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Home My WebLink About20123563.tiff Integrity Trucking Land use USR# #1)Water truck yard for parking trucks,dispatching drivers and maintaince on trucks. #2)to comply with the Weld County USR codes. #3)Oil and Gas support and service sec.23-3-40 A-2 #4) Dry land is surrounding the truck yard.The acreage is used for a private horse/cattle pasture and riding area. The closest dwellings are the homes of the land owners and a commercial dairy. A)Total employees average 30 with a schedule of 5 days on and 2 days off. Start time is 7 am and the average work day is 10-12 hours long. The night crew has an average of 5 drivers that start at 7 pm and work 8-10 hours. B) Average of 30 employees are based at the truck yard. An additional 5 employees are based in an office building in Kersey,Co. C)The yard is open 24 hours and 7 days a week. The only employee that works solely at the truck yard is one mechanic. All other employees are out on locations. D) Structures are already in place. No further building is expected. E) All remaining acreage is fenced in and used for private horses and cattle. F) Class 8 trucks. 22 bobtails and tractor trailers are in operation. Truck weight does not exceed 80,000#. 5 pickups trucks are used for supervisors and some jobs as needed. G) Platte Valley Fire District. H) Water well provides water. No irrigation water is used. I) Portal restroom is on site and maintained weekly by S.B. Porta Bowl restrooms Company. J) No storage is proposed. #6) No landscaping is proposed at this time. #7) No reclamation is planned,just a change of use. #8)See plat drawing from storm drainage plan. #9) No construction, buildings are already in existence. #10)Waste oil is used for heat in an approved waste oil heater; all other waste is hauled away from Raptor Service Co. USE BY SPECIAL REVIEW No. • LOT C OF RECORDED EXEMPTION No. 4461, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 3 TOWNSHIP 4 NORTH. 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(sowuveado navel i i /�de:), Weld County Public Works Dept. .L 1111 H Street ACCESS PERMIT co P.O. Box 758 Se G .,e.: Greeley, CO 80632 APPLICATION FORM 0,•• :::,..s., N(9/ Phone: (970)304-6496 Fax: (970)304-6497 Applicant / —. Property Owner(If different than(Applicant) Name .<—< t�sr //,' I"u <2� �ZC, dame /�7 /J�i7 \Y« . ✓ i <tC ( v ' Company Jew 4 / /' (t �LC Address 23471-K, 6/ -Tic- Address 2:3 3'2 s7 ,:,_% /C S� City lfFif,,� State '.o Zip .q,"-V,,77 City KC; Y State CC, Zip ¶cTk %' Phone %:C_' 533`7-C7r,C Business Phone 99-c:- 35E- Li Y g,t Fax j.7C, - .3S(-`YY.f7 Fax %r2C=-,_i.SC: - S"7✓ '7 E-mail /cCi,zjt'_ li /4`2cn Cc <c E-mail / bt led,-'1-7 - l v----k(4T C `_Ye>t4C l CC-n—®= Existing Access A= Proposed Access Parcel Location &Sketch The access is on WCR /c3 Nearest Intersection: WCR c,---O &WCR c WCR SO Distance from Intersection Vz L«, (C I I Parcel Number / v53 - 63-3 iet `7`✓/l Iv\h 47 Section/Township/Range .sec 3 iIIce),( Li N e C-. lLJ T � to 3 tL Is there an existing access to the property? yE5 NO N A>441_/e�j/ Ss Number of Existing Accesses CDetc Road Surface Type&Construction Information WCR 9 Asphalt Gravel V Treated _ Other i Culvert Size &Type KS Ekt- Materials used to construct Access .3/4 I ui-LL I.? - ("' 12)c Construction Start Date Finish Date Proposed Use o Temporary (Tracking Pad Required)/$75 ❑ Single Residential/$75 0 Industrial/$150 o Small Commercial or Oil & Gas/$75 o Large Commercial/$150 ❑ Subdivision/$150 o Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? ❑ No XUSR o RE o PUD o Other Required Attached Documents -Traffic Control Plan -Certificate of Insurance -Access Pictures (From the Left, Right, & into the access) By accepting this permit,the undersigned Applicant, under penalty of perjury,verifies that they have received all pages of the permit application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the authority to sign for and bind the Applicant,if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws regarding facilities construction. i (-:12, �- j 7/L-/z Signature_ �%��:--� =�� Printed Name <-'" /i=<� Date Approval or Denial will be issued in minimum of 5 days. Approved by Revised Date 6/29/10 /m-m1 OP ID:VM ACO o- CERTIFICATE OF LIABILITY INSURANCE DATE"IM'°°N"") 0710E/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.This CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cettl0cate holder is an ADDITIONAL INSURED, the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 970-635-9400 R � PFS Insurance Group-JT PNora< FAX 4848 Thompson Pkwy,Ste 200 970-635-9401 0,q c: I(AC.No): John Keit Nnn,,CO 80534 CUSTOMERIDI:er ifitoouceit INTKi10 INSURER(S)AFFORDING COVERAGE NAIC I POURED Integrity Trucking, LLC INSURER A:Mountain States insurance Grp PO BOX 680 INSURER B:Pinnacol Assurance 41190 Kersey,CO 80644 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT'THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDWG ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L1.112 ADEL Wag TYPE OF DURANCE RNSR WML POLICY MATTER (MMOCC(VYYYY) M(M VDMY�YY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE f 1,000,000 A X COmmE COAL GENERAL UAELITY CPP0122351 08115/11 08115/12 PRQv9sE5(Ee oVicu63J,m) $ 300,000 CLAIMS-MADE nOCCUR MED9WMy ono person) $ 15,000 X Addl Insd By Corn PERSONAL S.ADV INJURY $ 1,000,000 X Wvr of Sub by Con GENERAL AGGREGATE S 2,000,000 GEML AGGREGATE I� LIMIT APPLIES�I PER: PRODUCTS-COMPIOP AGG S included 7 POLICY I I JFGrT in LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 (Ea accident)A X ANY AUTO BAP0122351 08/15/11 08/15/12 BODILY INJURY(Per person) S AU.OWNED AUTOS BODILY INJURY(Per ecdden) S SCHEDULED AUTOS PROPERTY DAMAGE S X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ X Add Erred by Contr 1 UMBRELLA UM I XI OCCUR EACH OCCURRENCE S 2,000,000 A EXCESS MB CI.NMSMADE UMB0122351 AGGREGATE $ 2,000,000 08115/11 08/1 5112 - DEDUCTIBLE S RETENTION $ None S WORKERS COMPENSATION X IT0R STATUUSI X I ER AMC EMPLOYERS'LIABILITY B AN( PMONER)E€OJ1VE Y^ NIA 4095793 00/01/11 09/01/12 E.L.EACH ACODENT S 1,000,000 OFFICERMEMBER OCCLUDED,(Mandatoiyto NN) I 1 E.L.DISEASE.EA EMPLOYEE $ 1,000,000 'Aye �m:mon under T�FNCFSPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S 1,000,000 A Transportation CPP0122351 08/15/11 08/15/12 Limit 120,000 A Leased/Rented Equl CPP0122351 08/15/11 08/15/12 Limit 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES (AOeeh ACORD 101,Add-Hertel Remarks Schedule,Irmore space le reolrrd( ME: 23378 CR 55, Kersey, CO Liability Coverage CERTIFICATE HOLDER CANCELLATION BANKOFC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Bank of Colorado 1041 Main Street Windsor,CO 80550 AUTHORIZED REPRESENTATIVE O198B-2009 ACORD CORPORATION. All rights reamed. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD COLORADO DIVISION OF WATER RESOURCES Office Use Only Form GWS-45(04/2012) DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST,RM 821,DENVER,CO 80203 Main:(303)866-3581 Fax:(303)866-2223 dwroennlsonliner state.co us GENERAL PURPOSE Water Well Permit Application Review Instructions on reverse side prior to completing form. The form must be computer generated,typed or in black or blue ink. 1.Applicant Information 6. Use Of Well (check applicable boxes) Name of applicant Attach a detailed description of uses applied for. Gilbert James Bernal ❑ Industrial ❑ Dewatering System Malting address Municipal 0 Geothermal(production or reinjection) 23466 CR 55 City State Zip code O Irrigation lI Commercial 0 Other(describe): Kersey CO 80644 _ Telephone It(area code a number) E-mail(online filing required) 7.Well Data(proposed) 970-539-0106 Maximum pumping rate Annum amount to be withdrawn 2.Type Of Application (check applicable boxes) 5 gpm 1/3 acre-feet ❑Construct new well m Use existing well Total depth Aquifer ❑Replace existing well ❑ Change or increase use 47 feet alluvial _ ❑Change source(aquifer) 0 Reapplication(expired permit) 8. Land On Which Ground Water Will Be Used ❑COGCC Well O Other: Legal Description of Land(may be provided as an atMwmht): 3.Refer To(if applicable) Well penult o Water Court case a n/a 279207 Designated Basin Determination a Well name or a 4.Location Of Proposed Well County (If used for crop irrigation,attach a scaled map that shows irrigated area.) Weld NW 1/4 of the SW 1/4 A. aAcres B. Owner Section Township N or S Range E or W Principal Mandan 3 4 Ell ❑l 64 O E 6th C. List any other wens or water rights used on tits land: Distance of well from section lines(section lines are typically not property lines) 1809 Ftfrom❑N❑X S 806 FtfrorrOEoW For replacement wells only—distance anddredtion from old well to new well 9. Proposed Well Driller License#(optional): feet direction 10. Sign or Entered Name Of Applicant(s)Or Authorized Agent Well location address(Include City,State.tip) ❑Check if well address Is same as in Item 1. The making of false statements herein constitutes perjury in the second degree,which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104(13)(a). I have read the statements herein,know the contents thereof and state that they are true to my knowledge. Optional: GPS well location Information In UTM format You must check GPS unit for Sign Of enter )of person(s)submitting Date(mMddyyyy) required settings as Mows: Zia Farrel must be UKM ��/� If signing pod(else, rile /� oZoml2 au Zone 13 Easting /hoed (/s - � units must be Meters t T AJ...Laid( �I Datum must be NADs3 Northing Office Use Only unit must be set to true north unit checked for above?DYES USGS nap name DWR map no. Surface elev. Was GPS m Remember to set Datum to NAD83 5.Parcel On Which Well Will Be Located (PLEASE ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL) Receipt area only A. Legal Description(may be prodded as an attachment): 23378 CR 55, Kersey, CO 80644 B. a of acres In parcel C. Owner ADUAMAP 20 Gilbert James Bernal WE WR D. WA Otis be the only well on this parcel? ®a YES©NO(il no list other wells) CWCB TOPO E. State Parodine(optional): MYLAR 555 DIV WD BA MD 1053-03-3 RE 4461 ------ —— ---— --- -- ---------- Form No. OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg.,1313 Sherman St.,Denver,Colorado 80203 (303)866.3581 1397 WELL PERMIT NUMBER 279207 - APPLICANT DIV. 1 WD 1 DES. BASIN MD Lot: C Block: Filing: Subdlv:EXEMPTION 1053-03-3 RE-4461 APPROVED WELL LOCATION WELD COUNTY NW 1/4 SW 1/4 Section 3 GILBERT JAMES BERNAL Township 4 N Range 64 W Sixth P.M. 23466 CR 55 DISTANCES FROM SECTION LINES KERSEY, CO 80644- 1809 Ft.from South Section Line 806 Ft from West Section Line (970)539-0106 UTM COORDINATES(Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well 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 no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well 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 Rule 18. 3) Approved pursuant to CRS 37-92.602(3)(b)(ll)(A)as the only well on a residential site of 20 acres described as lot C, Recorded Exemption 1053-03-3 RE-4461,Weld County. 4) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling. The ground water shall not be used for Irrigation or other purposes. 5) The total depth of the well shall not exceed 47 feet or the depth to the first confining clay/shale series,whichever comes first. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The use of this permit hereby cancels permit no.278827. 8) The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system In which the well is located. 9) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE:To ensure a maximum productive life of this well,perforated casing shpuld be set through the entire producing interval of the approved zone or aquifer indicated above.S.U 14• 1 l I O v b r APPROVED • A BDH State Engin r By Receipt No.3634838 DATE ISSUED 11-06-2008 EXPIRATION TE 1 f- -2010 Preliminary Traffic Study Integrity Trucking LLC USR# This facility has approximately 25 day drivers(none of the drivers work on site). 3 super visors and 2 labors come to facility to be dispatched;they are only in yard for dispatch. The trucks leave the yard headed South on CR 55/2 mile to the corner of CR 50&CR 55.90%of the trucks will turn East on CR 50. 10%will turn to the South. HWY 34 is the main road way for trucks to reach job site. Employees start their work day at 7am and generally will work 10-12 hrs per day. All work is off site. Night crew of 6 drivers will arrive for shift at 7 pm and work 8-10 hrs per day.All work is off site. There is one day mechanic. His hours are 7am to 5pm.This is the only employee that stays on site. 2 supervisors are on duty Monday—Friday, and 1 weekend supervisor is employed. All three supervisors drive pickups. 1-2 labors are employed and they will vary their time from working on site and some work around shop/ yard area. Waste Management Plan Integrity Trucking LLC USR# Some used motor oil is used in the shop in an approved waste oil heater,and the remaining is hauled off by Raptor Company. Batteries are exchanged out by Hensley Battery,we do not store any used batteries on site. Scrape metal is taken by-monthly to Anderson Salvage. One 2 yard dumpster is picked up weekly by Northern Colorado Disposal Service. Dust Abatement Plan Integrity Trucking LLC USR# The drive way to the shop is also a Noble energy oil field lease road;the speed limit is set at 10 mph. The yard and parking lot areas have%" road base put down to lower the dust possibilities. Will put down water or mag chloride as needed. un" NI 88 cc 6 88 O W O n N '9 Pal P O i `¢ Aq _ bo �.r m .. Eua ¢ w E :a 8.2E1 w �j F n :rc o ¢ we:: $iiEc s a W C A LL o a w E H ?Tj d q O J o O. w u a v �Z 81 J < o o /� 'l z� 'ea X 1 o •H fr S°w s = ] Sj VLL 88 I< n `F m'of Egg rLL f,"" jo]T ( I gi8. zmo I // r yEa � fr " xa ':s wzi.,fre 4,y r <- 1 �f. a iraT,, : ,tin ��55 0077 �y Wr {!w;LAA. f.L 11J [a jvs z i t�4 cc ' rt *e t+ a aArbil "Al '` `�pf —rl I e� r re * 1 v U O .----------- I\ E I 0 \ 4 M\ Vj ico O ii' '% v REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# /$$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number y C `> a - ) 3 - - i(D 1 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or w,ww.coweldco.us) �`f Legal Description l �� Cpl CU? £C� , Section �, Township North, Range West rr�1 Zone District: , Total Acreage: V , Flood Plain: , Geological Hazard: Airport Overlay District: FEE OWNER(S))OF THE PROPERTY: Name: t- an d c � Di_ Q �L Work Phone# r%QC, 35Cn Y/r/R7 Home Phone# C)?.0••3OL',-ll ZS Email Y'Grt 0Lc_ _ h Q )c ha,. (4 1-1 Address: 3q(,. (r CO SS Address: der-5.t LA City/State/Zip Code Co IO rode 8C(zcl c( Name: - R �CilrnC7 Y%CP KIAL Work Phone# 99p.5(r, 44/87 Home Phone# rinfO-535OICA0 Email 'ckrncS _ LxrL$ uu/M0.CAgM Address: RCM lmr,'L (n70 Address: -144,&,- City/State/Zip Code JC*C*L-/C( 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/StatelZip Code PROPOSED USE: . 1 �Li C t , ��Ck c- r�i C\ A3 pct (Aid-A is o.Lin3 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the_signatory has to legal authority to sign for the corporation. ( fl.1-\r,te .2A)ai 7/R6/Jou SigjatGre: Owner or Authorized Agent Date Sig ature: Owner or Authorized Agent Dat k,SLAG a C 'R1s'.\,l 1� ALLES TAYLOR & DUKE, LLC 3610 35TH AVE. UNIT#6 A \ - LICENSED PROFESSIONAL ENGINEERS EVANS,80634 •G T D LICENSED PROFESSIONAL LAND SURVEYORS July 11, 2012 Subject: Historic Storm Water Flows Narrative Rande L. & Gilbert J Bernal Integrity Trucking 23378 WCR 55 Kersey, Colorado 80644 Dear Heidi Alles Taylor & Duke, LLC has been contracted to produce a portion of the required documentation for the required Use by Special Review (USR). A topographic site survey has been preformed and a copy of said survey has been attached to this drainage narrative. As requested a brief narrative of the existing storm water drainage patterns follows: 1. Off-Site Flows: from the Topographic Survey, there are no existing off site flows entering the subject site, see attached Topographic Survey. 2. Storm Water Flows leave the site on the eastern and southern sides of the site. The majority of the site is thy-land pasture. The area of the site that has been developed is located and is configured as a flag pole. All storm water flows leaving the developed site first cross the dry land pasture before leaving the property. 3. The storm water flows at the site flow from the north east to the south west at approximately 1.2%, see attached topographic survey. 4. From information obtained from the property owners and from the Topographic survey, no drainage problems exist on the site. From information obtained from the Weld County Public Works Department, Water Quality Capture Volumes (WQCV) shall be calculated and provided on the site for the existing development. The area the WQCV was calculated for is the developed area only and does not include the access drive. The area used in the WQCV calculations is 72,257 sf or ±1.659 AC. The imperviousness value obtained for the developed area is 0.38 or 38%, see attached computations. As outlined in the Urban Storm Drainage Criteria manual, the WQCV was calculated using the equation found on page SQ-24. The required WQCV obtained is 1,108 cf, see attached computations. The proposed WQCV pond has been designed and placed on the eastern side of the site. The proposed WQCV pond has been designed as a retention style pond and the WQCV will be percolated into the ground water. The existing site condition, sandy soils, is well drained and is assumed that the WQCV pond will drain within 72 hours after the end of storm events. If required a percolation test will be preformed at the site of the proposed WQCV pond. The design volume of the WQCV pond is 1,350 cf and 2012-073 ; Fc iEci.F.Vve�, 1 -i ALLES TAYLOR & DUKE, LLC 3610 35TH AVE. UNIT#6 A'T LICENSED PROFESSIONAL ENGINEERS EVANS,80634 3G D <- LICENSED PROFESSIONAL LAND SURVEYORS exceeds the required WQCV of 1,108 cf. The maximum depth of ponding is 2 feet and the maximum side slope of the WQCV pond is 4:1 as outlined in the Weld County Code. If you have any questions, please contact me at (970) 330-0308, Ext 1. linet: Respectfully submitted .;:by net:, 4,5/, :. Mark A. Taylor ` Colorado P.E. 46065 A'�"- �r 1, 'sat a O 2012-073 • Appendix A Percent Imperviousness Existing Site Area = 72257 ft2 Percent Imperviousness from Table RO-3 Existing Site Conditions Paved 0 ft2 Paved 1.0 Concrete 1106 ft2 Concrete 0.9 Gravel 56278 ft2 Gravel 0.4 Roofs 4182 ft2 Roofs 0.9 Lawns 0 ft2 Lawns 0.0 Open Space 10691 ft2 Open Space 0.02 Percent Imperviousness Existing = 0.38 =i Water Quality Capture Volume(WQCV) WQCV=a(0.9113-1.19i2+0.78i) Page SQ-24 for 40 hr Release a = 1 Required Storage=(WQCV/12)'Area Page SQ-24 Area = 72257 ft2 = 1.66 AC Required Storage= 0.025 AC-ft = 1108 ft3 Total Required Volume of Storage WQCV= 1108 ft3 Total Required Storage Volume =) 1108 ft' = 0.03 AC-ft Site Volume Table: Unadjusted• Cut Fill Net• tttt tttt tttt Method• • Site: PONDV• Stratum: pond toppond restofpond• 51 0 51 (C) Grid 5/ xa7 = / 377 (f OcxVX i (d aA4 S The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = NGSIDB , PROGRAM = datasheet95, VERSION = 7.89 1 National Geodetic Survey, Retrieval Date = JULY 6, 2012 LL1150 LL1150 DESIGNATION - F 414 LL1150 PID - LL1150 LL1150 STATE/COUNTY- CO/WELD LL1150 COUNTRY - US LL1150 USGS QUAD - KERSEY (1950) LL1150 LL1150 *CURRENT SURVEY CONTROL LL1150 LL1150* NAD 83 (2011) POSITION- 40 23 30.51982 (N) 104 33 34.34273 (W) ADJUSTED LL1150* NAD 83 (2011) ELLIP HT- 1386.880 (meters) (06/27/12) ADJUSTED LL1150* NAD 83 (2011) EPOCH - 2010.00 LL1150* NAVD 88 ORTHO HEIGHT - 1405.489 (meters) 4611.18 (feet) ADJUSTED LL1150 C1� I4441-‘ ti. lo V } 0•7Z LL1150 NAD 83 (2011) X - -1,223,164.755 (meters) COMP LL1150 NAD 83 (2011) Y - -4,709,432.917 (meters) COMP LL1150 NAD 83 (2011) Z - 4,112,115.993 (meters) COMP LL1150 LAPLACE CORR - -3.87 (seconds) DEFLEC09 LL1150 GEOID HEIGHT - -18.61 (meters) GEOID12 LL1150 DYNAMIC HEIGHT - 1404.298 (meters) 4607.27 (feet) COMP LL1150 MODELED GRAVITY - 979,729.3 (mgal) NAVD 88 LL1150 LL1150 VERT ORDER - FIRST CLASS II LL1150 LL1150 FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm) LL1150 Type Horiz Ellip Dist(km) LL1150 LL1150 NETWORK 1.19 2.12 LL1150 LL1150 MEDIAN LOCAL ACCURACY AND DIST (005 points) 1.16 2.02 8.53 LL1150 LL1150 NOTE: Click here for information on individual local accuracy LL1150 values and other accuracy information. LL1150 LL1150 LL1150.The horizontal coordinates were established by GPS observations LL1150.and adjusted by the National Geodetic Survey in June 2012. LL1150 LL1150.NAD 83 (2011) refers to NAD 83 coordinates where the reference LL1150.frame has been affixed to the stable North American tectonic plate. See LL1150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. LL1150 LL1150.The horizontal coordinates are valid at the epoch date displayed above LL1150.which is a decimal equivalence of Year/Month/Day. LL1150 LL1150.The orthometric height was determined by differential leveling and LL1150.adjusted in June 1991. LL1150 LL1150.Photographs are available for this station. LL1150 LL1150.The X, Y, and Z were computed from the position and the ellipsoidal ht. LL1150 LL1150.The Laplace correction was computed from DEFLEC09 derived deflections. LL1150 LL1150.The ellipsoidal height was determined by GPS observations LL1150.and is referenced to NAD 83. LL1150 LL1150.The dynamic height is computed by dividing the NAVD 88 LL1150.geopotential number by the normal gravity value computed on the LL1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LL1150.degrees latitude (g = 980.6199 gals. ) . LL1150 LL1150.The modeled gravity was interpolated from observed gravity values. LL1150 LL1150. The following values were computed from the NAD 83 (2011) position. LL1150 LL1150; North East Units Scale Factor Converg. LL1150;SPC CO N - 422,748.177 994,245.774 MT 0.99995987 +0 36 27.6 LL1150;SPC CO N - 1,386, 966.31 3,261,954.68 sFT 0.99995987 +0 36 27.6 LL1150;UTM 13 - 4,471,339.001 537,381.853 MT 0.99961720 +0 17 07.5 LL1150 LL1150! - Elev Factor x Scale Factor = Combined Factor LL1150!SPC CO N - 0.99978249 x 0.99995987 = 0.99974236 LL1150!UTM 13 - 0.99978249 x 0.99961720 = 0.99939977 • LL1150 LL1150 SUPERSEDED SURVEY CONTROL LL1150 LL1150 NAD 83 (2007) - 40 23 30.51976 (N) 104 33 34.34321 (W) AD( 0 LL1150 ELLIP H (02/10/07) 1386.907 (m) GP( LL1150 NAD 83 (1992) - 40 23 30.51970(N) 104 33 34.34322 (W) AD( ) 1 LL1150 ELLIP H (10/01/04) 1386.908 (m) GP( ) 4 1 LL1150 ELLIP H (10/21/02) 1386.891 (m) GP( ) 5 1 LL1150 NAD 83 (1992) - 40 23 30.51906 (N) 104 33 34.34309 (W) AD( 1 LL1150 ELLIP H (06/30/00) 1386.913 (m) GP( ) 1 1 LL1150 NAD 83 (1992) - 40 23 30.51930(N) 104 33 34.34263 (W) AD( ) 1 LL1150 ELLIP H (02/12/98) 1386.959 (m) GP( ) 3 2 LL1150 NAD 83 (1992) - 40 23 30.52564 (N) 104 33 34.34779(W) AD( 1 LL1150 ELLIP H (01/07/93) 1387.221 (m) GP( ) 4 2 LL1150 NAD 83 (1986) - 40 23 30.51073 (N) 104 33 34.35145 (W) AD( ) 1 LL1150 LL1150.Superseded values are not recommended for survey control. LL1150 LL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LL1150.See file dsdata.txt to determine how the superseded data were derived. LL1150 LL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3738171339(NAD 83) LL1150 LL1150_MARKER: I = METAL ROD LL1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LL1150_SP_SET: STAINLESS STEEL ROD LL1150_STAMPING: F 414 1984 LL1150_MARK LOGO: NGS LL1150_PROJECTION: RECESSED 6 CENTIMETERS LL1150_MAGNETIC: I = MARKER IS A STEEL ROD LL1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LL1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LL1150+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2009 LL1150_ROD/PIPE-DEPTH: 20.8 meters LL1150 LL1150 HISTORY - Date Condition Report By LL1150 HISTORY - 1984 MONUMENTED NGS LL1150 HISTORY - 1986 GOOD NGS LL1150 HISTORY - 19960125 GOOD MSAM LL1150 HISTORY - 19990415 GOOD NGS LL1150 HISTORY - 20020815 GOOD MSAM LL1150 HISTORY - 20090321 GOOD NGS LL1150 LL1150 STATION DESCRIPTION LL1150 LL1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LL1150'IN KERSEY. LL1150'IN KERSEY, AT THE INTERSECTION OF U.S. HIGHWAY 34 (HILL STREET) AND LL1150 '5TH STREET, AT THE NORTHWEST CORNER OF THE KERSEY ELEMENTARY SCHOOL LL1150'ATHELTIC FIELD, 29.0 M (95.1 FT) SOUTH OF THE CENTERLINE OF THE LL1150'HIGHWAY, 14.7 M (48.2 FT) SOUTH OF A FENCE CORNER, 13.8 M (45.3 FT) LL1150'EAST OF THE CENTER OF THE STREET, 2.0 M (6.6 FT) SOUTH OF A UTILITY LL1150'POLE, AND 0.7 M (2 .3 FT) WEST OF A FENCE. NOTE--ACCESS TO DATUM LL1150'POINT IS HAD THROUGH A 5-INCH LOGO CAP. LL1150'THE MARK IS 0.3 METERS N FROM A WITNESS POST LL1150'THE MARK IS 1.6 M BELOW THE HIGHWAY. LL1150 LL1150 STATION RECOVERY (1986) LL1150 LL1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG) LL1150'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI) LL1150'NORTHEAST OF PLATTEVILLE, LL1150'11.3 KM (7 MI) EAST OF GREELEY, AND LL1150'IN THE TOWN OF KERSEY. LL1150'OWNERSHIP--CITY RIGHT-OF-WAY. LL1150' LL1150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND LL1150'STATE HIGHWAY 37 IN KERSEY, GO EAST FOR 0.4 KM (0.25 MI) ON HIGHWAY LL1150'34 TO THE STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION. LL1150' LL1150'THE STATION IS A STANDARD NGS STAINLESS STEEL ROD SET IN A PIPE LL1150'FLUSH WITH THE GROUND WITH ACCESS THROUGH A 5-INCH LOGO CAP. LL1150'STAMPED---F 414 1984---, LL1150'SET INTO THE GROUND. LL1150'28.8 METERS (94.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, LL1150'19.2 METERS (63.0 FT) NORTH FROM THE CENTER OF THE GATE TO THE LL1150'PLAYGROUND, LL1150'14.7 METERS (48.2 FT) SOUTH FROM THE NORTHWEST CORNER OF THE LL1150'PLAYGROUND, LL1150'14.5 METERS (47.6 FT) EAST FROM THE CENTERLINE OF 5TH STREET, LL1150'1.3 METERS (4.3 FT) SOUTH FROM A POWER POLE, LL1150'0.7 METERS (2 .3 FT) WEST FROM A SIX-FOOT CHAIN LINK FENCE, AND LL1150'0.3 METERS (1.0 FT) NORTH FROM A WITNESS POST. LL1150' LL1150'DESCRIBED BY R.S. COHEN. LL1150 LL1150 STATION RECOVERY (1996) LL1150 LL1150'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC) LL1150'THE STATION IS LOCATED IN THE TOWN OF KERSEY, IN THE NORTHWEST 1/4 OF LL1150'SECTION 21, T 6 N, R 64 W, AT U. S. HIGHWAY 34 MILEPOST 119.4. LL1150'OWNERSHIP--TOWN OF KERSEY ROAD RIGHT-OF-WAY TO REACH THE STATION IN LL1150'KERSEY, GO TO OLD HIGHWAY 34 (HILL STREET) AND 5TH STREET, AT THE LL1150'NORTHWEST CORNER OF THE KERSEY ELEMENTARY SCHOOL ATHLETIC FIELD LL1150'OUTSIDE THE FENCE. THE STATION IS 0.4 KM (0.25 MI) EAST ON BUSINESS LL1150'U. S. HIGHWAY 34 FROM THE INTERSECTION OF STATE HIGHWAY 37 THE MARK LL1150'IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO LL1150'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A LL1150'CONCRETE COLLAR, RECESSED 6 CM BELOW GROUND. IT IS 28.8 M (94.5 FT) LL1150'SOUTH OF THE CENTERLINE OF BUSINESS U. S. HIGHWAY 34 (HILL STREET) , LL1150'19.2 M (63.0 FT) NORTH FROM THE CENTER OF THE GATE TO THE PLAYGROUND, LL1150'14.7 M (48.2 FT) SOUTH FROM THE NORTHWEST CORNER OF THE PLAYGROUND, LL1150'14.5 M (47.6 FT) EAST FROM THE CENTERLINE OF 5TH STREET, 1.3 M (4.3 LL1150'FT) SOUTH OF A POWER POLE, 0.7 M (2.3 FT) WEST OF A 6-FOOT CHAIN LINK LL1150'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND ABOUT 1.2 M (3.9 FT) LL1150'BELOW HILL STREET. LL1150 LL1150 STATION RECOVERY (1999) LL1150 LL1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC) LL1150'RECOVERED AS DESCRIBED. LL1150 LL1150 STATION RECOVERY (2002) LL1150 LL1150'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH) LL1150'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH) LL1150'RECOVERED AS DESCRIBED. LL1150 LL1150 STATION RECOVERY (2009) LL1150 LL1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (DW) LL1150'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:02 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = NGSIDB , PROGRAM = datasheet95, VERSION = 7.89 1 National Geodetic Survey, Retrieval Date = JULY 6, 2012 LL1155 *********************************************************************** LL1155 DESIGNATION - J 414 LL1155 PID - LL1155 LL1155 STATE/COUNTY- CO/WELD LL1155 COUNTRY - US LL1155 USGS QUAD - HARDIN (1978) LL1155 LL1155 *CURRENT SURVEY CONTROL LL1155 LL1155* NAD 83 (2011) POSITION- 40 21 07.98755 (N) 104 28 09.50244(W) ADJUSTED LL1155* NAD 83 (2011) ELLIP HT- 1378.257 (meters) (06/27/12) ADJUSTED LL1155* NAD 83 (2011) EPOCH - 2010.00 ,119 LL1155* NAVD 88 ORTHO HEIGHT - 1397.040 (meters) 4583.46 (feet) ADJUSTED LL1155 LL1155 NAD 83 (2011) X - -1,216,456.553 (meters) COMP LL1155 NAD 83 (2011) Y - -4,714,105.072 (meters) COMP LL1155 NAD 83 (2011) Z - 4,108,760.261 (meters) COMP LL1155 LAPLACE CORR - -3.25 (seconds) DEFLEC09 LL1155 GEOID HEIGHT - -18.79 (meters) GEOID12 LL1155 DYNAMIC HEIGHT - 1395.860 (meters) 4579.58 (feet) COMP LL1155 MODELED GRAVITY - 979,732.9 (mgal) NAVD 88 LL1155 LL1155 VERT ORDER - FIRST CLASS II LL1155 LL1155 FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm) LL1155 Type Horiz Ellip Dist(km) LL1155 LL1155 NETWORK 1.94 4.57 LL1155 LL1155 MEDIAN LOCAL ACCURACY AND DIST (002 points) 1.92 4.42 8.29 LL1155 LL1155 NOTE: Click here for information on individual local accuracy LL1155 values and other accuracy information. LL1155 LL1155 LL1155.The horizontal coordinates were established by GPS observations LL1155.and adjusted by the National Geodetic Survey in June 2012. LL1155 LL1155.NAD 83 (2011) refers to NAD 83 coordinates where the reference LL1155.frame has been affixed to the stable North American tectonic plate. See LL1155.www.ngs.noaa.gov/web/surveys/NA2011 for more information. LL1155 LL1155.The horizontal coordinates are valid at the epoch date displayed above LL1155.which is a decimal equivalence of Year/Month/Day. LL1155 LL1155.The orthometric height was determined by differential leveling and LL1155.adjusted in June 1991. LL1155 LL1155.The X, Y, and Z were computed from the position and the ellipsoidal ht. LL1155 LL1155.The Laplace correction was computed from DEFLEC09 derived deflections. LL1155 LL1155.The ellipsoidal height was determined by GPS observations LL1155.and is referenced to NAD 83. LL1155 LL1155.The dynamic height is computed by dividing the NAVD 88 LL1155.geopotential number by the normal gravity value computed on the LL1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LL1155.degrees latitude (g = 980.6199 gals. ) . LL1155 LL1155.The modeled gravity was interpolated from observed gravity values. LL1155 LL1155. The following values were computed from the NAD 83 (2011) position. LL1155 LL1155; North East Units Scale Factor Converg. LL1155;SPC CO N - 418,437.399 1, 001,957.249 MT 0.99995841 +0 39 57.5 LL1155;SPC CO N - 1,372,823.37 3,287,254.74 sFT 0.99995841 +0 39 57.5 LL1155;UTM 13 - 4,466,986.388 545,066.360 MT 0.99962500 +0 20 37.0 LL1155 LL1155! - Elev Factor x Scale Factor = Combined Factor LL1155!SPC CO N - 0.99978384 x 0.99995841 = 0.99974226 LL1155!UTM 13 - 0.99978384 x 0.99962500 = 0.99940892 LL1155 LL1155 SUPERSEDED SURVEY CONTROL LL1155 LL1155 NAD 83 (2007) - 40 21 07.98751 (N) 104 28 09.50294 (W) AD( ) 0 LL1155 ELLIP H (02/10/07) 1378.278 (m) GP( LL1155 ELLIP H (12/03/02) 1378.304 (m) GP( ) 4 2 LL1155 NAD 83 (1992)- 40 21 07.98695 (N) 104 28 09.50235 (W) AD( ) 1 LL1155 ELLIP H (02/12/98) 1378.348 (m) GP( ) 3 2 LL1155 LL1155.Superseded values are not recommended for survey control. LL1155 LL1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LL1155.See file dsdata.txt to determine how the superseded data were derived. LL1155 LL1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4506666986 (NAD 83) LL1155 LL1155_MARKER: I = METAL ROD LL1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LL1155_SP_SET: STAINLESS STEEL ROD LL1155_STAMPING: J 414 1984 LL1155_MARK LOGO: NGS LL1155_PROJECTION: FLUSH LL1155_MAGNETIC: I = MARKER IS A STEEL ROD LL1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LL1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LL1155+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996 LL1155_ROD/PIPE-DEPTH: 11.0 meters LL1155 LL1155 HISTORY - Date Condition Report By LL1155 HISTORY - 1984 MONUNENTED NGS LL1155 HISTORY - 19960124 GOOD MSAM LL1155 LL1155 STATION DESCRIPTION LL1155 LL1155 'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 LL1155 '19.9 KM (12.35 MI) EAST FROM GREELEY. LL1155 '19.9 KM (12.35 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION LL1155'WITH U.S. HIGHWAY 85 IN GREELEY, 15.7 M (51.5 FT) NORTHEAST OF THE LL1155 'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTHEAST OF THE CENTER LL1155'OF COUNTY ROAD 63, AND 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE LL1155'WITN A GUY WIRE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LL1155'LOGO CAP. LL1155'THE MARK IS 0.3 METERS W FROM A WITNESS POST LL1155'THE MARK IS 0.9 M BELOW THE HIGHWAY. LL1155 LL1155 STATION RECOVERY (1996) LL1155 LL1155'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (JS) LL1155'THE STATION IS LOCATED ABOUT 12 .35 MI (19.87 KM) EAST OF GREELEY, IN LL1155'THE SOUTHWEST 1/4 OF SECTION 32, T 5 N, R 63 W, AT U. S. HIGHWAY 34 LL1155'MILEPOST EASTBOUND 125.55 OR WESTBOUND 125.3. OWNERSHIP-- COLORADO LL1155 'DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE LL1155 'INTERSECTION OF U. S. HIGHWAY 34 AND U. S. HIGHWAY 85 IN GREELEY, LL1155'GO EASTERLY ON U. S. HIGHWAY 34 FOR 12 .35 MI (19.87 KM) TO THE LL1155 'STATION ON THE LEFT THE MARK IS A PUNCH HOLE, TOP CENTER ON A LL1155'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE LL1155 'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. LL1155'IT IS 15.7 M (51.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, LL1155'12.0 M (39.4 FT) SOUTHEAST OF THE CENTER OF COUNTY ROAD 63, 1.1 M (3.6 LL1155'FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M (1.0 FT) WEST LL1155'OF A WITNESS POST AND ABOUT 0.9 M (3.0 FT) BELOW THE HIGHWAY. *** retrieval complete. Elapsed Time = 00:00:02 Hello