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Home My WebLink About20113285 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL • REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# I$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 4:7 2 _j_ - 3_"Z. - b - Oe7 - O j /9 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or wwv co weld co us Legal Description Z0/'.440/ RF-Y'- , Section 3-Z:Township// North, Range West Zone District: A Total Acreage: ..S7 Flood Plain: /v' , Geological Hazard: AA. , Airport Overlay District: A/ FEE OWNER(S)OF THE PROPERTY: Name:,1#w '474 ...sri Z~Ja c. -S-�' wr., )L Work Phone#3 eX-`?3V ori3OT Home Phone# Email=1W'-h ¢6),0QWW,/.r S:""►ht.caws Address: , ,7g g Address: Are).-zi-Z f 10.1, �P j 006 a/ City/State/Zip Code 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 PROPO E USE: \A4 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 .- included with the application. If a corporation is the fee owner, notarized evidence must be included in c, ing that the signatory has to al authority to sign for the corporation. Sig . ure: Owner or Authorized Agent ate Signature: Owner or Authorized Agent Date 411 EXHIBIT 2011-3285 USkil-OotU • filinWater service, inc A Complete Energy Services Company Tuesday, August 16, 2011 Weld County Planning Department 918 10th Street, Greeley CO 80631 Reference: Letter of Authority To Whom it may concern: A&W Water Service Inc. hereby gives legal authority to Jeffrey Wright to sign for the corporation in regards to our Grover property USR application. The legal description is: Lot A and B of RE-4158 being part of SW4 of Section 32, Ti 1N, R61 W. Gary W(Wright President, A&W Water Service Inc. Date L C�{tr L1( id+,%te••••••••.% tar I • Date QfP' .. ••i plc or co PO Box 887 Fort Lupton, CO 80621 303-659-6523 303-857-0637(fax) • a ter service, inc A Complete Energy Services Company Tuesday, August 16, 2011 Weld County Planning Department 918 10th Street, Greeley CO 80631 Reference: Letter of Authority To Whom it may concern: A&W Water Service Inc. hereby gives legal authority to Linn Leeburg to sign the Affidavit of Interested Land Owners on behalf of the corporation in regards to our Grover property USR application. The legal description is: Lot A and B of RE-4158 being part of SW4 of Section 32, T11N, R61 W. Gary W. Wright President, A&W Water Service Inc. r/�/1 Date/ / ( r2ct v� \ Public Qro s e °:/-7 �0 „t Date ICo • PO Box 887 Fort Lupton, CO 80621 303-659-6523 303-857-0637(fax) S. Mr. Tom Parko Planning Manager Weld County Department of Planning Services 1555 North 17th Avenue Greeley,CO 80034 Email: tparko@co.weld.co.us Dear Mr. Parko: Regarding A& W Water Service,Inc.'s proposed Use By Special Review(USR) USR 11-0014. we have looked at the Proposed Project Map and have no problems with its approval at present, nor with early installation of the facilities by A&W. Sincerely, /0/5/1 I cc: A&W Water Service, Inc Mr. Jeff Wright P. O. Box 887 Fort Lupton,CO 80621 Email: jv,Tight@awwaterservice.com II Mr. Tom Parko >0- --1/�� Planning Manager y �� ✓� Weld County Department of Planning Services 1555 North 17th Avenue Greeley,CO 80034 Email: tparko@co.weld.co.us Dear Mr. Parko: Regarding A&W Water Service, Inc.'s proposed Use By Special Review(USR)USR 11-0014, we have looked at the Proposed Project Map and have no problems with its approval at present, nor with early installation of the facilities by A & W. Sincerely, IN �� %r:e yx.•�A�e aC. /I' '4'7 cc: A& W Water Service,Inc Mr. Jeff Wright P. O. Box 887 Fort Lupton,CO 80621 Email: jwright@awwaterservice.com M SO- - _ _ Mr. Tom Parke Planning Manager Weld County Department of Planning Services 1555 North 17th Avenue Greeley, CO 80034 inEmail: tparko@co.weld.co.us Dear Mr. Parko: Regarding A & W Water Service, Inc.'s proposed Use By Special Review (USR) USR 11-0014., we have looked at the Proposed Project Map and have no problems with its approval at present, nor with early installation of the facilities by A & W. Sincerely, cc: ' A & W Water Service, Inc Mr. Jeff Wright P. O. Box 887 Fort Lupton, CO 80621 Email: jwright@awwaterservice.com e� cfi- z 6 { Jed. ii/L e VVater �rlZ �� ` Service, lilt; (21 v S A Complete Energy Services Company Cc iJDcA II /7/j Uf! Q 1 3 c hE r'.; a t.J/ e �y October 26,2011 Mr. Trevor Jirecek - (Email — tjirecek@co.weld.co.us) Mr. Frank Piacentino - (Email — fpiacentino@co.weld.co.us) Plans Examiner Department of Planning & Building Inspection Weld County Greeley, CO Dear Sirs: This Building Permit Application is tendered as a preface to USR 11-0014. Said Permit is required as a part of an early release of water tank installation per discussion with Mr. Jirecek. Application is made for new water tanks. All tanks are raised, with integral skids and do not sit directly on grade, thereby making them visible for leakage inspection. Soils are capable of supporting their weight. (See attached letter from CES Consultants, LLC dated October 17, 2011). No grading is required. No electrical work is required except to the well. The electric to the well will be performed by Ries Electric and he has already applied for the permit. Permit is awaiting approval. All plumbing connections are flexible, "fire hose"type. Attached herewith are: • • The Building Permit Application • Letters of support and/or comment from nearby neighbors including: Betty Berg Shable Land Tom Trostel Town of Grover No letter will be provided by Fred Marick who has chosen not to comment. His contact info is: 970-895-2266 • Draft of Weld County Letter of Intent PO Box 887 Fort Lupton, CO 80621 303-659-6523 303-857-0637(fax) Early release is being requested in order to minimize traffic impacts and recognizes processing delays attendant with resubmittal of certain USR materials due to the pending acquisition of Lot B by Weld County. A & W Water Service, Inc. respectfully requests processing and release of the Building Permit. We realize this action represents some risk on our part in that the USR might not be approved and/or might be modified in the course of approval by Weld County. Thank you for your prompt consideration and response. I may be reached at 303-434- 6989 or email—jwright@i)awwaterservice.com. Sincerely, ' • Jeff Wright Enclosure cc: Mr. Linn Leeburg, Leeburg& Associates - (Email— vleeburg@comcast.net) Mr. Tom Parko, Weld County - (Email- tparko@co.weld.co.us) Ms. Michelle Martin, Weld County- (Email— mmartin@co.weld.co.us) ell Mr. Kurt Rollin, CES Consultants, LLC—(Email - kurt@cesconsultantsllc.com) Ms. Carrie da Silva, CES Consultants, LLC —(Email - carrie@cesconsultantsllc.com) a PO Box 887 Fort Lupton, CO 80621 303-659-6523 303-857-0637(fax) SO ® COMMERCIAL BUILDING PERMIT APPLICATION � DEPARTMENT OF PLANNING SERVICES NS BUILDING INSPECTION DIVISION 1555 N 17"AVENUE,GREELEY,CU 80631 (070)353-6100 X3540 PROPERTY OWNER /41A IV/ /i44'" .s'•/^t-'',''`'✓ `r1-T`.'' PHONE 3 0 2=y'34 a�`y MAILING ADDRESS io j( ,g 8 I /r'— 2 t�y/-a''- L-- ee9 6'<7'.i ADDRESS CITY / dTATW TIP- SITE ADDRESS__ ;/✓3 IT) DISTANCES FROM L9T LINES -i- IEGAI.DESCRIPTION - ' A SEC T2-• T /1 N. R N.'/ W N S2/(21 E ____W�3t__/ OR SUBDIVISION /Q/l Y/-c£� LOT BLOCK TOTAL LAND AREA ≤' 2-9 .S :-t' a re.S `APPLICANT NAME? MAIL IN_G Ap_ORESS,CITY,STATE,2I�_ PHONE f-,E Pr'lid E 0 FjswiL.Oiin A.-r �'r d r, CG �— __.S 3-. _ L C:^ e3 7 1 L 430'`/ ��{� > eft GENERAI.CONTRACTOR MAILING ADDRESS.CITY,STATE 7.1P _.— PHONE_-__— MECHANICAL CONTRACTOR MAILING ADDRESS,CITY,STATE,21P PHONE -_ ELECTRICAL.CONTRACTOR - MAILING ADDRESS,CITY,STATE,ZIP LICENSE N PHONE • /✓A - ________I PLUMBING CONTRACTOR MAILING ADDRESS.CITY,STATE,ZIP LICENSE# PHONE • _ I DESIGN PrOFESSIONAL OF RECORD MAILING ADDRESS,CITY,STATE,ZIP -_ LICENSE II PHONE ESGo, A'� 'r,/S/�' lC riz So ,�t,/571J 2'/ 2 479,0 _373 ' e I i 4.0 '- I<-o. I3A.i 3/y TYPE OF FOUNDATION PURPOSE OF PERMIT TYPE OF CONSTRUCTION Lt NEW BUILDING ❑TYPE IA NONCOMBUSTIBLE CONST PROTECTED r;BASEMENT "'ADDITION 4747YPE ID NONCOMBUSTIBLE CONST UNPROTECTED c FINISHED SF. ,REMODEL _.TYPE IIA i IRE RESISTIVE CONST PROTECTED a UNFINISHED SF: --___ a REPAIR/REPLACEMENT c TYPE NB FIRE RESISTIVE CONST UNPROTECTED ;u CRAWLSPACF SF a CHANGE OF USE n TYPE NIA METAL FRAME PROTECTED 1 GSLAB S��S !Voile, /sr•k3 c......1c TYPE 1IIB METAL FRAME UNPROTECTED o TYPE VA WOOD FRAME PROTECTED : d h 1,-.4 ete. rH I el red/4-,ic Cl TYPE VB WOOD FRAME UNPROTECTED le FIRE SPRINKLER YES 44O FIRE DISTRICT APPROVAL./,/�Y.ES c NO COMMERICAL CHECKLIST COMPLETE L YES N4-10 NC INCLUDED YES�NO CODE ANAYSIs DATA SHEET o YES 1{;10 LAND USE CASE# L./5/E1 ti'--va/71 IS THE PROPERTY VACANT?)<YES u NO IF YES,HOW LONG?- r-e iie r HOW MANY HOUSES ARE OKI THE PROPERTY AND WHAT IS THEIR PRESENT USE?_ A e '� __ HOW MANY MOBILE HOMES ARE ON THE PROPERTY AT THE PRESENT TASTE? ! HEIGHT OF BUILDING +T OF STORIES PLUMBING FIXTURES. WATER CLOSETS-TOILET(N) MALE FEMALE LAVATORIES-SINK(U) MALE FEMALE DRINKING FOUNDATIONS(#1 DECK: Is SIZE X COVERED D YES c NO 2N°SIZE X COVERED cc YES ::NO PORCH'Or SIZE X COVERED n YES 'NO 2'°SIZE X COVERED ^YES !:NO TYPE OF SEWER'. I TYPE OF WATER: HEATING PROVIDER: I E ECTRIC SERVICEffROVIUER:I c PUBLIC: n PUBLIC: C N .GAS.— — NAME. u PRIVATE: ',(PRIVATE. ,u PROPANE. 'SIZE OF SVC: AMPS PERMIT II i '$WELL c CIS I o ELECTRIC: CALCULATIONS: _ ' An�V Sf o S i L_�F APPLIANCE TYPE! 0,014'4'T , rr 4 . --- SQUARE FOOTAGE: VALUES_ '3 4...,_3-.- 415) '�1 MAIN LEVEL (DO NOT INCLUDE T1.7E ITEMS*LOW IN THE ABOVE PRICE) 2""LEVEL ELECTRICAL COST 5__._"1//q _ FOUNDATION CONSTRUCTION METER. c YES IO GARAGE CAPITAL EXPANSION FEE !YES O CARPORT -- N--- DRAINAGE IMPACT FEE .:YES O OTHER ROAD IMI'AC I FEE YES �/O / , ' INCLUDE A-RIE�F,DESCRIPTION OF THE WORK BEING DONE LISTING THE INTENDED USE'.'4/ 'T"e e-Z_r,� / i Oa e co., 'r I-S /,C-20c70C 'An ("Lie P.-- h.' a 1- � P,,/4/ � age .! • �1/n I -C I1 ..7I Cu 10 /,1O IIHHEREBY CERTIFY THE AB• E INFORMATION IS CORRECT AND ACCURA E TO THE PEST OF MY KNOWLEDGE. SIGNATURE OF APPLICANT DATE ,_- APPLICANT EMNL ADDRESS ZI?/t s:117 f•�A141G :t,47' Pr' VIe0bv,Y�L2 t9/77c,,r5/,7,4* M OFFICE USE ONLY DATE RECEIVED INITIALS PERMIT NUMBER PAYOR CASH/CHECK/CREDIT CARD N AMOUNT -__, Building Permit Value A & W Water Service, Inc./ USR 11-0014 September, 2011 ► 10 Frac!H2O Tanks(used) @ $2.500 each = 25,000 ► Set tanks by Applicant 10 hours at$350/hour = 3,500 Subtotal — 28,500 ► Miscellaneous contingencies at 5% = 2,850 Total =$31,350 S Use By Special Review Questionaire- Revised - 10/19/2011 A & W Water Service, Inc. CR-122 Water Loading Dock No. 1: Proposed USE of the Property A& W Water Service, Inc. (A&W)proposes periodic,temporary storage of various portable tanks, 5th wheel type trailers &miscellaneous oil/gas field equipment on a 5.283±acre Site near Grover, Colorado (Lot A,RE-4158). An average of 5 round trip semi loads per day would occur (up to 85,000# GVW). In addition,2 commercial water wells will serve a"water loading dock"with up to 10 -20,000 gallon water tanks and appropriate manifolding to provide trucked water to oil/gas operations. An average of 34 round trip truck tanker loads per day would occur(up to 85,000#GVW). The elonly employees will be truck drivers and a supervisor occasionally. No employees will be stationed on the Site. Ingress access to the Site is via Weld County Access Permit Number AP 10-00041. No septic nor potable water will be required. Landscaping will be via non-irrigated natural grasses and no screening is proposed. Negligible grading and change of contours are planned. The Site is essentially flat with minimal change in elevation. A tributary of Crow Creek is located approximately 3,750'west,but the Site appears to drain easterly. No paved surfaces nor buildings are proposed. Gravel driveways will be on a portion of the site to serve the water loading operation. Hours of operation will be 24 hours/day, 365 days/year with the high majority during daylight periods. Adjacent land uses are agricultural in all directions with an oil well immediately adjacent to Lot B to the north on Lot C of RE-4158 and numerous oil and gas wells are within one mile. AGREEMENT FOR A&W WATER SERVICE, INC. THIS AGREEMENT ("Agreement") is made and entered into this Z/ day of November , 2011, by and through the County of Weld, State of Colorado, acting through the Department of Planning Services, and A&W Water Service, Inc. whose address is P.O. Box 887, Fort Lupton, CO 80621, Colorado. WITNESSETH WHEREAS, as explained in its letter of October 26, 2011, attached hereto and referred to herein as Exhibit "A," on real estate being more particularly described as Lot A of RE-4158, being part SW4 of Section 32, T10N, R61W of the 6th P.M., Weld County, Colorado (the "Property"), A&W Water Service, Inc. proposes to conduct a water hauling operation for use in construction, oil and gas operations, agriculture, ranching, and/or other areas where bulk water is needed, and WHEREAS, A&W Water Service, Inc., in its letter of Exhibit A, has provided adequate proof and justification for early release of building permits and the operation of a commercial water loading facility in accordance with the terms and conditions of this Agreement. NOW, THEREFORE, in consideration of the foregoing, County consents to A&W Water Service, Inc. for early release of building permits for the water tanks and the electrical work for the existing well on the Property and use of the property in accordance with Exhibit A. A&W Water Service, Inc. agrees to conduct the work in accordance with the following terms and conditions: 1. The above recitals are incorporated herein by reference. 2. A&W Water Service, Inc. shall be responsible to excavate, repair, or patch any damage as a result of ingree/egress to adjacent roadway. The County shall be consulted prior to any work being conducted on any County road. The type and method of repair will be determined by County. 3. Staging or parking trucks on the travel lanes of the adjacent public roads is prohibited. Nuisance conditions (mud, puddles on road) are to be prevented and cleaned up by A&W Water Service, Inc. if they occur. 4. If USR11-0014 is approved by the BOCC, A&W Water Service, Inc. shall have sixty (60) days from the date of the BOCC hearing to complete the conditions of approval and have a plat ready for recording. In the event the USR is not approved, A&W Water Service, Inc. shall have six (6) months after final action to dismantle any infrastructure constructed for the Pilot Project and return the Property to its existing condition. 1 5. A&W Water Service, Inc. shall comply with all of the promises and covenants set forth in its letter of Exhibit A. 6. A&W acknowledges that there is a pending sale, to the County, of the adjacent 5 acres (Lot B of RE-4158), and that the development of both sites may include sharing an access and drainage improvements. 7. A&W shall utilize the existing access on Lot A of RE-4158 for entry and exit until the shared access on Lot B of RE-4158 is functional. At that time, the access on Lot A of RE-4158 shall become an "enter only" access with all A &W traffic exiting on Lot B of RE-4158 shared access. 8. In the absence of receiving approval of their USR, A&W agrees that it will cease operation of the temporary facility at the County's request. Signed this Z/ day of November, 2011. IllWeld County Department of Planning Services By: U\SLA Director A&W Water Service,,Inc. By: �/ .�/ Title: .et i/1 2 • October 11,2011 Gary Wright President A&W Water Service Inc. 1892 Denver Avenue Fort Lupton, CO 80621 Re: Letter of Intent to Purchase Parcel#021332000014 Dear Mr.Wright, Please allow this document to serve as a letter of intent between the Board of Weld County Commissioners("County")and A&W Water Service Inc.("A&W"),regarding the proposed purchase of parcel#021332000014,a 5.212 acre parcel that is part of the SW%,Section 32,Township 11 North, Range 61 West("Property"). In exchange for the Property,the County intends to do the following: 1. Pay twelve-thousand five-hundred dollars ($12,500.00). 2. Draft the necessary documents to complete the sale of the Property. 3. Obtain a commitment to title insurance along with any documents,if possible,listed in the title commitment as exceptions to the title. • 4. Split any closing costs for purchasing the Property with A&W. 5. Construct at the County's sole expense,a paved driveway entering onto the Property from Weld County Road 122 and running north to south along the western boundary of the Property. The paved driveway shall lie entirely on the Property. A&W Water Service Inc.shall have access to the paved driveway in order to access its property to the west of,and adjacent to,the subject parcel. However,any additional pavement,grading,or other work necessary to facilitate access from the paved driveway to the A&W property will be at the sole expense of A&W. Access to the parcel north of,and adjacent to,the Property by way of the paved driveway and along the north-south boundary of the parcel shall also be allowed by the County. 6. Coordinate with A&W in the design of a water quality/drainage feature. Each party shall be responsible for its respective costs to construct their respective water quality/drainage feature. A&W shall be responsible for transferring the Property upon closing and splitting the closing costs. Additionally,prior to closing,A&W shall deliver to the County copies of all leases,surveys,easements, liens,or other title matters not shown by the public records of which A&W have knowledge. Should the sale of the Property not occur for whatever reason,neither the County nor A&W will be bound to the terms proposed in this letter of intent. Sincerely, • Brad Yatabe Use By Special Review Questionaire - Revised - 10/19/2011 A & W Water Service, Inc. CR-122 Water Loading Dock No. 1: Proposed USE of the Property A& W Water Service,Inc. (A& W)proposes periodic,temporary storage of various portable tanks. 5'''wheel type trailers& miscellaneous oil/gas field equipment on a 5.283±acre Site near Grover, Colorado(Lot A,RE-4158). An average of 5 round trip semi loads per day would occur (up to 85,000#GVW). In addition,2 commercial water wells will serve a"water loading dock"with up to 10- 20,000 gallon water tanks and appropriate manifolding to provide trucked water to oil/gas operations. An average of 34 round trip truck tanker loads per day would occur(up to 85,000# GVW). The • only employees will be truck drivers and a supervisor occasionally. No employees will be stationed on the Site. Ingress access to the Site is via Weld County Access Permit Number AP10-00041. No septic nor potable water will be required. Landscaping will be via non-irrigated natural grasses and no screening is proposed. Negligible grading and change of contours are planned. The Site is essentially flat with minimal change in elevation. A tributary of Crow Creek is located approximately 3,750'west,but the Site appears to drain easterly. No paved surfaces nor buildings are proposed. Gravel driveways will be on a portion of the site to serve the water loading operation. Hours of operation will be 24 hours/day, 365 days/year with the high majority during daylight periods. Adjacent land uses are agricultural in all directions with an oil well immediately adjacent to Lot B to the north on Lot C of RE-4158 and numerous oil and gas wells are within one mile. No. 2: Consistency with Weld County Comprehensive Plan A. Section 23-2-220.A.1 —The proposed Use is consistent with Chapter 22 and other applicable code provisions or ordinances in effect. Section 22-2-20.C. A.Goal 3. states: "County land use regulations recognize and • respect the rights afforded by the State Constitution and associated statutes of Revised 10/19/2011 individually decreed water rights. Water rights are considered real property and should be protected as any other private property right." The State Engineer, Division of Water Resources has permitted two (2) wells for commercial use via truck hauling on a tract of land 22± acres in area owned by A & W Water Service,. Inc. Section 22-2-20.C A. Policy 3.3 states: "Land use regulations should consider the traditional and future operational viability of water-delivery infrastructure when applications for proposed land use changes are considered." The proposed facility will utilize ground water from 2 wells (74693 & 74694) that are permitted through the Division of Water Resources for commercial use via truck hauling. Section 22-2-20.G. A. Goal 7. states "County land use regulations should protect the individual property owner's right to request a land use change." Section 22-2-20.G 1.A Policy 7.1. states "County land use regulations should support commercial and industrial uses that are directly related to, or dependent upon, agriculture,to locate within the agricultural areas, when the impact to surrounding properties is minimal, or can be mitigated, and where adequate services are currently available or reasonably obtainable. The proposed water • loading dock will support oil and gas companies within a fifty(50) mile radius by supplying water for their oil and gas drilling operations and industrial uses. Section 22-2-20.6. 2.A Policy 7.2. states "Conversion of agricultural land to nonurban residential, commercial and industrial uses should be accommodated when the subject Site is in an area that can support development and should attempt to be compatible with the region. The Site is `A mile northwest of the Town of Grover and is bordered by County Road 122. The facility will be located on a 5.63± acre parcel (Lot A). Ground water from the wells will be pumped to the loading dock. Section 22-2-80.D 1.Goal 4. Of the Weld County Code states: "All new industrial development should pay its own way." A & W Water Service, Inc. and their successors will be paying for all on-site and off-site improvements associated with this Use as required through an Improvements Agreement. Section 22-4-30.A.WA.Goal.1. states "Support the development of water that is put to beneficial use, along with associated infrastructure." The proposed loading dock will provide a valuable and indispensable service to oil and gas companies. The location for the load-out minimizes the removal of agricultural land from production. Section 22-4-30.A.1. WA Policy 1.1 Acknowledge a water right as real property • that is held by the individual or entity that has developed or maintained the water Revised 10/19/2011 • Traffic Plan A & W Water Service,Inc. CR-122 Water Loading Dock An average of 34 round trip water truck tranker loads (85,000# GVW) would service the Water Loading Dock from paved CR-122. An occasional supervisor with pickup will inspect the operations. Traffic will comply with Weld County's Oil & Gas Haul Route Map dated April, 2011, as may be revised. Traffic will enter the Site on the existing Lot A access (Permit #AP10-00041), circulate clockwise at minimal (10 mph) speed, back up to the Water Loading Dock, thence egress to CR- 122 vis a"Proposed Access" previously approved for Lot B on RE-4158, Reception #3352619, • January 6, 2006. Said egress access is to be provided by Weld County upon purchase of Lot B. Traffic circulation to drop-off and pick-up miscellaneous equipment on the remainder of the natural gas site will largely"scatter" with one-way traffic encouraged and backing minimized. • Safety—one-way traffic flow is inherently safer and will disturb less land than using a two-way, single access on Lot A. Work practices will minimize two-way and backing operations. The proposed double access will minimize"queing" on CR-122 entering the Site thereby insuring CR-I22 is less impacted. • Dust—Less site gravel is required internal to the Site. • Vested Property Right It is perceived an access to Lot B was previously granted via RE-4158, and should this USR ever be relinquished, a Lot B access is essential regardless. Lot B is pending purchase by Weld County. Revised 10/19/2011 • ``'sueVv C 0[/ 1/4 Weld County Public Works Dept. 0 . 1111 H Street ACCESS PERMIT „D „4,1, or Vj P.O.Box 758 G V •.r '�' Greeley,CO 80632 APPLICATION FORM Bl/C WOE Phone: (970)304- -. cP 2 Fax:(970)304- 7 -- // Applicant /-71-O a 1./1#7 Pro ec Owner(If different than Applicant) Name ..- ...eii./.01/41.ii./.01/41. . u (L1 ////QNam Company .r e -'r `hc.. ddress Address ox 8la City State Zip City f-prfLu?/..1 State ea Zip se 6 Z I Phone Business Phone 3 G 3�s/1'/-4?Of Fax Fax E-mail E-mail T' 1414.1:1h 4" /,I W k47Le•r-le-r"c ' A=Existing Access 0=Proposed Access Gorki Parcel Location&Sketch The access is on WCR / 2 2. Nearest Intersection:WCR 3 le? &WCR 8 r.R t — ' Distance from Intersection /Bdq —ii. - e•4 T` Parcel Number 02 / 3 3 2 eoec� `\ Section/Township/Range j 3 Z f 7-./././/i, 6/r Gt., i's V\u u III is there an existing access to the property?OIES NO* N 3 Number of Existing Accesses 4 6 --'Pig Road Surface Type&Construction Information — T I� — \ Asphalt Gravel1 wcR�rzz Treated 0 Other y, • i Culvert Size&Type -2—2.1"X AC' errs 4I+'‘p St vw S t7 Materials used to construct Access Q../r084hIS 1+,1205 ect Construction Start Date,o -'..r 11, Finish 'Date l✓%^/"'" v 2.4ePi0/ 249,1/ Proposed Use °Temporary(Tracking Pad Required)/$75 OSingle Residential/$75 0 Industrial/$150 *Small Commercial or Oil&Gas/$75 OLarge Commercial/$150 0 Subdivision/$150 ©Field(Agriculture Only)/Exempt Is this access associated with a Planning Process? ONo faiUSR ORE OPUD ()Other Required Attached Documents —7 Ag. ,,,,,,•4..,..ewst..7 US;4Q /.70-'8 /„ -Traffic Control Plan -Certificate o₹Insd'rance 6" -Access Pictures�F m 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 cons uction. I • Signature �� Printed Name J'( /A R.TANl Date 712V/I Approval or De 'al will be issued in minimum of 5 days. Approved by Revised Date 6/29/10 WELD COUNTY ACCESS PERMIT • Ca", COo Weld County Public Works Dept. .r Phone: (970) 304-6496 1111 H Street After Hours: (970) 356-4000 P.O. Box 758 4r . l Emergency Services: (970) 304-6500 x 2700 Greeley, CO 80632 63 1"1,:W t Inspection: (970) 304-6480 Permit Number: AP11-00461 Issuance of this permit binds applicant and its contractors to all requirements,provisions,and ordinances of Weld County,Colorado. Project Name: Expiration date: 04/19/2012 Applicant Information: Property Owner Information: Name: Douglas D. Stolte Name: Lindy &Grant Dilka Company: Colorado Land Associates Company: Phone: 970-353-7796 Phone: 970-371-1628 Email: dougstolte@greeleynet.com Email: Location: Proposed Use: Access is on WCR: 59 Temporary: Nearest Intersection WCR: 59 &WCR: 76 Single Residential: El Distance From Intersection: 1320 Industrial: • Number of Existing Accesses: 1 Small Commercial: Oil& Gas: Planning Process: RE RECX11-0006 Large Commercial: Road Surface Type&Construction Information: Subdivision: Road Surface: Treated Field (Agricultural Culvert Size&Type: Only)/Exempt: Start Date: Finish Date: Materials to Construct Access: Required Attached Documents Submitted: Access Pictures: Traffic Control Plan: Yes Certificate of Insurance: 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%,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 Close the existing access point to build a new shared access point. pproved by: ^' pp pQ Janet Carter, Weld County Public Works Date: 11/7/2011,LifiraiPrint Date-Time: 11/7/2011 10:10:09AM Report ID: PW00008v002 Page 1 of 1 • Use By Special Review Application Weld County A & W Water Service, Inc. Water Loading Dock CR-122 • Grover, Colorado August,2011 LEEBURG & ASSOCIATES 707 Hawthorn Avenue, Suite 207 Boulder,CO 80304 (303)442-2428 0 • Use By Special Review Questionaire A & W Water Service, Inc. CR-122 Water Loading Dock No. 1: Proposed USE of the Property A & W Water Service, Inc. (A& W) proposes periodic,temporary storage of various portable tanks, 5th wheel type trailers&miscellaneous oil/gas field equipment on a 10.57± acre Site near Grover, Colorado (Lots A& B, RE-4158). An average of 5 round trip semi loads per day would occur(up to 85,000# GVW). In addition, 2 commercial water wells will serve a"water loading dock" with up to 10 - 20,000 gallon water tanks and appropriate manifolding to provide trucked water to oil/gas operations. An average of 34 round trip truck tanker loads per day would occur(up to 85,000# GVW). The only employees will be truck drivers and a supervisor occasionally. • No employees will be stationed on the Site. Access to the Site is via Weld County Access Permit Number AP 10-00041. No septic nor potable water will be required. Landscaping will be via non-irrigated natural grasses and no screening is proposed. Negligible grading and change of contours are planned. The Site is essentially flat with minimal change in elevation. A tributary of Crow Creek is located approximately 3,750'west, but the Site appears to drain easterly. No paved surfaces nor buildings are proposed. Gravel driveways will be on a portion of the site to serve the water loading operation. Hours of operation will be 24 hours/day, 365 days/year with the high majority during daylight periods. Adjacent land uses are agricultural in all directions with an oil well immediately adjacent to Lot B to the north on Lot C of RE-4158 and numerous oil and gas wells are within one mile. No. 2: Consistency with Weld County Comprehensive Plan A. Section 23-2-220.A.1 —The proposed Use is consistent with Chapter 22 and other applicable code provisions or ordinances in effect. • Section 22-2-20.C. A.Goal 3. states: "County land use regulations recognize and respect the rights afforded by the State Constitution and associated statutes of • individually decreed water rights. Water rights are considered real property and should be protected as any other private property right." The State Engineer, Division of Water Resources has permitted two (2)wells for commercial use via truck hauling on a tract of land 22± acres in area owned by A& W Water Service, Inc. Section 22-2-20.C A. Policy 3.3 states: "Land use regulations should consider the traditional and future operational viability of water-delivery infrastructure when applications for proposed land use changes are considered." The proposed facility will utilize ground water from 2 wells (74693 & 74694)that are permitted through the Division of Water Resources for commercial use via truck hauling. Section 22-2-20.G. A. Goal 7. states"County land use regulations should protect the individual property owner's right to request a land use change." Section 22-2-20.G 1.A Policy 7.1. states"County land use regulations should support commercial and industrial uses that are directly related to, or dependent upon, agriculture,to locate within the agricultural areas, when the impact to surrounding properties is minimal, or can be mitigated, and where adequate services are currently available or reasonably obtainable. The proposed water loading dock will support oil and gas companies within a fifty(50)mile radius by supplying water for their oil and gas drilling operations and industrial uses. • Section 22-2-20.G. 2.A Policy 7.2. states "Conversion of agricultural land to nonurban residential, commercial and industrial uses should be accommodated when the subject Site is in an area that can support development and should attempt to be compatible with the region. The Site is 'A mile northwest of the Town of Grover and is bordered by County Road 122. The facility will be located on two (2) 5.63±acres adjacent parcels (Lots A &B). Ground water from the wells will be pumped to the loading dock. Section 22-2-80.D 1.Goal 4. Of the Weld County Code states: "All new industrial development should pay its own way." A& W Water Service, Inc. and their successors will be paying for all on-site and off-site improvements associated with this Use as required through an Improvements Agreement. Section 22-4-30.A WA.Goal.1. states "Support the development of water that is put to beneficial use, along with associated infrastructure." The proposed loading dock will provide a valuable and indispensable service to oil and gas companies. The location for the load-out minimizes the removal of agricultural land from production. Section 22-4-30.A.1. WA Policy 1.1 Acknowledge a water right as real property that is held by the individual or entity that has developed or maintained the water • • decree." The State Engineer, Division of Water Resources has permitted two (2) wells for industrial and commercial use via truck hauling. Section 22-4-30.A WA Goal 2. States"Strive to maintain and protect water supply storage facilities, conveyances and infrastructure adequate to sustain continued water use"The allocation of groundwater and installing a loading dock is an appropriate use in an agricultural area. In fact, the proposed use would ultimately reduce the impacts of oil and gas operations in the area because utilizing local groundwater for production would generate less noise, dust, traffic and waste. Section 22-6-20.C.1 ECON Policy 3.1. County activities and regulation should protect the rights of private property owners and the public healthy, safety and welfare,recognizing that these basic rights and protections allow the free market to prosper and grow the local economy. B. Section 23-2-220.A.2—The proposed Use is consistent with the intent of the A (Agricultural) Zone District. Section 23-3-40.A.2 of the Weld County Code provides for Oil and Gas Support and Service as a Use by Special Review in the A (Agricultural)Zone District. C. Section 23-2-220.A.3 —The Uses which will be permitted will be compatible • with the existing surrounding land uses. The facility is located in a rural agricultural area on a parcel containing no improvements. Adjacent properties are utilized for grazing and similar farming/ranching operations. Oil and gas facilities are existing encumbrances on adjacent properties. There is one residence east of Lot B and the Town of Grover is some 1/2t miles to the southeast. Development Standards and Conditions of Approval will ensure that this Use will be compatible with surrounding land uses. D. Section 23-3-220.A.4—The Uses which will be permitted will be compatible with future development of the surrounding area as permitted by the existing zoning and with the future development as projected by Chapter 22 of the Weld County Code and any other applicable code provisions or ordinances in effect, or the adopted Master Plans of affected municipalities. The Site is located within the 3-mile referral for the Town of Grover. E. Section 23-2-220.A.5 The application complies with Section 23-5 of the Weld County Code. The existing Site is not within a recognized overlay district, including the Geologic Hazard, Flood Hazard or Airport Overlay District. The existing Site is within the County Road Impact Fee Area and the Capital Expansion Impact Fee area. • • Effective April 25, 2011, Building Permits issued on the proposed lots will be required to adhere to the fee structure of the Weld County Road Impact Program (Ordinance 2011-2). Effective April 25, 2011, Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County Facility Fee and Drainage Impact Fee (Ordinance 2011-2). F. Section 23-2-220.A.6—A& W Water Service, Inc. is demonstrating a diligent effort to conserve prime agricultural land in the locational decision for the proposed Use. No. 3: Consistency with Weld County Zoning Ordinances The Applicants' USE is consistent with the intent of the Weld County Zoning Ordinance for a Commercial USE in the Agricultural (A)Zone District under the provisions of Section 23-3-40, Uses by Special Review. No. 4: Surrounding USES The parcel abuts CR-122 and is located approximately Yz mile northwest of the Town of Grover. • Farm/ranch/grazing operations are to the north,west and south with a rural residence to the east. Oil/gas operations exist immediately to the north of Lot B and oil/gas wells abound throughout the area. No. 5: Questionnaire Response a. Water Loading Dock: At maximum capacity use, up to approximately 34 people will visit the site per day, on average. Equipment Storage: At maximum capacity use, up to approximately 5 people will visit the site per day, on average. b. None all employees will be transient,truck drivers and an occasional supervisor. c. The Site will be open 24 hours per day, 365 days per year. d. Water Loading Dock: Ten 20,000-gallon portable tanks. Equipment Storage: None e. None. • • f. Water Loading Dock: The Use will be serviced by 80,000 - 85,000 lb. tractor traitors. Round trips will average 34 per day. Equipment Storage: This Use will involve a maximum average of 5 tractor trailers (80,000-85,000 lb.)daily trips to the Site for delivery and/or pickup of equipment for use in mineral development. g. Pawnee Fire Protection District h. Domestic: None i. Porta-Pottie j. Water will be stored in up to ten (10) 20,000 gallon frac tanks on the well operation Site. No. 6: Landscaping Natural grasses in all areas that are not graveled. No. 7: Reclamation The proposed Uses will have little impact on the land. In the unlikely event that the Uses are • terminated, USR improvements, (the water tanks and equipment)would be removed from the property, and the parcel would be reasonably restored to its condition prior to the USR,with native grasses planted where the USR activity on the parcel has occurred. It is anticipated that the water wells would remain on the parcel for other allowable uses. No. 8: Storm Water Drainage See attached Drainage narrative. No. 9: Construction Schedule Water Loading Dock: No construction is required for this use. Ten (10)portable frac tanks will be placed on the Site within one (1) year of approval and connected to two (2) commercial water wells. Equipment Storage: No construction is required for this USE which would commence immediately upon USR approval. No. 10: Waste Storage/Stockpile No storage or stockpile of wastes will occur associated with this Use. • • GRANT OF EASEMENT This Agreement is made this /Q — day of Af 1/1M j?Eg , 2011, between A & W Water Service, Inc. (Grantors) whose address is Box 887, Fort Lupton, Colorado 80621 and A& W Water Service, Inc. (Grantees) whose address is Box 887, Fort Lupton, Colorado 80621. For and in consideration of Ten Dollars($10)and other good and valuable consideration, Grantors hereby grant to Grantees, their successors and assigns, a non-exclusive access, ingress and egress easement through Lot C, Recorded Exemption No. 0213-32-3, RE-4158, Reception No. 3352619,recorded January 5,2006, which is a part of the Section 32, Township I I.N. Range 61 West of the 6th Principal Meridian,County of Weld, of Colorado. The centerline of the easement is more particularly described as: Beginning at a point on the west section line of Section 32, Township 11 North, Range 61 West of the 6th Principal Meridian, County of Weld Colorado. Said point being some 977.00 feet north of the southwest corner of the said Section 32; thence N89°54'19"E a distance of 1,479.00 feet to the true point of the beginning of the centerline of a 30 foot wide strip of land, 15 feet on either side of the centerline; thence S00°24'52"E a distance of 417.57 feet on the centerline to a point of terminus on the south line of Lot C. • Grantees shall have the use and enjoyment of the aforesaid casement for access, ingress and egress to and from Lot A, Recorded Exemption 0213-32-3, RE-4158, Reception No. 3352619, recorded January 5, 2006 in the records of Weld County, Colorado. The easement is for the benefit of aforesaid 1.ot A for construction, use,operation and maintenance of a water line and water well on aforesaid Lot C. Respecting the foregoing, each and every one of the benefits and burdens of this Agreement shall inure to and be binding upon the respective legal representatives, heirs, executors,administrators, successors and assigns of the parties hereto. Any liability for personal injury to Grantees, their employees, agents,and invitees. as a result of or arising out of or relating to the use or occupancy of the easement by Grantees shall he borne by Grantees. Further Grantees agree to indemnify and hold harmless Grantors their successors and assigns against any loss of damage which results from, arises out of, or is attributable to the use of the easement whether or not such use is pennitted hereunder. • • IN WITNESS WHEREOF,the parties hereto have executed this instrument as of the day and year first above written. GRANTORS: By: _ J. i ,/ ` .. A & W Water Service, Inc. STATE OF COLORADO ) ) ss. COUNTY OF WELD ) The foregoing instrument was acknowledged before me by l as Grantors this 1O 1-1 day of , 2011. My commission expires t-• a Lo -Q-01 l • Witness my hand and official seal. 7 -4, Notary Public TN . 41 JOtypTA/9�•01" 's r / � t rtt I. +en •• A G :o yid.,(/g1.�.•�POs COO $y Commission Expires 011262014 • -- "•- — - OOVbp1O 'x1Nnoo 013rti — """"' e '" V1!LS3M 19 ?JN HJNON l I dIHSNM01 'Zi NOI1D3S = ;I: I E =-- 3T1 'SJNal1(ISN03 Nrld 1N3fldO13A30 0u.13dS 311S 2JSI^ `^ i � _.... tt31VM M)BV f 0:},.p III __ " " "'":' • S33 _-- ?.Sf 86Gb-38 '9L9tl Si0Z-2s31t+M MvV i i �1 '"3'Ts • , 0.5, I, i (Vj i I 114 tit i l g►' : I ,.,;•: ,.•..4,<.-1;:';.'/.. 4, = I 1 I N ' it i `w _ ...; 3., # r. t1 a 114_ t' 1 • i ?if ,� �. 'JET ♦I {t; '�t. T4 111 • *p 11,-; • t` I. !t I i$,. r ;.7 a '-v `I 61 i I S 14! If! ! I A AI ti : t Fi ( Jo'a- k"aE l 7;;i I i l it I I ; i'ir lo i • iii i i 4, J.' 1 ,,.-iF•t, r = A:e. , i 7i. J A L�j I,I II fr.'" 6 $ 6 frf I I I I • • LR �l A 1 ' Yi•i ' `� ' li a 3 Ii;I: '.i+ _ .i+. , ... . 0.. ci u\ i I • l FI ,., • \ U CI544 I - Issl I �' w 11y' s.�' -,� V H iIE •4 J, ,yt I. I ii 11 a „„ - e k�r `h (� ,,g,u ^e - -'ice::.... 1 1 al •� 119 ` .;, £ L '� : II I�.e . 'J 4 : 4 I J N I 5p ti a ; w Wn u'haw IP f • y .l ,. 0.a I +. a,i I [�d g+ a j1 CPSP J 241 III..�d J� , -',1 ---4- \ ii J V l '' ° :,•-•;:•=•• Q • "—x airy 7 Ii i tp,,.4\15, t.Wow r i °`'. ;il' gw � . •41 Tis s.44 ,k, .i.._ \ T ni • M £ ..+ 1I :I oc 4 t •.II r 6 y 4ti ..),, Weld County Public Works Dept. - 1111 H Street ACCESS PERMIT 41,gr co P.O. Box 758 • G�*/C N(O�r Phone:Gree ey, CO 80632(970)304-6496(9 O)304-6496 APPLICATION FORM Fax: (970)304-6497 Applicant Property Qwner(If different than Applicant) Name �� WV•/r/ 7/ Name Company /1 q& ./ /(4 +'r- 'e-"'"'+'" ham, Address Address /30x 8C City State Zip City! f7'-Lud/'s.1 State e'' Zip 9 '6 z f Phone Business Phone 3 O 3---4/ V-4 f Sf Fax Fax E-mail E-mail Ilf 7/14- iQ W NO -e- . ♦= Existing Access A= Proposed Access 0t Parcel Location &Sketch The access is on WCR / Z 2- Nearest Intersection:WCR 3`r'4 &WCR $ 2 \ ica-t �L b`,. Distance from Intersection /Remit' — �0,s T Parcel Number 02 / 3 3 2 erle"do/y Section/Township/Range 53 2/ T/J4 Ae 6/14, m t� ac Is there an existing access to the property?Ci'ES NOO• Number of Existing Accesses 4 fi -- �IJ:g Road Surface Type&Construction Information Asphalt© Gravealer Treated CI Other WCR X12.2 Culvert Size&Type 1/ "X /S" " Ar-G GOV" X So.-145h Materials used to construct Access .J8.3 Construction Start Date/C r/t Finish Date 14,+^ 20// Proposed Use Z mJI °Temporary (Tracking Pad Required)/$75 OSingle Residential/$75 0 Industrial/$150 *Small Commercial or Oil&Gas/$75 ©Large Commercial/$150 0 Subdivision/$150 °Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? ONo OUSR ORE OPUD ()Other Required Attached Documents o ;,/ lJS� �� w'_�• �-- l�t' + 1/rte v.� ,✓ - 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 cons uction. • Signature Printed Name FF ‘4)4e..16/6" Date. `21211/1 Approval or De ial wilt be issued in minimum of 5 days. Approved by Revised Date 6/29/10 WELD COUNTY ACCESS PERMIT v9 CO& • �Weld County Public Works Dept. 1, Phone: (970)304-6496 1111 H Street After Hours: (970)356-4000 P.O. Box 758 -o �, Emergency Services: (970)304-6500 x 2700 Greeley, CO 80632 G��` .WQ� Inspection: (970) 304-6480 Permit Number: AP10-00041 Issuance of this permit binds applicant and its contractors to all requirements,provisions,and ordinances of Weld County,Colorado. Project Name: Expiration date: 11/30/2010 Applicant Information: Property Owner Information: Name: Jeff Wright Name: Linn Leeburg Company: A&W Water Service, Inc. Company: Leeburg&Associates Phone: 303-434-6989 Phone: 303-442-2428 Email: jwright@awwaterservice.com Email: vleeburg@comcast.net Location: Proposed Use: Access is on WCR: 122 Temporary: Nearest Intersection WCR: 390 &WCR: 87 Single Residential: Distance From Intersection: 1338 Industrial: Number of Existing Accesses: 1 Small Commercial: 0 •Planning Process: RE 4158, Lot A; USR I Oil&Gas: Large Commercial: Road Surface Type&Construction Information: Subdivision: Road Surface: Gravel Field(Agricultural Culvert Size&Type: 40'-21"X 15"arc CMP squash Only)/Exempt: Start Date: 09/01/2010 Finish Date: 10/01/2010 Materials to Construct Access: Class 6 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%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 Approved by: Weld County Public Works Date: 9/1/2010 Print Date-Time: 9/1/2010 10:51:10AM Report ID: PW00008v001 Page 1 of 1 FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Name: "IF W �� Ser y f« ra c Phone: 30 —654 �3 Name: � Address: new ss, City, ST, Zip: For/170AP», a . Gen. Business Owner: Phone: Home Address: City, ST, Zip: List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE S //�/ iskintem 40/0 A 303 -1341-4101 {Urr '0 I �O. 303 -y 3y 00$5 /� 40ry ,h 4- art rt jJ 4 043 Business Hours: 29 1tevrS Days: 36 SS/yee l ' '• -Type of Alarm :urglar Holdup Fire Silent Audible / Name and address of Alarm Company: • Location of Safe: "Ion r __.._.+....,..******.___••___......******.................................•__•____,.....************.......................***•*** MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: 114oM+r Location(s): Is alcohol stored in building? N./a Location(s): Are drugs stored in building? /10 Location(s): Are weapons stored in building?/YO Location(s): The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: IOMMere.i.r / �r//C3) Gas Shut Off: A/eAG Exterior Water Shutoff: e%pmercis / base* Interior Water Shutoff: A/04 t• • • • Drainage Narrative • • CES Consultants, LLC August 18,2011 Weld County Planning and Building Department Attn: Tom Parko 1555 N. 17th Avenue Greeley, CO 80631 Re: A&W Water-Lots A&B,RE-4158,Grover, CO USR Application Statement of On-Site Drainage Conditions Dear Tom: As part of the USR Application for A&W Water Service, Lots A&B,RE-4158 site in Grover, Colorado, CES Consultants, LLC (CES) has reviewed the existing drainage conditions of the site. The proposed site is located in SE 'A of the SW 'A of Section 32, Township 11 North, Range 61 West in Weld County. More specifically,the site is located approximately 1300 feet east of the intersection of Weld County Road (WCR) 87 and WCR 122. The site is bound on the south by WCR 122 and on the other three sides by undeveloped natural grasslands. The existing site is covered by natural grasslands and • is 10.6 acres. The existing topography of the site slopes from the northwest corner to the southeast corner at a 1%to 1.5% grade. There is an existing 120 foot deep commercial water well located along the west property line of Lot A. The proposed development of the site will consist of the installation a"water loading dock"with ten(10) 20,000 fresh water tanks. A gravel road base area will be installed around the tanks. An existing access off of WCR 122, located at the southwest corner of Lot A will be used to enter the site, while a new access drive, located near the southwest corner of Lot B will be used to exit the site. The existing drainage from the site sheet flows from the northwest to the southeast. Offsite flows from the undeveloped natural grasslands west of the site also sheet flow across the site. Runoff flows that cross the site are collected in the north borrow ditch of WCR 122,then directed east. A 15 inch diameter CMP culvert located in the north borrow ditch runs under the existing access drive at Lot A. Since the proposed development of the site is minimal,the existing drainage patterns will be maintained and the difference in the overall runoff generated from the site will be negligible. The runoff from the site will still sheet flow through the natural grasses to the southeast corner of the site. A Water Quality Feature, consisting of a one(1) foot deep depression with a capture volume of 2800 cubic feet will constructed at the southeast corner of the site. This depression will ensure that the overall water quality of the storm runoff as it leaves the site into the north borrow ditch of WCR 122 will be maintained • even after the development. The existing 15 inch CMP culvert under the access drive on 112 E.South 1a Street •Johnstown,CO 80534•Phone:(970)373-4480•Fax:(970)587-8703 Page 2 Mr Tom Parko • August 18,2011 Lot A will he extended,and an additional 15 inch CMP culvert will be installed under the new access drive on Lot B. These culverts will maintain the existing flows in the north borrow ditch of WCR 122. This letter was prepared for the exclusive use of our client and is not intended for any other purpose. Our conclusions are based on the information made available to us at this time. Should additional information become available,we reserve the right to determine the impact, if any,of the new information on our opinions and conclusions; and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. if you have any questions or comments concerning this matter,please feel free to contact me at(970) 373-4480 or kurt@cesconsultantsllc.com Sincerely, ONSULTANTS, LLC 11in;P.E. • :�� n Principal U�, i2'•t • • / 2J '.11I 4x CES Consultants, LLC • July 29,2011 Weld County Planning and Building Department Ann: Tom Parko 1555 N. 17th Avenue Greeley, CO 80631 Re: A&W Water-Lots A&B,RE-4158,Grover,CO USR Application Statement of On-Site Drainage Conditions Dear Tom: As part of the USR Application for A&W Water Service, Lots A&B, RE-4158 site in Grover, Colorado, CES Consultants, LLC (CES)has reviewed the existing drainage conditions of the site. The proposed site is located in SE % of the SW 'A of Section 32, Township 11 North, Range 61 West in Weld County. More specifically,the site is located approximately 1300 feet east of the intersection of Weld County Road(WCR) 87 and WCR 122. The site is bound on the south by WCR 122 and on the other three sides • by undeveloped natural grasslands. The existing site is covered by natural grasslands and is 10.6 acres. The existing topography of the site slopes from the northwest corner to the southeast corner at a 1%to 1.5%grade. There is an existing 120 foot deep commercial water well located along the west property line of Lot A. The proposed development of the site will consist of the installation a"water loading dock"with ten(10) 20,000 fresh water tanks. A gravel road base area will be installed around the tanks. An existing access off of WCR 122, located at the southwest corner of Lot A will be used to enter the site, while a new access drive, located near the southwest corner of Lot B will be used to exit the site. The existing drainage from the site sheet flows from the northwest to the southeast. Offsite flows from the undeveloped natural grasslands west of the site also sheet flow across the site. Runoff flows that cross the site are collected in the north borrow ditch of WCR 122,then directed east. A 15 inch diameter CMP culvert located in the north borrow ditch runs under the existing access drive at Lot A. Since the proposed development of the site is minimal, the existing drainage patterns will be maintained and the difference in the overall runoff generated from the site will be negligible. The runoff from the site will still sheet flow through the natural grasses to the southeast corner of the site. The overall water quality of the storm runoff as it leaves the site into the north borrow ditch of WCR 122 will be maintained even after the development. The existing 15 inch CMP culvert under the access drive on Lot A will be • extended, and an additional 15 inch CMP culvert will be installed under the new access 112 E.South 1°Street •Johnstown.CO 80534•Phone:(970)3734480•Fax:(970)587-8703 Page 2 Mr.Tom Parko • July 29,2011 drive on Lot B. These culverts will maintain the existing flows in the north borrow ditch of WCR 122. This letter was prepared for the exclusive use of our client and is not intended for any other purpose. Our conclusions are based on the information made available to us at this time. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions;and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. If you have any questions or comments concerning this matter,please feel free to contact me at(970) 373-4480 or kurt n cesconsultantsllc.com Sincerely, F CE C NSULTANTS, LLC O '� 4.-(, O 0 80 :2 • K Rollin, P.E. -071.% %4„1.73L441 _r Principal `SONALg • • • • Traffic • • Traffic Plan A& W Water Service,Inc. CR-122 Water Loading Dock An average of 34 round trip water truck tranker loads (85,000#GVW) would service the Water Loading Dock from paved CR-122. An occasional supervisor with pickup will inspect the operations. Traffic will comply with Weld County's Oil & Gas Haul Route Map dated April, 2011, as may be revised. Traffic will enter the Site on the existing Lot A access (Permit#AP10-00041), circulate clockwise at minimal(10 mph) speed,back up to the Water Loading Dock,thence egress to CR- 122 vis a"Proposed Access"previously approved for Lot B on RE-4158, Reception#3352619, • January 6, 2006. Traffic circulation to drop-off and pick-up miscellaneous equipment on the remainder of the natural gas site will largely"scatter"with one-way traffic encouraged and backing minimized. • Safety—one-way traffic flow is inherently safer and will disturb less land than using a two-way, single access on Lot A. Work practices will minimize two-way and backing operations. — The proposed double access will minimize "queing"on CR-122 entering the Site thereby insuring CR-122 is less impacted. • Dust—Less site gravel is required internal to the Site. • Vested Property Right—It is perceived an access to Lot B was previously granted via RE-4158, and should this USR ever be relinquished, a Lot B access is essential regardless. • • • Waste Handling Plan • • Waste Handling Plan Traffic Plan A& W Water Service,Inc. CR-122 Water Loading Dock No storage or stockpiling of wastes will occur on the Site. Negligible trash and waste will be generated. An optional trash receptacle is shown on the Plat, but based on the Pre-Application Review of July 14, 2011, either no receptacle or a secured 55-gallon barrel may be utilized. Since no screening,nor gated security is planned, it is desirable not to create an attractive nuisance for off-site parties to use. Work practices will discourage drivers' debris on site. No chemicals will be stored or utilized on the Site. Should a barrel or trash receptacle be installed, it will be serviced regularly by a local service company (tbd). • • • • Dust Control Plan • • Dust Control Plan A & W Service, Inc. CR-122 Water Loading Dock On-site surfaces will either be natural grasses or gravel. On-site speed will be minimal (less than 10 mph) posted via signage and employee work practice briefings. As-required watering will occur to control traffic and fugitive dust. • • • CES Consultants, LLC October 17,2011 Weld County Planning and Building Department Attn:Tom Parko 1555 N. 17th Avenue Greeley,CO 80631 Re: A&W Water-Lot A,RE-4158,Grover,CO USR Application Statement of On-Site Drainage Conditions Dear Torn: As part of the USR Application for A&W Water Service,Lot A,RE-4158 site in Grover, Colorado, CES Consultants,LLC(CES)has reviewed the existing drainage conditions of the site.The proposed site is located in SE 'A of the SW'/o of Section 32,Township 11 North,Range 61 West in Weld County. More specifically,the site is located • approximately 1300 feet east of the intersection of Weld County Road(WCR) 87 and WCR 122.The site is bound on the south by WCR 122 and on the other three sides by undeveloped natural grasslands. The existing site is covered by natural grasslands and is 5.283 acres. The existing topography of the site slopes from the west to the east at a 1% to 1.5%grade. There is an existing 120 foot deep commercial water well located along the west property line of Lot A. The proposed development of the site will consist of the installation a"water loading dock"with ten(10)20,000 fresh water tanks. A gravel road base area will be installed around the tanks. An existing gravel access drive off of WCR 122,located at the southwest corner of Lot A will be used to enter the site. A new gravel access exit drive, located near the middle of the east property line of Lot A,will be built to exit onto the future paved access drive into Lot B. The existing drainage from the site sheet flows from the west to the east. Offsite flows from the undeveloped natural grasslands west of the site also sheet flow across the site. Existing runoff flows that cross the site are collected in the north borrow ditch of WCR 122,then directed east. A 15 inch diameter CMP culvert located in the north borrow ditch runs under the existing access drive at Lot A. Since the proposed development of the site is minimal,the existing drainage patterns will be maintained and the difference in the overall runoff generated from the site will be negligible. The runoff from the site will still sheet flow from west to east through the natural grasses to a proposed gentle swale located along the east property line of Lot A. This swale will convey the proposed runoff to the southeast corner of the site. A new 15 inch CMP culvert will be installed under the new gravel exit access drive onto Lot B that • 112 E.South 14 Street •Johnstown,CO 80534•Phone:(970)373-4480•Fax(970)587-8703 . . . I Pagc 2 Mr.Tom Parko October 17,2011 will help to convey the runoff from Lot A to the Water Quality Feature in the southeast corner of Lot A. A Water Quality Feature,consisting of a one(1) foot deep depression with a capture volume of 1535 cubic feet will constructed at the southeast corner of the site. This depression will ensure that the overall water quality of the storm runoff as it leaves the site into the north borrow ditch of WCR I22 will be maintained even after the development. The existing 15 inch CMP culvert under the gravel entrance access drive on Lot A will be extended to maintain the flows in the north borrow ditch of WCR 122. This letter was prepared for the exclusive use of our client and is not intended for any other purpose. Our conclusions are based on the information made available to us at this time. Should additional information become available,we reserve the right to determine the impact,if any,of the new information on our opinions and conclusions;and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. If you have any questions or comments concerning this matter,please feel free to contact me at(970) 373-4480 or lcurt@cesconsultantsllc.com Sincerely, , ....„,,,,,,, vrNsUL'l'ANTS,LLC Co LION ti ` 9° a4/rt o in, P.} . ' r� 802 L' 0 tot? E%",%, c *40 3 • WELD COUNTY ACCESS PERMIT Weld County Public Works Dept. Phone: (970)304-6496 1111 H Street 1 After Hours: (970)356-4000 ': P.O. Box 758 Emergency Services: (970) 304-6500 x 2700 Greeley, CO 80632 ,� Inspection: (970) 304-6480 Permit Number: AP10-00041 Issuance of this permit binds applicant and its contractors to ail requirements,provisions,and ordinances of Weld County.Colorado. Project Name: Expiration date: 11130/20.0 Applicant Information: Property Owner Information: Name: Jeff Wright Name Linn Leeburg Company: A&W Water Service, Inc. Company: Leeburg&Associates Phone 303-434-6989 Phone: 303-442-2428 Email: jwright@awwaterservice.com Email: vleeburg@comcast.net Location: Proposed Use: Access is on WCR: 122 Temporary: Nearest Intersection WCR: 390 &WCR: 87 Single Residential: Distance From Intersection: 1338 Industrial: • Number of Existing Accesses: 1 Small Commercial. CI Oil&Gas: Planning Process: RE 4158,Lot A;USR I Large Commercial Road Surface Tvoe&Construction Information: Subdivision: Road Surface: Gravel Field(Agricultural Culvert Size&Type: 40'-21"X 15"arc CMP squash Only)/Exempt. Start Date: 09/01/2010 Finish Date: 10/01/2010 Materials to Construct Access: Class 6 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'A 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 Approved by: Weld County Public Works Date: 9/1/2010 • f,„ Print Date-Time: 911/2010 10:51:10AM Report ID: PW00008v001 Page 1 of 1 Form No. OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATERESOURCES 818 Centennial Rick 1313 Shefira/1 St,Denver,Colorado (303)886.3581 UC WELL PERMIT NUIYIBER 74 4 ____ -F I PPLJCAIVT DIV. 8 WD 1 DES.BASIN B MD APPROVED WELL LOCATION WELD COUNTY l rf SE 1/4 SW 1/4 Section 32 • A&W WATER SERVICE INC Township 11 N Range 81 W Sixth P.M. Vf C/O LAWRENCE JONES CUSTER LLP DISTANCES FROM SECTION LINF S 355 EASTMAN PARK DR SUITE 200 235 Ft. from South Section Line WINDSOR,CO 80550- 1441 Ft. from West Section Line (970)674-9868 UTM COORDINATES(Meters.Zone:13.NAD831 PERMIT TO CONSTRVT A WELL Fasting: 564518 Northing: 4524834 CONDITIONS OF APPROVAL 1) This wail shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that rro injury will occur to another vested water right or preclude another owner of a vested wafer right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Weil Construction Rules 2 CCR 402-2,unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Ruie 18. 3) Approved pursuant to CRS 37-90-107 and the Findings of the Groundwater Commission dam# Dec. 4) The use of water under this permit is limited to commercial use in Weld County vie truck hauling. , 5) The pumping rate of this well shag not exceed 200 GPM 6) The annual withdrawal of ground water from this well shall not exceed 322.6 acre-feet. 7) The total depth of the well shag not exceed 130 feet,which corresponds to the base of the White River aquifer. At a minimum,plain casing shall be Installed and grouted through all unconsolidated materials and shall extend a minimum of ten feet Into the bedrock fonnallon to prevent production front other zones. 8) The owner shall mark the well to a conspicuous place with the well permit number and name of aquifer as appropriate. and shall lake necessary means and precautions to preserve these markings. 8) A totalizing flow meter or Commission approved measuring device must be Installed on this well and maintained in good working order. Permanent records of all diversions must be malntnned by the well owner(collected at least annually)and submitted to the Ground Water Commission upon request. 10) This well shall be constructed within 200 feet of the location specified on this permit 11) The use of water from the well under this permit roust have occurred,and a completed Statement of Beneficial Use (including the ping rate and annual appropriation)must be filed by the well owner,within three years of the date of issuance of this permit. .4;1 Vire/2-- APPROVED SW Kt/.iPLI‘41atiVP0i State Engineer\Receipt No.3647373 DATE ISSUED 12-14-2010 EXPIRATION DATE 12-14-2011 , Hello