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Home My WebLink About20250835.tiffi Vicinity Map N re S ' SS SS imp _ INIF INN _. SITE i team! a Ilan Sr U MPPm NIP CR 6 __ i i a moimp IS a r iRit � t i aailaBle _ CR 62.57-1 ave o ire I� i USRs within one mile USR22-0013 Et SOLAR ENERGY FAC IL ITY r es i Mil WW i SUP 135 DAIRY 100► COWS S USR14-002'1 1/4J NON -1041 II PE MAJ FAC-16 INCH PIPE gm a 7 t_l 1 roe USR18-0056 iu SITE >12 INCH HIGH PRESSURE NAT, GAS" " I USR-140 1 PORTABLE_RESTROOhIlaaa+B.-- + 1 CR 66 a la le USR18e0077 NON -1041 MAJOR _ FACILITY- PIPE 2MUSR19-11-1193 MINERAL RESOURCE D EV. FAC . N N 1 U SR 11:0024 NON -1041 MAJOR FAC. >10" PIPE U SR 15-'005 7 CR 62 VEHICLE STORAGE, LANDSCAPE EQ U i _ Was as s tal f — LO IC) USR18-0040_ SUP -142 SOLAR FEED LOT FACILITY 400 CATTLE imp gm Mg Satin elp a is a ins a ai IMI al MP a ME IS la OW USR13-0006 NON -1041 MAJOR FACILITY A VW _ a Or., WW VW r! ..- w, - r>f 'SAW eme -a _ SUP -163 FEED LOT 35, 000 CATTLE USR-1594 WASTE WATER TREATMENT FAC. suP-»o �I FEED LOT 24.000 CATTLE 1� CR 62.6 to Ct Le\ FT.JSR TRACTO PARR 1ms 9nn sea a ■I s WELD COUNTY, CO Soil map Table Farmland Classification (Farmland Classification) Map unit symbol Map unit name mating Acres in AOI Percent of AOI 1 Altwan loam, 0 to 1 percent slopes Not prime farmland 13.0 9.2% 20 Colombo clay loam, 1 to 3 percent slopes Prime farmland if irrigated 0.0 0.0% 21 aacono clay percent slopes loam, 0 to 1 Prime farmland if irrigated 0.8 0.6% 26 Haverson loam, 1 to 3 percent slopes Prime farmland irrigated if 14.5 10.3% 41 Nunn clay loam, 0 to 1 percent slopes Prime farmland if irrigated 89.1 63.2% 51 Otero sandy loam, 1 to 3 percent slopes Prime farmland if irrigated and the product of I (soil erodibility) x C (climate factor) does not exceed 60 20.3 14.4% 52 Otero sandy loam, 3 to 5 percent slopes Farmland importance of statewide 3.4 2.4% Totals for Area of Interest 141.1 100.0% 11107akdieSS ,i lC iMMI rr —earl= e raWIF5ree. r a Is.o. 'it' " a•i_.mmr a• Y • ^ATMIMr r rir- 4 _asiallISelm- _ ,� d maw R'64 iii w am imp s r rs s la r Ile r aiS iel iy all a:. i -nertintawes• eta ahilliLS-da. i kineWha- "4:40P7 a " AP aide 0100111 • elair SSW - �r ier-w tar:. s J N twprrit lay laaballe r r r w NM =I i IS i i i fin 1 _ 1 1 r Footprint of the SEF GIIIIIIIIS 500 foot buffer .44}y --11714, '- - •,. a a. ea•� • s�.1-1 ' :Iet �r 1- 25A- ae� cis, a L lIII 6, I�I •� \�..\r`r sew wi J$ViS � l� y IuI . 1 POY • - ,,,�`,��y�r r� �ilo11la1 � 111111111111111 ymes •s« P.. _Y ass ass.. TEMPOriARr PAIVI4G CURING ONISTROC OI• Footprint of the SEF • Layout Comparison 9 �q TRANSPORMEM Original submittal (blue/yellow) 2nd submittal moved north Yellow highlight shows the panels to be moved to be more than 500 feet distant from the southern property owner. r' 2aN 1 is k\."-S_I ,) EQUI PM ENT PADS 41) INVERMA (TYP. ) •>_..aal. .•_ _. CRATE REFER TO DE11S-6 111.41 Lel re.la ass ,..0....* . r 4... She* %PM •ti -- wee es a • of w s• Weir Zoe. s %Nes Ph al I iss411 •er aa• es la •••-• a i. v ' s • r lont .ami, a• ..s �— + I. • _Ike. 1� bartJr� ]v, • ♦ iimmi,� • ` • le -t' i7 11,-- tr. at •. * .. Q A I Ant/ -0— a�• � rrr.=se•i _..ams.. I aw • Ara-_a-aisaa_ .►__ate !o' O Ira �i r • .-- rte? '�` • . vs.‘ es. x. - .. rav IN I irk isaankil Sissk lar 1783 J� t ISiA j=kt Salt y Stop tf , T She EQUIPMENT PAD a ;ATE REFER TO DETAIL 115-6 NS,FORMER -� 1ER (TYP.) Tn.? I 0 (N) TAN --` s- • (N) EQlllPLIbiT PAO tite IM IIWE.R� ,TYP.I • GATE REFER To ---- DETAIL 1/S4 0 a.:17•11!" far . !y• • t1P 1N! .y •..a • SIM vw atl.ny =nags as pna At al NU 1[ a t r 4Y• za• as -a. \.! r I 11-1DTErio R.': halal .1•_ — .sR s .tip. i• ' -•kN . % -^\> ti m g I as .wa . rr..erras • Original \ `\N\ \ t • • • X‘ ` \ N T\% \ \ •�� \ ® \• \ • \\\�••\ • • \• (E) C3AS LINE 17. 41 a s -S TEMPORARY PARKING DMING CONSTRUCTION • Xr toCr 1'983 2nd submittal __ w�\� aIIDcMr.or AEG. N8. 1783, _ TDAPORARY PA.:DUNG WRING CONSTRUCTION 1 ass saw amens tag" Era•i v i f• • JII l SOIL TYPE LINE _ • a or`i-a- : � WELD COUNTY, CO 44 Layout Comparison 2nd submittal (green/yellow) 3r° submittal (black/pink) Yellow highlight shows the panels to be removed and the pink highlight shows the panels and road to be added. mAik. ORS 5-5 w reN' PAD 1 r • L • 26 4 • 0 a TO e.•• �l Int-ES_0.10D .NS VS 'ri 4W IDS:. %Se ••• Say w i_ • %IP! M ewe - '^` i r411 *- a • 1• odd....dIbudr %fr - altdr"mil ' - • lb e eliraj `.�'� - • • M - td. I'M... a. i ! R! • F tk- Slug. 10 GAS UNE ., 1 tli \kr 111111 I 11 11111 11111 aniall \tit a see er rf�� Tea Z ��ador Sr • • �N 1111 i r,k'N'rl . \ a e i - __e— • ' t4 1 k - ve7:1 i *SiR /r sp40 as err SINS art siMENS 23 t ► 1 Aso lit t IP 44'�• , ' w.: - 'clef j' s•v �•w► a tar at sr e • Age p• .ree let r_! is. rows,... .wl ltr ar v +s is .. , lees. v#ORMER ter', 2 ,. IIP TENT Pap O LAMA (TYP.) MESAS a 0 at - ROTA TO TAIL 1r'S.S • w w s. .as w Ss ,} 0 fib'• r. v Was do .t+. Vi stNSFORPTER S -S I APMENT PAD \- Q VERTER (TYP } —„1/4 •��_ b - rbtr J i ATE t+tTO DETAIL /S-0 •dit.t; w wrs. Of ad ' aka ”ors: .enn:l, ,.4 . • `r* i.n sr leStraeS Mow i I taiY Sr 1Y Ur aka l • .' T • I• -Q. r .,` _~ -N ''%%.�� less__ SSW -IMISSMI Ot "It..err-ha • ray -. • .N�n R1• . 1 � ii .i + Y r _ 41%1 ^-...i• 1.•• are on i..Y \ �' • awe game Is lased i i 1 2nd submittal 01 . CiA.S LINE ' \` • N,_ t 1 �-�--? �. �1 add as% •� 31 3' �r auia a doe 1 `DAP R AR ■ PARKtiG Jp. I 1 Ar 1 • SOI ...r. • �� orb -..b .. q 1 3rd submittal • !IF a4-...i• r IM.SWANS SMOI oat Y •dd.h•..�w Aunt*. efas.WII • TEMPORARY PARKING DURING CONSTRUCTION MO a • aria OM ones at Site Plan Overview •. iVACY SLATS a .f } r.• r �•r ti B (N0 TRANSFORMER r (N) EQUIPMENT PAD 28 (N) INVERTER mrP.a 1 . Via _ .;,-tif, .Z. It' � t ea a A - s mA•i/..IINIr.�w Ilmaa Sala 0 0 GATE REFER TO DETAIL t /S-8 n • .• •�.+ • is+" lv.Y hr Fa to as _1 ale v�7 :e • Ala W . r Ulm** r' OAFS ar! �- *pm -� Os • . w .4--•r0 r ta, M 1 023 i it 1NVPLATTED OWNER: DC P MIDSTREAM LP PANEL NO. 0201300=02 & 080130000037 w>.ss�,i�sv •-sue 1 la Ima 11111111111I1111111111111u 11111111111,11111111111I �iv I' �. CC \I` et\N% ses\ w. • a.AM o......... .- .^. a.as SITE ENTRANCE naves • small See -> t*ate one sr 'Saar .-J r aa oGIP er •w trate W 1 f-- NORTH TUNE OF CARSON PROPERTY t r sS• p•IWO _ a �•�r - - - '' r as sat ar - — - • M jp• r • 50► PIPEUNE EASEMENT & RIGHT-OF-WAY G RA REC. NO, 4482073 e� ►1 newt •N 30' iT-OF-'WAY GRANT REC. MD. 4519738 -. \ 32 i I l <- �/-416.111•04111" 1.•• si a ti i •%, _ l50' PIFIEUNE EASEMENT ••• r ao REC. NO. 4427540 9 N. 1�— ti a L••••• 2o 74 20 SETBACK FROM PROPERTY UNE (BOTH SDI PROPERTY UNE (TYP.) r i 1 S©!L TYPE UNE • • J/\ County Road 64 utlintwvn r r -a at Sri ear •rise �1 ge e IiMm eat to par' • K i 4971664 Pages: 1 of 2 07/17/2024 04:29 PM R Fee:$23.00 Carly Koppes, Clerk and Recorder, Weld County , CO III Igilitritfrik:141 1Ili 111111 FAMILY FARM DIVISION NO. FFD24 0011 LOCATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO Count Notes: 1) The purpose of this Family Farm Division, r7D24—OO1 1, is a one—time only land division to create a separate, buildable lot to support a family farm or ranch. 2) No lot may be amended or divided except in accordance with Chapter 24 of the Weld County Code, as amended. 3) Any future uses or structures on site must obtain the appropriate zoning and building permits. 4) I proposed or existing structures will or do meet the minimum setback and offset requirements for the zone district in which the property is located. Pursuant to the definition of setback in the Weld County Code, the required setback is measured from the future right—of—way line. 5) The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to Chapter 15, Article I and II, of the Weld County Code. 6) The historical flow patterns and runoff amounts will be maintained on the site. 7) This application is proposing a well as its source of water. The applicant should be made aware that while the may Y be able to obtain a well permit from the Office of the State Engineer, Division of Water Resources, the quantity of water available for usage may be limited to specific uses, i.e., domestic use only, etc. Also, the applicant should be made aware that groundwater may not meet all drinking water standards as defined by the Colorado FFD24—OO11 I Carson Page 4 of 6 Department of Public Health and Environment. We strongly encourage the applicant to test their drinking water prior to consumption and periodically test it over time. 8) When a residence is constructed, a Weld County On —site Wastewater Treatment System Permit is required and shall be installed according to the Weld County On —site Wastewater Treatment System Regulations. 9) Flood Hazard Development Permit is required for all construction or development occurring in the floodplain or f loodway as delineated on Federal Emergency Management Agency (FEMA) FIRM Community Panel Map O8123CO-1575F, November 30, 2023. Any development shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 6O, and 65. The FEMA definition of development is any man—made change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of equipment and materials. 10) FEMA's f loodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities, the owner should contact Weld County to determine if the f loodplain boundaries have been modified. 1 1) All buildings shall comply with the setback from oil and gas wells per Section 23-4-7OO, as amended. 12) Building permits may be required, for any new construction, set up of manufactured structures, or change of use of existing buildings per Section 29-3-10 of the Weld County Code. Buildings and structures shall conform to the requirements of the various codes adopted at the time of permit application. Currently the following has been adopted by Weld County: 2018 International Building Codes, 2O18 International Energy Code, 2020 National Electrical Code, and Chapter 29 of the Weld County Code. A Building Permit Application must be completed and two (2) complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A Geotechnical Engineering Report, performed by a Colorado registered engineer, shall be required or an Open Hole Inspection. A building permit must be issued prior to the start of construction. 13) Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County Facility Fee, County —Wide Road Impact Fee, and Drainage Impact Fee Programs. 14) Priorto the release of building permits, the applicant shall submit a recorded deed describing the Lot upon which the building permit is requested. The legal description on such deed shall include the Lot designation and Family Farm Division number. 15) Prior to the release of building permits on Lot B, the applicant shall submit evidence to the Department of Planning Services the lot has an adequate water supply of sufficient quality, quantity and dependability. 16) Property owners are hereby notified that Lots A and B of the Family Farm Division are located within the A —P (Airport) Overlay District. All construction shall be required to comply with Chapter 23, Article VI, Division 1 of the Weld County Code, as amended. SURVEYOR NOTES: 1) All references to books, pages, maps and reception numbers are public documents on file at the Clerk and Recorders Office of Weld County, State of Colorado unless stated otherwise. 2) NOTICE: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon (13-80-105 C.R.S.). Alles Taylor & Duke, LLC and/or Scott L. Ducommun will not be liable for more than the cost of this survey and then only to the Client specifically shown hereon or in our file by signed authorization. Acceptance and/or use of this instrument for any purpose constitutes agreement by the client to all terms stated hereon. 3) BASIS OF BEARINGS: The Bearing of NORTH OO'44'15" WEST between the East Quarter (E. 1/4) Corner of Section 30 (monumented with a #6 rebar with a 3-1/4" aluminum cap LS 10855 in a range box) and the Southeast (SE.) Corner of Section 30 (monumented with a #6 rebar with a 2-1/2" aluminum cap LS 2O671 in a range box) is assumed. 4) All known easements and/or rights —of —way, have been shown on this plat. The easements and or rights —of —way which are shown hereon may not be complete, are based on general information, and are to be used only in this context. 5) THE LONE TREE DITCH: The property pins were set on the 30.00 foot Northerly Right—of—way line perpendicular to the centerline for the shared boundary line of LOT A & LOT B. 6) Buildable area meets the minimum Weld County Code set back requirements fora ditch and easements. SURVEYOR'S CERTIFICATE: I, Scott L. Ducommun, a Registered Professional Land Surveyor in the State of Colorado, do hereby certify that the survey represented by this plat was made under my personal supervision and checking. 1 further certify that the survey and this plat comply with all applicable rules, regulations and laws of the State of Colorado, State Board of Registration for Professional Engineers and Professional Land Surveyors, and Weld County. Scott L. Ducommun, L.S. 37O41 For and on behalf of Alles Taylor & Duke, LLC Job No. 2O24 —014 DATE: 11 TW-744,2* �7,„6„‘kee. �RI?O // � Q. 0pc „„ c2 � . �� ' Q � e,.% tiA^a t .s#' Q c� '.sue a � � I; v CI _ t, =TS Cali 7O41 I _ 2- „- {- se t� ` /, i6;,,u/r od�• �tea9 ,.` Q0 6 git ''4 L L At 0c46 liaaillin 1�,.:�2 a �.� T. 6 N. W.C.R. 66 T-- W.C.R. 64 LOT A VICINITY MAP 1" = 2000' HISTORY OF LAND DIVISIONS W.C.R. 66 -CT= i W.C.R. 64 I I - -I AREAS (GROSS) LOT A LOT B TOTAL 5.833 ± ACRES 65.360 ± ACRES 71.193 ± ACRES (1) RAILROAD: A portion of the N/2 N/2 of the SE/4 of Section 30. REC. No. 147864, Dated 11/30/1909 (2) UHRICH: The SE/4 of Section 30, excepting the Railroad parcel. REC. No. 3205743, Dated 08/04/2004 (3) UHRICH: The S/2 SE/4 (a) RE -3801, REC. No. 3205744, Dated 08/04/2004 (b) CHRISTIANSON Rec. No. 3212106, Dated 08/05/2004 (4) CARSON: (a) The N/2 SE/4 excepting the Railroad parcel. Rec. No. 4822153, Dated 04/27/2022 (b) This FFD24-0011. PROPERTY OWNERS' CERTIFICATE (We), the undersigned, being sole owners in fee of the the property as laid out in this plat, and dedicated all easements the the benefit of Weld County and the fee owners of any Lot or f(fit-t- Donald E. Carson State of Colorado County of Weld ice M. Carson The foregoing certificate was acknowledged before BY: Donald E. Carson and Janice M. Carson Notary Public: c above —described P ro P e rty, do hereby SU bdivide described and/or depicted herein for parcel created by this plat. me this day of were presently before me. �#'`_279*• "��atZe-elAy Commission Expires: Witness my Hand and Seal: , 2O24 FEOCIA A ALLES-MAGcc. NOTARY PUBLIC STATE OF COLORADO !VOTARY ID 20154039283 MY COMMiSSM EXPIRES JANUARY 2, 2024 DEPARTMENT OF PLANNING SERVICES - ADMINISTRATIVE REVIEW CERTIFICATE OF APPROVAL: This Family Farm Division plat is accepted and approved by the Department of Planning Services for filing. • DirectoDepartment of Pia '` ng Services State of Colorado) )ss County of Weld The foregoing certification was acknowledged before me this day of 2024, My commission expires: —N Witness my hand and seal Notary Public NOME RANSLEM NOTARY PUBLIC S'A'LE OF COLORADO NOTARY ID 20124034827 MY COMMISSION EXPIRES JUNE 05, 2028 LEGAL DESCRIPTION PRIOR TO FFD24-0011: The N. 1/2 SE. 1/4 of Section 30, T.6 North, Range 64 West of the 6th P.M., County of Weld, State of Colorado, EXCEPT that parcel contained in the Quitclaim Deed recorded May 24, 1984 at Reception No. 1968O43. Said Legal Description is within the Deed recorded at Reception No. 4822153, Dated April 27, 2022. LOT A PROPERTY DESCRIPTION: A parcel of land being located in the North half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section 30, Township 6 North, Range 64 West of the 6th Principal Meridian, County of Weld, State of Colorado, and being more particularly described as follows: BEGINNING at the Southeast (SE.) Corner of said Section 30 and considering the East line of the Southeast Quarter (SE. 1/4) of said Section 30 as bearing NORTH 00'44'15" WEST with all bearings contained herein and relative thereto: THENCE NORTH 00'44915" WEST along the East line of the Southwest Quarter of said Section 30, 1317.70 feet to the South One —Sixteenth (S. 1/16th) Corner on the East line of said Section 30; THENCE NORTH 00'44'159' WEST continuing along the East line of the Southwest Quarter of said Section 30, 425.31 feet to the centerline of the Lone Tree Ditch as recorded at Book 289 on Page 250 dated 26th December 1908, said point also being the TRUE POINT OF BEGINNING; THENCE NORTH 00'44'15" WEST continuing along the East line of the Southwest Quarter of said Section 30, 740.68 feet to a point WHENCE the East Quarter (E. 1/4) corner of said Section 30 bears NORTH 00.44915" WEST, 151.70 feet, said point also being on the South Right—of—way line of Special Warranty Deed as described at Reception No. 2074586, Recorded on 24th October 1986 in the office of the Weld County Clerk and Recorder; THENCE SOUTH 89'O8'42" WEST along the South Right—of—way line of said Special Warranty Deed, 700.72 feet to a point on the centerline of said Lone Tree Ditch; THENCE along said centerline of Lone Tree Ditch the following ten (10) courses; (1) THENCE, SOUTH 46'32'29" EAST, 243.59 feet to a tangent curve concave to the right having a central angle of O7'38'O3", a Radius of 1112.29 feet, and a chord which bears SOUTH 42'43'28" EAST, a distance of 148.10 feet; (2) Thence along said curve, 148.21 feet to a point of reverse curve concave to the left having a central angle of 05'00'38", a Radius of 1046.09 feet, and a chord which bears SOUTH 41'24'45" EAST, a distance of 91.45 feet; (3) Thence along said curve, 91.48 feet to a Point of Tangency; (4) (5) (6) (7) EAST, 208.32 feet to a tangent curve concave to the left having a central angle of O2'56'O8", and a chord which bears SOUTH 45'23'O8" EAST, a distance of 39.99 feet; 39.99 feet to a Point of Tangency; EAST, 66.34 feet to a tangent curve concave to the left having a central angle of O5'21'43", and a chord which bears SOUTH 49'32'O3" EAST, a distance of 46.83 feet, 46.84 feet to a point of reverse curve concave to the right having a central angle of 08'33'14", and a chord which bears SOUTH 47'56'18" EAST, a distance of 71.40 feet, (8) Thence along said 71.46 feet to a point of compound curve concave to the right having a central angle of O9'36'34", a Radius of 352.61 feet, and a chord which bears SOUTH 38'51'24" EAST, a distance of 59.07 feet, (9) Thence along said curve, 59.14 feet to a to a Point of Tangency; (10) Thence SOUTH 34'02'199' of said Section 30, said THENCE SOUTH 43'55'O4" a Radius of 780.53 feet, Thence along said curve, THENCE SOUTH 46'51'12" a Radius of 500.55 feet, Thence along said curve, a Radius of 478.66 feet, curve, EAST, a distance of 45.24 feet to a point on the East line of the Southeast Quarter (SE. 1/4) point also being THE TRUE POINT OF BEGINNING. The above —described parcel of land contains 5.833 Gross Acres, more or less, and is subject to any rights —of —way or other easements as granted or reserved by instruments of record or as now existing on said tract of land. LOT B PROPERTY DESCRIPTION: A parcel of land being located in the North —half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section 30, Township 6 North, Range 64 West of the 6th Principal Meridian, County of Weld, State of Colorado, and being more particularly described as follows: BEGINNING at the Southeast (SE.) Corner of said Section 30 and considering the East line of the Southeast Quarter (SE. 1/4) of said Section 30 as bearing NORTH 00'44'15" WEST with all bearings contained herein and relative thereto: THENCE NORTH OO'44'15" WEST along the East line of the Southwest Quarter of said Section 30, 1317.70 feet to the South One —Sixteenth (S. 1 /16th) Corner on the East line of said Section 30, said point also being the TRUE POINT OF BEGINNING; THENCE SOUTH 88'48'O4" WEST along the South line of the North half of the Southeast Quarter of said Section 3O, 2643.13 feet to the Center —South One —Sixteenth (C —S 1 /16th) Corner of said Section 3O; THENCE NORTH 00'36'41" WEST along the West line of the North half of the Southeast Quarter of said Section 30, 1181.86 feet to a point WHENCE the Center Quarter (C. 1/4) corner of said Section 30 bears NORTH OO'36'41" WEST, 143.00 feet, said point also being on the South Right—of—way line of Special Warranty Deed as described at Reception No. 2O74586, Recorded on 24th October 1986 in the office of the Weld County Clerk and Recorder; - THENCE NORTH 89'08'42" EAST along said South Right—of—way line of Special Warranty Deed, 1939.73 feet to the centerline of the Lone Tree Ditch as recorded at Book 289 on Page 250 within the office of the Weld County Clerk and Recorder; THENCE along said centerline of Lone Tree Ditch, the following ten (10) courses; (9) (10) Thence SOUTH 34'O2'19" said Section 3O; THENCE, SOUTH 46'32'29" EAST, 243.59 feet to a tangent curve concave to the right having a central angle of 07'38'03", a Radius of 1112.29 feet, and a chord which bears SOUTH 42'43'28" EAST, a distance of 148.10 feet; Thence along said curve, 148.21 feet to a point of reverse curve concave to the left having a central angle of O5'OO'38", a Radius of 1046.09 feet, and a chord which bears SOUTH 41'24'45" EAST, a distance of 91.45 feet; Thence along said curve, 91.48 feet to a Point of Tangency; THENCE SOUTH 43'55'O4" EAST, 208.32 feet to a tangent curve concave to the left having a central angle of O2'56'O8", a Radius of 780.53 feet, and a chord which bears SOUTH 45'23'O8" EAST, a distance of 39.99 feet; Thence along said curve, 39.99 feet to a Point of Tangency; THENCE SOUTH 46'51'12" a Radius of 500.55 feet, Thence along said curve, a Radius of 478.66 feet, Thence along said curve, EAST, 66.34 feet to a tangent curve concave to the left having a central angle and a chord which bears SOUTH 49'32'O3" EAST, a distance of 46.83 feet, 46.84 feet to a point of reverse curve concave to the right having a central and a chord which bears SOUTH 47'56'18" 71.46 feet to a point of compound curve EAST, a distance of 71.40 feet, of 05'21943", angle of O8'33'14", concave to the right having a central angle of O9'36'34", a Radius of 352.61 feet, and a word which bears SOUTH 38'51'24" EAST, a distance of 59.07 feet, Thence along said curve, 59.14 feet to a to a Point of Tangency; EAST, a distance of 45.24 feet to a point on the East line of the Southeast Quarter (SE. 1/4) THENCE SOUTH OO'44'15" EAST along the East line of the North half (N. 1/2) of the Southeast Quarter (SE. 1/4) of said Section 30, 425.31 feet to the South One —Sixteenth (S. 1 /16th) corner on the East line of said Section 30, said point also being THE TRUE POINT OF BEGINNING. The above described parcel of land contains 65.360 Gross Acres, more or less, and is subject to any rights -of —way or other easements as granted or reserved by instruments of record or as now existing on said tract of land. DESIGNED BY: SIN m CHECKED BY: 0 Z 2024-014 Q O N U Q Z 0 cn W Q a 0 i U cn O Is a a 0 L. m a_ O a O mot' N O U O v a1 m 00 r \ M O cn cn .o .cn m a 0 M 00 ILO O 0 a wt O cn O 'o Q. a Q Q z L 0 V r \ co w O Z Q N O w J a U w W 4971664 Pages: 2 of 2 07/17/2024 04:29 PM R Fee:$23.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11i1I KIEV kliti flit MI*�� i i FAMILY FARM DIVISION NO. FFD24 OO11 LOCATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO EASEMENT & R.O.W. NOTES: THE RECORDED EASEMENTS AND RIGHTS OF WAY INFORMATION SHOWN HEREON ARE AS LISTED IN THE WELD COUNTY ROADVIEWERS REPORTS AND TITLE COMMITMENT PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY DATED 05 MARCH, 2024 ; FILE No. 459—H50829499-416 . NO OTHER EASEMENT RESEARCH WAS PROVIDED AND NO EASEMENT RESEARCH WAS PERFORMED BY ME iN THE COURSE OF THIS SURVEY. NOTE: SOME UTILITIES MAY NOT BE PLACED WITHIN THE SHOWN RECORDED EASEMENTS, UTILITY LOCATES ARE RECOMMENDED TO DETERMINE THE LOCATION OF THE UNDERGROUND UTILITIES. EASEMENT N OTES (REFER TO SCHEDULE B EXCEPTIONS OF SAID TITLE COMMITMENT) 1) Reservations contained in the United States of America Patent (Exception #1) Recording Date: May 4, 1878; Recording No. Book 20 at Page 165. Subject to any vested and accrued water rights for mining, agricultural, manufacturing or other purposes and rights to ditches and reservoirs used in connection with such water rights, as may be recognized and acknowledged by the local customs, laws and decisions of the courts; and also subject to the right of the proprietor of a vein or lode to extract and remove his ore therefrom should thesame be found to penetrate or intersect the premises hereby granted, as provided by law. Notation: Subject conditions i contained n the Patent do not contain geometry, therefore is not demonstrated herein. 2) County Road right-of-way: whether in fee or easement only. (Exception #2) Recording Date: April 21, 1890; Recording at Book 48 at Page 327. N otation: Shown herein. 3) RJ Cooke Ditch - Irrigating Ditch: right-of-way, whether in fee or easement only. (Exception #3) Recording Date: February 8, 1888; Recording at. Book 64 at Page 625. N otation: Shown herein. 4) Lone Tree Ditch - Lateral Company: right-of-way, whether in fee or easement only. (Exception #4) Recording Date: December 26, 1908; Recording at. Book 289 at Page 250. Notation: Shown herein. 5) Any Taxes or Assessments. (Exception #5-6,8,21) Recording Dates: August 9, 1957; Recording at Book 1483 at Page 312; AND June 9, 1959; Recording at Book 1533 at Page 420; AND November 28, 1962 at Reception No. 1394788; AND September 29, 2019 at Reception No. 3721790. N otation: Documents do not contain geometry language; therefore; not graphically demonstrable herein. 6) interests in oil, gas and other mineral rights reserved in instruments. (Exception #7,10-14,22) Recording Dates: June 18, 1962; Recording at Book 1617 at Page 408; AND January 25, 1982 at Reception No. 1880857; AND March 2, 1982 at Reception No. 188446; AND November 21, 1984 at Reception No. 1989508; AND December 12, 1990 at Reception No. 2235720; AND December 12, 1990 at Reception No. 2235721; AND June 7, 2017 at Reception No. 4308341. N otation: Documents do not contain geometry language; therefore; not graphically demonstrable herein. 7) PanEnergy Field Services, Inc. Pipeline Right—of—way. (Exception #15) Recording Date: June2, 1997 at Reception No. 2550861 Notation: Shown herein. 8) Agreement Granting A Perpetual Easement for the use and maintenance of the COOK IRRIGATION CANAL (Exception #16) Recording Date: April 15, 2004 at Reception No. 3170839 Notation: Shown herein. 9) Request for Notification of Pending Surface Development (Exception #17-18) Recording August 24, 2007 at Reception No. 3499549; AND December 21, 2007 Notation: Documents do not contain geometry language; therefore; not graphically demonstrable herein. 10) Pipeline Right Of Way and Easement (Exception #19,23,24) Recording Date: August 29, 2008 at Reception 3575358 / Correction Recording Date: April 18, 2019 at Reception No. 4482073 Notation: Shown herein; AND August 31, 2018 at Reception No. 4427540; AND September 3, 2019 at Reception No. 4519738 1 1) Pipeline Easement and Right —of —Way Grant (Exception #21) Recording Date: August 31, 2018 at Reception 4427540 Notation: This easement is a blanket covering S/2 SE/4 of Section 30, outside of the subject land. 12) Road Maintenance Agreement (Exception #25) Recording Date: September 17, 2019 at Reception 4524147 Notation: Document does not contain geometry language; therefore; not graphically demonstrable herein. 13) Location Assessment For Gas Pipeline — LAP19—0012 (Exception #26) Recording Date: December 12, 2019 at Reception 4549693 N otation: Document does not contain geometry language; however, according to the map provided, the location appears run East and West along or below East/West Center line of Section 30 and is 200' wide. Demonstrated hereon. 14) USR18-0077 Pipeline Connector Development Plan (Exception #27) Recording Date: February 5, 2020 at Reception 4564431 N otation: Document does not contain geometry language; therefore; not graphically demonstrable hereon. 15) Northern Colorado Water Conservancy District Application for Class D Allotment (Exception #28) Recording Date: August 13, 2020 at Reception 46388301 N otation: Document does not contain geometry language; therefore; not graphically demonstrable hereon. 16) Short Form of Solar Energy Lease Agreement (Exception #29) Recording Date: November 16, 2022 at Reception 4867177 N otation: Document does not contain geometry language; therefore; not graphically demonstrable hereon. LONE TREE DITCH CENTER LINE, ALSO BEING THE BOUNDARY LINE LINE TABLE LINE No. L1 L2 L3 L4 DIRECTION S 46°32'29" E S 43°55'04" E S 46°51'12" E S 34°02'19" E DISTANCE 243.59' 208.32' 66.34' 45.24' CURVE TABLE CURVE No. C1 C2 C3 C4 C5 C6 DELTA 7°38'03" 5°00'38" 2°56'08" 5°21'43" 8°33'14" 9°36'34" RADIUS 1112.29' 1046.09' 780.53' 500.55' 478.66' 352.61' LENGTH 148.21' 91.48' 39.99' 46.84' 71.46' 59.14' CHORD S 42°43'28" E 148.10' S 41°24'45" E 91.45' S 45°23'08" E 39.99' S 49°32'03" E 46.83' S 47°56'18" E 71.40' S 38°51'24" E 59.07' LONE TREE DITCH NORTHERLY 30' R.O.W. LINE LINE TABLE LINE No. L5 L6 L7 DIRECTION S 46°32'29" E S 43°55'04" E S 46°51'12" E DISTANCE 212.86' 208.32' 66.34' CURVE TABLE CURVE N0. C7 C8 C9 C10 C11 C12 DELTA 7°38'03" 5°00'38" 2°56'08" 5°21'43" 8°33'14" 9°33'13" RADIUS 1142.29' 1016.09' 750.53' 470.55' 508.66' 382.61' LENGTH 152.20' 88.86' 38.45' 44.04' 75.94' 63.80' CHORD S 42°43'28" E 152.09' S 41°24'45" E 88.83' S 45°23'08" E 38.45' S 49°32'03" E 44.02' S 47°56'18" E 75.87' S 38°53'04" E 63.72' W. 1/4 COR. SEC. 30 FD. #6 REBAR W/ 3.25" ALUM. CAP L.S. 10855 S 88°57'22" W 2428.45' SET #6 REBAR W/ 3.25" ALUM. CAP AS A WITNESS CORNER TO THE C. 1/4 COR. OF SEC. 30 (ALSO A POINT ON THE C/L OF SWD REC. NO. 2074586, REC'd 10/24/1986) CENTER OF LONE TREE CREEK N. 1/4 COR. SEC. 30 FD. #6 REBAR W/ 2.5" ALUM. CAP L.S. 23501 0' 200' 400' SCALE 1 "-200' LINEAL UNITS STATEMENT All lineal distances are measured in feet and decimal feet units. (Surveyor's feet) C. 1/4 COR. SEC. 30 SET #6 REBAR W/ 3.25" ALUM. CAP L.S. 37041 (PER BLM RULES) ,.----- 43.00' • co OO 71- Cr) 60.00' i 0 en v cn 0 w� N d N aw w xo N o � o O Ci) Cn w x �l O W t:� [� H Cn SWD REC. NO. 2074586 REC'd 10/24/1986 RAILROAD R.O.W.- 100.00' PEASLEY-BRONSON DRAINAGE DITCH REC'd FEB 8, 1967, REC NO. 1500015 v_ N 89°0g'42" E 2640.45' 800' LEGEND = CALCULATED POINT (NOTHING FOUND OR SET) O = SET YPC STAMPED L.S. 37041 W/ #4 REBAR = SECTION CORNER AS DESCRIBED += QUARTER (1/4) CORNER AS DESCRIBED -¢- = SIXTEENTH (1/16) CORNER AS DESCRIBED NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 30 S 88°57'22" W 2640.17' spa MIS DITCH LOCATED BY FIELD SURVEY. NO DIMENSIONS GIVEN. \\\ � t • -\ \ \ WILLIAMS FIELD SERVICES LLC. ` :),se\- PIPELINE R.O.W. - NOT 4482-07� Rrec.04/1_8/2019 =--•It•.ts i � t ' 1 l t 1 t � t t 1 t , • • i I i 1 samara.-- - r IOW RELOCATED RJ COOKE DITCH BK 64 PG 625 REC'd 02/08/1888 AND REC. NO. 3170839 REC'd 04/15/2004 (AS SURVEYED) FEMA 100 YR FLOOD ZONE A 08123C 1575F Eff. 11/30/2023 CENTER OF LONE TREE CREEK (RUNS ALONG THE BOUNDARY LINE) 1, i 55.00' i Litzi, i L zi�� A SET #4 REBAR YPC PLS 37041 P.O.L. C -S. 1/16 COR. SEC. 30 SET #6 REBAR W/ 3.25" ALUM. CAP L.S. 37041 (PER BLM RULES) A -tea 3 2 .75' Z ^J mil, i 'kr(NM °i 3 A p S.1/4 COR. SEC. 30 FD. #6 REBAR W/ 3.25" ALUM. CAP L.S. 10855 car Sas DJ SOUTH GATHERING, INC. PIPELINE EASEMENT REC. NO. 4519738, REC'd 09/03/2019 lamina-._._ 19 ROAD -- `- IMPS maw owns -�\ Q `\ ----\�``\ CENTER LINIOF, .,\ .<N‘ `\ `\ THE LONE TREE DITCH \_ BK 289 PG 250 E.-1/4 COR. SEC. 30 FD. #6 REBAR W/ 3.25" ALUM. CAP L.S. 10855 (IN RANGE BOX) NOTE: C/L OF RAILROAD IS WITHIN THE GAS PIPELINE EASEMENT \ MN o° o° bo • �o• CHEYENNE CONNECTOR PIPELINE, INC. PIPELINE EASEMENT REC. NO. 4427540, REC'd 08/31/2018 PETRO WELL UHRICH #33-30 \\ REC'd 12/26/1908 \ \(AS LOCATED IN THE FIELD ON 11 APRIL, 2024) \\\ \\\ N. 1/2 OF THE SE. 1/4 LOT B 65.360 t ACRES (GROSS) 65.051 t ACRES (NET) 2558.13' .„ PETRO WELL UHRICH #43-30 S 88°48'04" W 2643.9 OF SECTION 30 SOUTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER IRIZIGATION PIVOT • • rf z-... '. L, j F 13 OF • z 04- ' ? ..._3 �� K < r ART • N. . :'! :•0. • N 88°38'41" E 2646.1 SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 30 ••_ • • • • • • • •-• • • •'•' • • w 0 0 0 GAS PIPELINE EASEMENT REC. NO. 4549693 REC'd 12/12/2019 700.72' 670.72' a_ •. �-\�•' SF.l-S '•rr` �. a ti'J.y., 51.70' 100.00' 4, CLOSE & \ RECLAIM • `O �//��--- . / \G�� // 5.833 ± ACRES Ne '\/ `C� _ (GROSS) b 5.339 ± ACRES (NET) ° \ C p [SEE SURVEYOR \ NOTE #6] 0\R\ceE6,S. ACCESS AG. & \\ DITCH \\ `Q� \ems W.C.R. 51 & LONE TREE DITCH R.O.W. PIN ` S 42°36'39" E 14.03' FROM SOUTH POINT OF "C11" • •• • •• Gel .• � , I • �• • i• • • • it • • kJ; ••-••. ••. . v..7'• t• •• . • il. • • G • •. to r,. . 7 1 \ ACCESS C(C-1) U\4 \111 \Cr `e S \ AG. \, ACCESS S. 1/16 COR. SEC. 30 SET #6 REBAR W/ 3.25" ALUM. CAP L.S. 37041 IN RANGE BOX (PER BLM RULES) AND TRUE POINT OF BEGINNING OF 'LOT B' • •• • 1 L4 FUTURE RESERVED R.O.W. 80.00' EXISTING R.O.W. 60.00' 30.00' DECLARED PUBLIC HWY BK5 PG 390 04/11/1890 W.C.R. NO. 64 (GRAVEL) -- 1�� SE. COR. SEC. 30, T.6 N., R.64 W. FD. #6 REBAR W/ 2.50" ALUM. CAP L.S. 20671 (IN RANGE BOX) .. PAN ENERGY FIELD SERVICES INC. PIPELINE R.O.W. REC. NO. 2550861 REC'd 06/02/1997 2._4,e. k.... to _ 44÷s.::: ••<#. C ZS, wee \ % firitili*AU I. is, -1O "Cfra 49a Ilya 2024-01 4 DESIGNED BY: CHECKED BY: REVISIONS to cn oo tn to CD COLORADO COUNTY OF WELD Hello