities from County references and any computer models. WA 2. Identify conceptual detention outlet type. N/A 3. Identify conceptual water quality outlet configuration. N/A 4. Discussion and justification of criteria or calculation methods(for water quality, check dams, • drop structures, rundowns, etc.)used that are not presented in Weld County CODE. N/A IV. Drainage Facility Design A. General Concept 1. Discussion of concept and typical on-site drainage patterns. See above and figure 2. Discussion of compliance with off-site runoff considerations and constraints. Complies with current off-ite runoff considerations. 3. Discussion of the content of all tables, charts, figures, or drawings in the report. One figure and two photos are included with this document. 4. Discussion of anticipated hydraulic structures(channels,pipes,rundowns,etc.). No new structures are planned within the USR. B. Specific Details 1. Discussion of maintenance access and aspects of the design. The existing depression in the SW corner of the property will need to be monitored and if there is a large event or is land use outside the USR area changes then this structure will need to be improved upon and a swale constructed from the shop area to the existing detention area. If the property to the east were to be developed and regarded there may need to be a change made to how water is drained from the gravel driveway area. 2. Provide copies of Draft CDPHE, CAFO, DRMS, or State Engineer's permit applications where applicable. There are not applicable application to any other Federal,State or local agency. • 4of7 4/4/2008 PRELIMINARY Drainage Report for Parcel N: 147131000098, Michael V Aberle • V. Conclusions A. Compliance with the Weld County CODE 1. Statement of whether or not the preliminary design will meet Weld County Code. As understood this design will comply with Weld County Code. B. Drainage concept 1. Effectiveness of drainage design to control damage from storm runoff. Based on Interviews with the past property owner,the land use of adjacent property and evidence of runoff patterns the design of the property currently has proven to be effective to drain runoff from the design storm. 2. Influence of proposed development on any applicable Weld County Master Drainage Plan recommendations. It is not thought that the proposed development will influence the Weld County MDP. 3. Identification of and intent to obtain written approval of affected irrigation company or other property owner(s). Weld County may require that the applicant provide evidence that offsite impacted jurisdictions have been notified of the proposed plans. Not attempted beyond verbal discussions between property owner and adjacent landowner. 4. Reference all criteria and technical resources utilized. Referenced where used. VI.Appendices A. Hydrologic Computations 1. Land use assumptions regarding adjacent properties. • N/A 2. Initial and major storm runoff computations at specific design points. Included in plan 3. Historic and fully developed runoff computations at specific design points. Included in plan 4. Computer model input and output. N/A B. Hydraulic Computations 1. Preliminary culvert sizing. N/A 2. Preliminary storm inlet sizing. N/A 3. Preliminary swale or channel sizing. N/A beyond existing. 4. Preliminary riprap or other revetment design. N/A 5. Preliminary pond area/volume capacity and outlet sizing. See above 6.Any computer model input and output. N/A • 5of7 414108 ELIMINARY Drainage Report for a • Parcel U: 147131000090, Michael V Aberle III FIGURE 1. County Road 4 187.10' 7 EXISTING ACCESS � PT PT 1B Js JBB .1 Facility layout subject ST LE 'B\_ - • - - j To change refer to final ST LE ST 1 . . . . application for layout ST LE I- • - • I ST LE • . - ST LE LE '. . • ' ' I ST LE I. ST JB ST IB� r2 FI•IMAM ST JB , I ST HOUSE ST - • ST IB IB \. - . SB ST ST SB ` V GV 4 I RB QREfAL SHED SHED I sCt METAL `. GRAIN �J N BIN ' . a k. x xs it • STORAGE SHED 1°° °0,4 \ • es! X ��ee�i fr •T/ : : : . Hj _nz ill X F r O E (" • 3 SHOP i • •13 I" - / ° - : l X • • LEAN-TO r x c SPORAGEGFFIASMUS • • X ' - MEGUAIDC0NOaktIMIS..............e.....y. ..I cd X `, sroxnc� n / ' )' X O D 33 >. Ir x x x x x x x i< a a PROPOSED PENCE a O TICINO PROPOSED TO BE 6rT. / , C7 METAL ANEL(EARTTODNE COLOR) 2 A FENCING DENOTES OF USR BOUNDARY - • 6oil • ID 4/4/2008 PRELIMINARY Drainage Report for Parcel #: 147131000098, Michael V Aberle • Photo 1 showing land use of property to east of USR area. AiID ti N'S •` - -s. r - - .-ef J' J ___ T—. .ti kin." • Jr - - . - it ••_- . .. % ti r,• .,� .t h . . �2,l'aj ,_..tea v • ♦ sit • �, ... ..• •v_ yyy t 1 }?-di n. ' •� .t fl' .:*Z.....• a a qt4. t. a :-�K+ - % •L l •t TI. • t '4:. TM l: .•A� • �'reaj. -. s .tiT. •1• Y iY. •--.% . t�_ '1. ' %;"- . t-\ •ei •. •I. �•'F • _.�vu •.Y.. ri: • 4. 1 11--'4% _ s'�. . Photo 2 showing land us of property to east of USR area. Stake approximates property line. „` - _ „J :rArrow • Ns .sect ' tom:.. ,.._ ra • a's-4. . .0 • • i — — -- - `� • . i_. • 7of7 • . Page 1 of 1 UNION PACIFIC Union Pacific Railroad Company ( ( I I BUILDING AMERICA' Bill Number 932577 Audit Number 145812 Customer Number 84388 Folder Number 0012839 ABERLE. HMI Bill Date 10/08/2007 18988 NCR 4 Date Processed 10/05/2007 Date Printed 10/08/2007 BRIG Gtl 80601 Please address inquires regarding the payment status of this bill to Joe Collins at(402) 544-0211, or you may fax information to(402)501-0027. Direct all other questions concerning this agreement or bill to the Real Estate manager shown below: Bill Description: Location of Agreement BRIGHTON, co Manager Rod Peterson (402) 544-8644 Primary Purpose of Agreement Lease of Land for Agricultural Purposes ESIZEICE:S11/0 1/2007 10/31/2008 $54.00 Payable upon Receipt Total Due: $54.00 • • • S FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: • Business Name: Art H Rte,u�.- Phone: (3(3) ID 59- 8088 Address: 1 2,Wg 4 City,ST,Zip: El bwm 4 CC) $NoQj Business Owner: l" r_r_,LVAEL._ V . QBE Phone: (30.3 WA-9 415 Home Address: 2°%$ C. City,ST,Zip: BRs6WT A CQ %_6(D a3 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE MLCA. V. Business Hours: -4 c OC 4}M— 10.•_00 OA, Days: Meo►oay Type of Alarm: None Burglar Holdup Fire Silent (Audible Name and address of Alarm Company: u/A Location of Safe: ra+aa+++rxaxxarx++x+a+r#a++aa#+##+xx#+aaxx x++xrrx#xa aaxxxxxwxxaa#axx • MISCELLANEOUS INFORMATION: Number of entry/exit} lei doors in KW building: Location(s): kygs F_ M 1 F yir AT bJ .1I 1 PiT N E FAD 1 AT Is alcohol stored in building? N Q Location(s): '7A Are drugs stored in building? KO Location(s): I /A Are weapons stored in building? NO Location(s): N/A The following programs are offered as a public service of the Weld County Sheriff's Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: L.n R_\ --r.J ( Trk ENsr oc E�.3 Gas Shut Off: W Esv bS• Tom_ \E (6C"1/4-- S=u�--Wr - - .$4k.1t.bopQ_\ Exterior Water Shutoff: 1AE\\ or W. _ r & A,. Ceem.kliti4E,I CCZfirl elerucla Interior WaterShutoff:Shutoff: 1 z i.rr6W. irst, 9,14.QL Ca -12- Hello