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Home My WebLink About880223.tiff RESOLUTION RE: APPROVE MINOR SUBDIVISION S-291 - DON AND CAROLYN BRAZELTON WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter , is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on the 23rd day of March, 1988 , the Board reviewed the request of Don and Carolyn Brazelton for a Minor Subdivision for six lots in the R-1 (Low Density Residential) Zone District, pursuant to the requirements of Section 12-3 G. of the Weld County Subdivision Regulations , and WHEREAS, said request is for property being described as follows: NEI of Section 32 , Township 6 North, Range 65 West of the 6th P.M. , Weld County, Colorado WHEREAS, the Board deems it advisable to approve said request for a Minor Subdivision for the following reasons: 1 . The Minor Subdivision conforms with the requirements of Section 12-3 G. of the Weld County Subdivision Regulations . This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. a) The water taps from North Weld County Water District are capable of supplying water of sufficient quality, quantity, and dependability. b) The applicant obtained a variance from the required public sewer system in the R-i (Low Density Residential) Zone District from the Weld County Board of Adjustment. c) No danger to human life or structure will result from soil erosion, soil instability, or air pollution. d) No unreasonable congestion or unsafe conditions will be placed on any existing highways , nor will there be a burden placed on educational or local governments in providing services . i 880223 PL1026 Page 2 RE: MINOR SUBDIVISION - BRAZELTON e) There will be no undue adverse effects on scenic, historical , or natural areas , wildlife habitat, or surrounding residential properties. WHEREAS , the approval of the Board is subject to the following conditions: 1 . Prior to the recording of the Minor Subdivision plat, the applicant shall submit to the Department of Planning Services evidence showing that the following has been satisfied: a) The submittal of information verifying installation of a six inch water line to service the Minor Subdivision lots . b) A Subdivision Improvements Agreement shall be submitted to the Department of Planning Services and approved by the Board of County Commissioners. The agreement shall include , but not be limited to, the road construction, the landscaping plan to be utilized for the buffering of the western perimeter of Lots 3 and 4 from U.S. Highway 85 , the installation of the fire hydrant, the placement of the six inch water line and all utilities. c) The submittal of a copy of the subdivision covenants demonstrating the ability to perform the maintenance, upkeep, and snow removal on the interior cul-de-sac road serving the Minor Subdivision. d) The submittal of a plan for drainage approved by the Colorado Geological Survey and the Weld County Engineer. The plan shall address the concerns about drainage expressed in the Colorado Geological Survey letter dated February 18 , 1988 . 2 . The Minor Subdivision plat shall be amended to reflect the following changes: a) Show all pertinent easements in accordance with the Weld County Subdivision Regulations : a minimum total width of 20 feet apportioned equally in abutting properties; and the perimeter easement shall not be less than 15 feet in width extending throughout the peripheral area of the development. 880223 Page 3 RE: MINOR SUBDIVISION - BRAZELTON b) Revise the cul-de-sac street to show a 65 foot radius. c) Show the exact location of the fire hydrant which is to be installed between Lots 5 and 6 . d) Show the landscaped area on the plat to act as a buffer from U.S . Highway 85 on the western perimeter property lines of Lots 3 and 4 . e) Delete the note pertaining to the 100 year flood plain and show the boundary of the flood plain. f) Remove the heading "Minor Subdivision Number" and replace it with the name "North Country Acres. " g) Place the following notes on the plat: i) Prior to the issuance of building permits for Lots 3 and 4 , the applicant or property owner shall provide adequate screening to act as a buffer from U.S . Highway 85 along the western perimeter of Lots 3 and 4 . The plan for the buffering shall be submitted to and approved by the Department of Planning Services . ii) An individual soils and foundation investigation shall be conducted on each lot prior to the issuance of a building permit. iii) An individual sewage disposal system is required for each individual lot and each system shall be installed according to the Weld County Individual Sewage Disposal Regulations. iv) Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 , C.R.S. , as amended. v) This subdivision is located in the Greeley-Weld Airport Overlay District. vi) The private cul-de-sac road serving this Minor Subdivision shall be privately maintained. 880223 Page 4 RE: MINOR SUBDIVISION - BRAZELTON NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the request of Don and Carolyn Brazelton for Minor Subdivision S-291 , for six lots in the R-1 (Low Density Residential) Zone District be, and hereby is, approved, subject to the conditions hereinabove listed. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 23rd day of March, A.D. , 1988 . Lirlitc-f a • BOARD OF COUNTY COMMISSIONERS ATTEST: �(J{" r`t�ti { �� WELD UNTY, COLORADO / Weld County Clerk and Recorder and Clerk to the Board ene R. Brantner, Chairman - EXCUSED KBY : ( C.W. Kirby, Pro-Tem eputy County Clerk EXCUSED APPROVED AS TO FORM: Jacquel 'tie nson jer..-r , , County Attorney , Frank amaguchi 880223 BEFORE THE WELD COUNTY, COLORADO, PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Louis Rademacher that the following resolution be introduced for passage by the Weld County Planning Commission. Be it Resolved by the Weld County Planning Commission that the application for: CASE NUMBER: S-291 NAME: Don and Carolyn Brazelton ADDRESS: 1159 North First Avenue, Greeley, CO 80631 REQUEST: A Minor Subdivision for six (6) lots in the R-1 (Low Density Residential) Zone district. LEGAL DESCRIPTION: NE} of Section 32, T6N, R65W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately .5 miles northeast of the City of Greeley; South of Weld County Road 64, and East of U.S. Highway 85 be recommended favorably to the Board of County Commissioners for the following reasons: 1 . The minor subdivision conforms with the requirements of Section 12-3 F. of the Weld County Subdivision Regulations. This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. - The water taps from North Weld County Water District are capable of supplying water of sufficient quality, quantity, and dependability; - The applicant obtained a variance from the required public sewer system in the R-1 (Low Density Residential) zone district from the Weld County Board of Adjustment on May 18, 1987. - No danger to human life or structure will result from soil erosion, soil instability, or air pollution; - No unreasonable congestion or unsafe conditions will be placed on any existing Highways, nor will burdens be placed on educational or local governments in providing services; and - There will be no undue adverse effects on scenic, historical, or natural areas, wildlife habitat, or surrounding residential properties. 88022J Don and Carolyn Brazelton S-291 Page 2 This recommendation is based, in part, upon a review of the application materials submitted by the applicant, other relevant information regarding the request and the responses of the referral entities which have reviewed this request. Prior to the recording of the minor subdivision plat, the applicant shall submit to the Department of Planning Services evidence showing that the following has been satisfied: 1. The submittal of information verifying installation of a 6 inch waterline to service the minor subdivision lots. 2. A subdivision improvements agreement shall be submitted to the Department of Planning Services and approved by the Board of County Commissioners. The agreement shall include but not be limited to the road construction, landscaping plan to be utilized for the buffering of the western perimeter of Lots 3 and 4 from U.S. Highway 85, the installation of the fire hydrant, the placement of the 6 inch water line and all utilities. 3. The submittal of a copy of the subdivision covenants demonstrating the ability to perform the maintenance, upkeep, and snow removal on the interior cul-de-sac road serving the minor subdivision. 4. The submittal of a plan for drainage approved by the Colorado Geological Survey and the Weld County Engineer. The plan shall address the concerns about drainage expressed in the Colorado Geological Survey letter dated February 18, 1988. THE MINOR SUBDIVISION PLAT SHALL BE AMENDED TO SHOW THE. FOLLOWING CHANGES: - Show all pertinent easements in accordance with the Weld County Subdivision Regulations: a minimum total width of twenty (20) feet apportioned equally in abutting properties; and the perimeter easement shall not be less than fifteen (15) feet in width extending throughout the peripheral area of the development. - Revise the cul-de-sac street to show a 65 foot radius. - Show the exact location of the fire hydrant which is to be installed between Lots 5 and 6. - Show the landscaped area on the plat to act as a buffer for Lots 3 and 4's western perimeter property lines from U.S. Highway 85. 880223 Don and Carolyn Brazelton S-291 Page 3 - Delete the note dealing with the 100 year flood plain and show the boundary of the flood plain. - Remove the heading "Minor Subdivision Number" and replace it with the name "North Country Acres." - Place the following notes on the plat: I . Prior to the issuance of building permit for Lots 3 and 4, the applicant or property owner shall provide adequate screening to act as a buffer from U.S. Highway 85 along the western perimeter of Lots 3 and 4. The plan for the buffering shall be submitted to and approved by the Department of Planning Services. 2. An individual soils and foundation investigation shall be conducted on each lot prior to the issuance of a building permit. 3. An individual sewage disposal system is required for each individual lot and each system shall be installed according to the Weld County Individual Sewage Disposal Regulations. 4. Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 C.R.S., as amended. 5. This subdivision is located in the Greeley Weld Airport Overlay District. 6. The private cul-de-sac road serving this minor subdivision shall be privately maintained. Motion seconded by Bud Halldorson. VOTE: For Passage Against Passage Ernie Ross Paulette Weaver Bud Halldorson Jerry Burnett Ivan Gosnell Louis Rademacher Ann Garrison 880223 Don and Carolyn Brazelton S-291 Page 4 The Chairman declared the resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County Commissioners for further proceedings. CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on March 15, 1988, and recorded in Book No. XI of the proceedings of the said Planning Commission. Dated the 15th day of March, 1988. Bobbie Good Secretary 880223 Summary of the Weld County Planning Commission Meeting March i5, 1988 Page 2 The Chairman asked the applicant if they had reviewed the recommendations and conditions as outlined by the Department of Planning Services' staff, and if they had any objections to anything as stated? Mr. Turner stated these have been reviewed and they do not object to them. The Chairman asked that the recommendation and conditions set forth by the Department of Planning Services' staff be filed with the summary as a permanent record of this hearing. MOTION: Ernie Ross moved Case Number Z-442 for Futura Horse Village for a Change of Zone from Agricultural to Planned Unit Development C-3 uses be forwarded to the Board ut County Commissioners with the Planning Commission's recommendation for approval based upon the recommendations and conditions set forth by the Department of Planning Services' staff and the testimony heard by the members of the Planning Commission. Motion seconded by Ivan Gosnell. The Chairman called for discussion from the members of the Planning Commission. Discussion followed. The Chairman asked the secretary to poll the members of the Planning Commission for their decision. Ernie Ross - yes; Bud Halldorson - yes; Jerry Burnett - yes; Ivan Gosnell - yes; Louis Rademacher - yes; Paulette Weaver - No, as she has stated before, she does not believe this application meets the requirements of the Comprehensive Plan because she does not believe the proposed activities require immediate interstate access nor do they require high visibility from the access. She also is not inclined to '' approve such uses where they would be required to use septic systems rather than a sewage treatment. Ann Garrison - yes. Motion carried with six voting for the motion and one voting against the motion. CASE NUMBER: S-291 ABPLICANT: Don and Carolyn Brazelton REQUEST: Minor Subdivision LEGAL DESCRIPTION: Part of the NE} of Section 32, T6N, R65W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately .5 miles northeast of the City of Greeley, south of Weld County Road 64, and east of U.S. Highway 85. APPEARANCE: Don Brazelton, property owner and applicant . This is a 13 acre tract which they intend to divide into 6 lots of 2 acres, more or less, apiece. They have read the recommendations and conditions set forth by the Department of Planning Services' staff and have no objections. The Board of Adjustment granted a variance from the public sewer requirement for this minor subdivision. Estate zoning was approved in 1962, and later changed to R-1 (Low density Residential) in 1981 . 880223 Summary of the Weld County Planning Commission Meeting March _ , .9s5 Rage The Chairman called for discussion from the members of the audience. There .:as none. The Chairman asked if the applicant would agree to filing the recommendations and conditions with the summary rather than reading them into the record. The applicant agreed. MOTION: Louis Rademacher moved Case Number 5-291 for Don and Carolyn Brazelton for a "inor Pubdivision be forwarded to the Board of County Commissioners with the ?lanr.irg Commission's recommendation for approval based upon the ecom.;mendatien ara conditions set forth by the Department of Planning Cervices ' staff and the testimony heard by the members of the Planning cmmission. Lotion seconded by Bud Palidorson. The Chairmen called for discussion from the members of the Planning Commission. Discussion followed. The Chairman csked the secretary to poll the members of the Planning ter Los ion Zor their decision. Ernie Ross - yes; cud llalldorson - yes; errr Lurnect - yes; Ivan Gosnell - yes; Louis Rademacher - yes; Paulette Weaver - no; Ann Garrison - yes . Motion carried with six voting for the motion and one voting against the motion. CASE NUMBER: USR-823 APPLICANT: Public Service Company of Colorado REQUEST: A Special Review permit for facilities for a public utility (electric transmission line and electric substation) LEGAL DESCRIPTION: A corridor of land 500 feet in width and over 1 mile in length in parts of west Weld County. The Windsor substation is. a 4 acre tract of land located in part of the NWi of Section 22, T6N, R67W of the 6th P.M., Weld County, Colorado APPEARANCE: Fred Yitzel, Attorney, Kelly, Stanfield and O'Donald, Denver, Colorado, briefly explained the applicant's request. Mike Giles, Public Service Company of Colorado, Greeley, Colorado, explained that some of the transmissions lines have become inadequate. They have to be able to serve new customers and still take care of their existing customers. ®80223 Date: March 15, 1908 CASE NUMBER: S-291 NAME: Don and Carolyn Brazelton ADDRESS: 1159 North First Avenue, Greeley, CO 80631 REQUEST: A Minor Subdivision for six (6) lots in the R-1 (Low Density Residential) Zone district . LEGAL DESCRIPTION: NEI of Section 32, T6N, R65W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately .5 miles northeast of the City of Greeley; South of Weld County Road 64, and East of U.S. Highway 85 THE DEPARTMENT OF PLANNING SERVICES' STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1 . The minor subdivision conforms with the requirements of Section 12-3 F. of the Weld County Subdivision Regulations . This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations . - The water taps from North Weld County Water District are capable of supplying water of sufficient quality, quantity, and dependability; — The applicant obtained a variance from the required public sewer system in the R--1 (Low Density Residential) zone district from the Weld County Board of Adjustment on May 18, 1987 . - No danger to human life or structure will result from soil erosion, soil instability, cr air pollution; - No unreasonable congestion or unsafe conditions will be placed on any existing Highways, nor will burdens be placed on educational or local governments in providing services; and - There will be no undue adverse effects on scenic, historical , or natural areas, wildlife habitat, or surrounding residential properties . This recommendation is based, in part, upon a review of the application materials submitted by the applicant, other relevant information regarding the request and the responses of the referral entities which have reviewed this request. Prior to the recording of the minor subdivision plat, the applicant shall submit to the Department of Planning Services evidence showing that the following has been satisfied: 880223 Don and Carolyn Brazelton S-291 Page 2 1 . The submittal of information verifying installation of a 6 inch waterline to service the minor subdivision lots. 2. A subdivision improvements agreement shall be submitted to the Department of Planning Services and approved by the Board of County Commissioners. The agreement shall include but not be limited to the road construction, landscaping plan to be utilized for the buffering of the western perimeter of Lots 3 and 4 from U.S. Highway 85, the installation of the fire hydrant, the placement of the 6 inch water line and all utilities. 3. The submittal of a copy of the subdivision covenants demonstrating the ability to perform the maintenance, upkeep, and snow removal on the interior cul-de-sac road serving the minor subdivision. 4. The submittal of a plan for drainage approved by the Colorado Geological Survey and the Weld County Engineer. The plan shall address the concerns about drainage expressed in the Colorado Geological Survey letter dated February 18, 1988. THE MINOR SUBDIVISION PLAT SHALL BE AMENDED TO SHOW THE FOLLOWING CHANGES: - Show all pertinent easements in accordance with the Weld County Subdivision Regulations: a minimum total width of twenty (20) feet apportioned equally in abutting properties; and the perimeter easement shall not be less than fifteen (15) feet in width extending throughout the peripheral area of the development. - Revise the cul-de-sac street to show a 65 foot radius. Show the exact location of the fire hydrant which is to be installed between Lots 5 and 6. - Show the landscaped area on the plat to act as a buffer for Lots 3 :r- and 4 's western perimeter property lines from U.S . Highway 85 . - Delete the note dealing with the 100 year flood plain and show the boundary of the flood plain. Remove the heading "Minor Subdivision Number" and replace it with the name "North Ccuntry Acres." Place the following notes on the plat: 1 . Prior to the issuance of building permit for Lots 3 and 4, the applicant or property owner shall provide adequate screening to act as a buffer from U.S. Highway 85 along the western perimeter of Lots 3 and 4 . The plan for the buffering shall be submitted to and approved by the Department of Planning Services. 88022- Don and Carolyn Brazelton S-291 Page 3 2. An individual soils and foundation investigation shall be conducted on each lot prior to the issuance of a building permit. 3. An individual sewage disposal system is required for each individual lot and each system shall be installed according to the Weld County Individual Sewage Disposal Regulations . 4. Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 C.R.S. , as amended. 5. This subdivision is located in the Greeley Weld Airport Overlay District. 6. The private cul-de-sac road serving this minor subdivision shall be privately maintained. 880223 I`VENTCRY OF ITEMS SUBMITTED FOR CONSIDERATION Case Number 8D - 191 Submitted or Prepared Prior to Hearing At Hearing vei 1. Application 485 Pages 2. 1 Application. plat(s) 1 page(s) ✓ 3. DPS Referral Summary Sheet 4. DPS Recommendation 5. DPS Surrounding Propery Owner Mailing List ✓ 6. DI'S Mineral Owners Mailing List 7. 5 DPS Maps Prepared by Planning Technician ✓ 8. DPS Notice of Hearing 9. DPS Case Summary Sheet / 10. DPS Field Check / 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. I hereby certify that the io items identified herein were submitted to the Department of Planning Services at or prior to the scheduled Planning Commission hearing. I further certify that these items were forwarded to the Clerk to the Board's office on ►.A.. -c_H Z1 19 A3 . • ur nt STATE OF COLORADO ) COUNTY OF WELD ) SUBSCRIBED AND SWORN TO BEFORE ME THIS U - DAY OF W. 19 SEAL 6' 0\--.):\ A t C r c� • NOTARY PUBLIC /� My Commission Expires Feb. 13, 1989 880223 MY COMMISSION EXPIRES .. ... LAND-USE APPLICATION SUMMARY SHEET Date: March 8, 1988 CASE NUMBER: S-291 NAME: Don and Carolyn Brazelton ADDRESS: 1159 North 1st Avenue, Greeley, CO 80631 REQUEST: Minor Subdivision LEGAL DESCRIPTION: Part of the NEl of Section 32, T6N, R65W of the 6th P.M., Weld County, Colorado LOCATION: Approximately .5 miles northeast of the City of Greeley, south of Weld County Road 64, and east of U.S. Highway 85, SIZE OF PARCEL: 13 Acres, more or less POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review of this proposal is listed in Section 12-3 F. of the Weld County Subdivision Regulations. Section 12-3 F. states: The minor subdivision shall be reviewed by the Weld County Planning Commission in accordance with Section 5-4 A. of the Weld County Subdivision Regulations. The Department of Planning Services' staff has received specific recommendations from the following referral agencies: - The Weld County Health Department - The State Highway Department - The Colorado Geological Survey - The City of Greeley Planning Department - The Eaton Fire District - Surrounding Property Owners The Department of Planning Services' staff has not received a referral response from the following referral agencies: - The Greeley Soil Conservation Service - The Weld County Engineering Department The Department of Planning Services' staff has not received objections from the surrounding property owners. .880223 sa S' i ;fix ' = i Q `: _.— � uCEF E ail •�\ i _.7nrk l.. i+y^414,023 ^,o 3 • _ + + „r ....1 ._.. 1S{- 20 rrrm l n �L. 1 • .'v Y( (.`F L /\I \ ; • �r _ _ _ �• I.e. ;IfiL�.v Y �1�.�'\• +y � ii n 1\4.; • e lf ••• Y!r-. .__-.-''' -'4-•••:117- •`•-•'-', r..% r •p, • - y. Q sT'�1 // I -"M V s ,i" w • � •.'�=•,---•.---g--;• G\'t.--L , •• . {�\-e•94.. 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Xr-' 'Jt<' r 4,L t ' lt% _e F .»t4. . _ £ -tS,• } #3n'r d rf' , alF� -'u :,,.`??•44),54.."J�,� j z� ''s.4:31114"...12/.. -. { +. r s ;.• i .j r '�. r ♦'"°t Y {:"W.A t' d4'-• �#ri.`' "r' -,444.p' k,,�Ai A 4 •, t+�F ♦ I. r�F• . -",,„'Al',' ' r _It--1—„,,,4i ''sr, ,‘,,,,-,,,,,,e, 1(.+'-"'--b'K" 1144 4,' r ,y'^`y { +'i ;,P'E tw,8.-�. "T ..,1.9) 1 h ?'� 4, • \# T tc', Lq�wsn , • is 444 4+,k/%# • ' >_i�7. '4,.'"" t.'" '' '�-x. t ff '-� Pik 'k `� k # a 1St. '♦ ✓}+q• d 1 a�yi i1M 'Y "7'N +�'•t •G t ' i + •It ' .ap i 4 F. f r 1 g b 't +T +. ' ' ? 't 5 it ykr 'aa_ .♦'g 14%s•_.. !.. . ,''' a 1111. FIELD CHECK FILING NUMBER: S-291 DATE OF INSPECTION: February 17, 1988 NAME: Donald Brazelton REQUEST: Minor Subdivision LEGAL DESCRIPTION: Part of the NE} of Section 32, T6N, R65W of the 6th P.M., Weld County, Colorado. LOCATION: Approximately .5 miles northeast of the City of Greeley, east of U.S. highway 85, and south of "0" Street or Weld County Road 64. LAND USE: N Residential E Crop Land, Single Family Residential S Residential W U.S. Highway 85, Monfort of Colorado ZONING: N R-1 (Low Density Residential) E R-1 (Low Density Residential) S R-1 (Low Density Residential) W U.S. Highway 85, I-3 (Industrial) COMMENTS: Access to the proposed minor subdivision will be off of Weld County Road 41 or 1st Avenue. A black topped road having an arterial classification by the City of Greeley. Existing on the site is a newly built single family residence. The topography of this property is steep sloped in an east to west direction. By: ' Bra J ng rre.7 1- : .e 88(3223 REFERRAL LIST APPLICANT: Donald Brazelton CASE NUMBER: S-291 SENT REFERRALS OUT: February 9, 1968 REFERRALS TO BE RECEIVED BY: February 24, 1988 NO SR NR NO SR NR X Weld County Health Dept. M X Eaton Fire District c/o Nick Shepherd / X Engineering Department P.O. Box 697 ✓ Eaton, CO 80615 X Weld County Sheriff's Department c/o Rick Dill ✓ X Greeley School Dist. #6 X Paulette Weaver c/o William Mitchell Planning Commission Member 811 15th Street 1725 12th Avenue Greeley, CO 80631 Greeley, CO 80631 X Eaton Ditch Company c/o Lucille Kane lor X Greeley Soil Conservation Service P.O. Drawer ZA 4302 9th Street Road Windsor, CO 80550 Greeley, CO 80634 X State Highway Department z-Z t3� 4s43 344. P.O. Box 850 Greeley, CO 80632 X Colorado Division of Wildlife c/o Larry Rogstad 1528 28th Avenue Court Greeley, CO 80631 / X Greeley/Weld Airport C1,acrna_ V Attn: Fred Jaeger, Manager P.O. Box 727 Greeley, CO 80632 J X Colorado Geological Survey 1313 Sherman Street, Room 715 Denver, CO 80203 ✓ X City of Greeley Planning Department c/o Nicholas Matz 919 7th Street Greeley, CO 80631 NO=No Objection SR=Specific Recommendations NR=No Response 880223 Eaton Fire Protection District Eaton, Colorado 80615 February 24, 1988 Brian Bingle Weld County Department of Planning Services 915 Tenth Street Greeley, Colorado 80631 Re: Case Number S-291 - Minor Subdivision Application - Donald Brazelton Dear Brian: Please consider this a formal request that a six-inch (minimum) water line into the above-mentioned subdivision be installed with the project. We also request that a standard fire hydrant be installed between lots 5 and 6, as proposed by the applicant. Although the existing water line in Weld County Road 41 is currently a four-inch line, we feel confident that future water system improvements will include replacing the small line with a larger main. At that time, the six- inch water line into the cul-de-sac will be the minimum size to provide ade- quate fire protection. If you have any questions, please feel free to contact Nick Shepherd (Fire Chief) or Steve Bagley (Assistant Chief) at your convenience. Sincerely, • DwNA/ M S - Gerald M. Smith Secretary-Treasurer Eaton Fire Protection District GMS/mk Enclosures 880223 City of Greeley February 25, 1988 Brian Bingle , Current Planner Weld County Department of Planning Services 915 10th Street Greeley , CO 80631 Dear Brian : In regard to the Minor Subdivision' (Case Number S-291 , city case 1 number 3: 88) the Greeley Planning Department communicates the following: This subdivision does not meet City of Greeley Subdivision Regulations and would not be permitted in the City of Greeley. The request is within the Mid Range Expected Service Area. Thank you for the opportunity to comment . If you have any questions , please call. Sin erely , icholas K. atz AICP Planner I a 3 88022. 3 OF t1Oi( 1Tu��' ' of coto 4>)O` 7ti g ROY R.ROMER ��/ \90 WE-88-0019 * i *� JOHN W ROLD GOVERNOR \\*\N DIRECTOR 8761 COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING- 1313 SHERMAN STREET DENVER. COLORADO 80203 PHONE(303)866-2611 February 18, 1988 • Weld County Department of Planning Services 915 10th Street Greeley, CO 80631 Gentlemen: RE: NORTH COUNTRY ACRES NEAR GREELEY At your request and in accordance with S.B. 35, we have reviewed the materials submitted by your office to us for the proposed subdivision referenced above. The subdivision is geotechnically feasible as planned if certain precautions are taken. 1 . Drainage. The surface drainage in this area must be carefully controlled if long-term difficulties are to be avoided. Materials present are highly erodible, and the ephemeral drainage of Eaton Draw on the west side of the property ( lots 3 and 4) will necessitate that protective measures for these lots to be taken. 2. Soils. Individual soils and foundation investigations should be conducted for each structure to be constructed in the area. It can be reasonably anticipated that specialized foundation designs will be necessary in most instances and this will result in increased construction costs for residences. If these recommendations and those contained in the Empire Laboratories report are followed and made a condition of approval of this subdivision, then we have no geology-related objection to its approval . Sincerely, • times M. Soule %Engineering Geologist bcr:JMS-88-066 '! \'�r 3716/9 FEB 2 4 1988 GEOLOGY 8022 STORY OF THE PAST...KEY TO THE FUTURE iteM Co. Moira 1i1°GOIISSUII, J nDu i -i . Weld County Planning February 10, 1988 To Dale COLORADO Health Protection Services ' Case Number: S-291 Name: Brazelton, Donald _ ie� Health Protection Services has reviewed this proposal and recommends for approval, subject to the following condition: 1. Weld County Septic Permit is required for the proposed homes = septic systems and shall be installed according to the Weld County Individual Sewage Disposal Regulations. t TO 1E,5-EigwN 11 FEB 19 1988 1 fr814 Ca. !Ami Idj 4ilatraissia 680223 S TATS OF COLORADO DIVISION OF HIGHWAYS =:. P.O. Box 850 Greeley, Colorado 80632-0850 (303) 353-1232 eo // February 19, 1988E B 9 ` Weld Co. , S.H. 85 2 1988 I ,II Brazelton Sub. t_5i\ If E. Side Hwy. 85 Bypass N. of Greeley Mr. Brian J. Bingle *Alto. Mara ii irimmt inr Department of Planning Services DOH File 45100 Weld County 915 - 10th Street Greeley, CO 80631 Dear Mr. Bingle: We have reviewed the Brazelton Final Subdivision Plat. The following comments add to those provided in our 6/22/87 letter on the sketch plan. Our staff has reviewed the "Drainage" and "Design Detail" information, and we find it to be reasonable in relation to the potential impact of surface runoff on State Highway 85. We do ask that careful consideration be given to the prevention of erosion within the 20-foot Drainage and Utility Easement with earth baffles. This series of baffles or dikes has the potential to wash out if each is nct properly sloped and seeded to prevent erosion. This problem could occur if the 8-inch pipe becomes plugged. The release point for water from this pipe must also be designed to prevent erosion. The proper design and maintenance of this easement is important to prevent adverse impacts on the S.H. 85 right of way, which is immediately downstream of this property. Thank you for the opportunity to review this final plan. Please contact Wally Jacobson at 350-2168 if you have any questions. Very truly yours, ALBERT CHOTVACS DISTR C ENGINEER . y.y . ohn K. Crier District Planning/Environmental Manager JKC:mbc(WJ) cc: File: Crier-Jacobson via Chotvacs 880223 S-291 Donald Brazelton Surrounding Property Owners Lester B. and Bertha E. Adams 1000 North 1st Avenue Greeley, CO 80631 John E. and Neva E. Adams 1050 North 1st Avenue Greeley, CO 80631 Katherine S. McElroy, et al P.O. Box 609 Greeley, CO 80631 Lucille Cann 1201 North 1st Avenue Greeley, CO 80631 Dellco Investments Limited P.O. Box 2480 Greeley, CO 80631 Howard S. Yost Timothy J. Stutzman 2107 50th Avenue Greeley, CO 80631 William C. and Angela J. Hann 190 "0" Street Greeley, CO 80631 Herman Leroy Johnson J Quarter Circle Company P.O. Box 747 Eaton, CO 80615 Monfort of Colorado, Incorporated P.O. Box G Greeley, CO 80632 Richard L. and Patricia A. Waymire 1051 North 1st Avenue Greeley, CO 80631 Wilmer and Alma Bohlender 19999 Weld County Road 66 Greeley, CO 80631 880223 Page 2 Thomas James Flower Cassandra Renouf 1331 North 1st Avenue Greeley, CO 80631 Benjamin P. and Amparo T. Gomez 512 5th Street • Greeley, CO 80631 Samuel L. and Ruth A. Roth 1255 North 1st Avenue Greeley, CO 80631 880223 Estate of Martha E. Landin c/o Betty Walpole Menard rt. 15, Box 950 SanLorenzo, NM 88057 880223 AFFIDAVIT OF PUBLICATION THE JOHNSTOWN BREEZE STATE OF COLORADO i ss NOTICE OF pU6LIC COUNTY OF WELD 1 The NE4RING I, Clyde Briggs,do solemnly swear that • _ Commi °on wIIId CI contY Planning am publisher of The Johnstown Breeze j98p^9 on 7uestla tluct a public that the same is a weekly newspaper Peae, at t 3o Y' Men 'a. in whole or in part, and publishe tort fo! aPProval o/ a efloat printed, ^ l a minor subtlivision from in the County of Weld, State of Colorado lantl is descre'i �`'asno parcel o/ and has a general circulation therein; tha NE: of Section BN of the PI the s,h 3z r RS said newspaper has been publisher Coloratl°. containi Weld is°°�w continuously and uninterruptedly in sail more or less Thegp operty es' County of Weld for a period of more tha, Rlocatetl atljacent t0'the oatla 4Sout aof weltl County fifty-two consecutive weeks prior to th Highway 85 east Pf us first publication of the annexed legal notic the public hearing to or advertisement; that said newspaper ha Ftoes°"°.a en is de"9 one of second-been sass med atter under therov pr the United States ovisions ils a. above r Commitluctetli Cetljyleleuest will the Act of March 3, IB79, or all sSo tiV sn the County j vial tCenterWeltl Count ypp°e� amendments thereof, and that Sal Greeley Colorea8 tenth Street, newspaper is a weekly newspaper dui r gleestn5 la teo to u, ^ts o! qualified for publishing legal notices an wrung fbeari be tsubmitten i� dvertisements within the meaning of th 91saTe^ht tPla" pg 8ar�ces laws of the State of Colorado. Greeley. COIOIdA at Room 342. above os3t That the annexed legal notice or adverbs: '98gublio heanng p°f Ma ntliat ment was published in the regular ar cop;ea of the entire issue of every number of said week. tavailable for apPlioation are newspaper for the period of consec Service QPartmentlr°pfspection in live insertions; and that the fir. Plannin publication of said notice in the issue 7enrhfy ca�G eial Center sis said newspaper dated.notice was A.D.issue PhoneS_e 4400 ass 4000'E°l erns on and that the last publication of said nol6 Ann Weld Garrispq Chairman was in the issue of s id newspaper dat' ssionty Planning A.D. 19.1 commi In witness whereof I have hereunto s To be publish the s •• town Breeze etl in John - my hand this .2..3.... day of ...re. Topublished / A.D. 19.Q. 3' February P5 he988e 1})-time by ` Publish Subscribed and sworn to before me, Notary Public in and for the County Weld State of Colorado, this .A.*••• day .F.7-P-0 A.D. 19.113...•• Notary Pub My commission expires • ' 88022' Maus susuzvisioN FINAL PLAT SUBDIVISION APPLICATION Department of Planning Services, 915 10th Street , Greeley, Colorado PHONE : 356-4000 Ext. 400 FOR PLANNING DEPARTMENT USE ONLY: CASE NO. APPL. FEE ZONING DISTRICT RECORDING FEE DATE RECEIPT NO. APPL. CHECKED BY TO BE COMPLETED BY APPLICANT; (Print or type only except for required signatures) : I (we) , the undersigned, hereby request a hearing before the Weld County Planning Commission concerning proposed subdivision of the following described unincorporated area of Weld County, LEGAL DESCRIPTION : A parcel of land located in the NEB of Section 32, Township 6 North, Range 65 West of the 6th P.M. , Weld County, Colorado, being more particularly described as follows: Beginning at the SE Corner of said NE3 and considering the East line of said NE4 as bearing North 00 00'00' East, with all other bearings contained herein relative thereto; Thence North 00°00'00' ' East, 427.00 feet to the True Point of Beginning; Thence South 89°30'00' 1 West, 1272.33feet(recorded 1275 feet); Thence North 02°59'43' East' 246.89(Recorded North 2°15' J'a t)): See Attached paper (If additional space is required, attach an additiotial al sheet of this same size. ) NAME OF PROPOSED SUBDIVISION North Country Acres EXISTING ZONING -1 PROPOSED ZONING R-1 TOTAL AREA (ACRES) 13 Acres NO. OF PROPOSED LOTS 6 LOT SIZE : AVERAGE 2 Acres MINIMUM 1 89 UTILITIES : WATER: NAME North Wel Water flistrirt SEWER: NAME Septic GAS : NAME Grpplry Gas PHONE: NAME Mnj tiv Ball ELECTRIC: NAME public Service of l'nlnrado DISTRICTS : SCHOOL: NAME Creele Public Srhnnlc FIRE: NAME Eaton Fire Department DESIGNERS ' NAME fnnn l L Brazelton _ ADDRESS 1159 N 1st Ave, Greeley, Colorado 80631 PHONE R59_2151 ENGINEERS ' NAME Jack Odor ADDRESS 833 Wilson Ave. Fort Morgan, Colorado 80701 PHONE 867-8655 • FEE OWNER OF AREA PROPOSED FOR SUBDIVISION NAME Donald L. and Carolyn J. Brazelton ADDRESS 1159 N 1st Ave. Greeley, Colorado 80631 PHONE NAME 352-2151 ADDRESS PHONE NAME ADDRESS PHONE _ I hereby depose and state under the penalties of perjury that all statements , proposals and/or plans submitted with or contained within this application are true and correct to the best of my knowledge. COUNTY OF WELD ) STATE OF COLORADO) igna ure : 0 o uthorize Agent Subscribed and sworn to before me this S�� day of \.:,Q.�l- 2C 19 1J , SEAL N TARY PUBLIC My Commission expires : /O-((p_ G7 804-79-026 880223 Thence North 36°29' 12" East, 218.36 feet (Recorded North 38° East, 221 feet) ; Thence North 79°53'55' East, 354.00 feet (Recorded North 80° East); Thence North 89°05'39" East, 44.13 feet; Thence North 90°00'00" East, 736.90 feet (Recorded East), to a point on said East line; Thence South 00°00'00" West, 473.80 feet (Recorded South) to the True Point of Beginning; AND A parcel of land located in the NE'4 of Section 32, Township 6 North, Range 65 West of the 6th P.M. Weld County, Colorado being more particularly decribed as follows; Beginning at the Southeast Corner of said NE'4 and considering the East line of said NE4 as bearing North 00°00'00" East, with all other bearings contained herein relative thereto; Thence North 00°00'00" East, 416.16 feet to the True Point of Beginning; Thence South 89°20'27" West 1273.12 feet; Thence North 02°59'43" East 14.40 (Recorded North 2°15' East) : Thence North 89°30'00" East 1272.33 feet (Recorded North 38° East) ; Thence South 00°00'00" West 10.84 feet to the True Point of Beginning. Except that portion conveyed to the Department of Highways by Deed recorded May 17, 1961 in Book 1584 at Page 615. 880223 Lanell Swanson Weld County Dept. of Planning 915 10th Street Greeley, CO 80631 Re: Final application for a Minor Subdivision (North Country Acres) Submitted by Don and Carolyn Brazelton Dear Ms. Swanson: We hereby submit final application for a minor subdivision located in the SFr, NEB of Section 32, Township 6N, Range 65 West of the 6th P.M. , Weld County, Colorado. The subdivision herein applied for has been named North Country Acres and con- sists of 13± acres located in the 1100 block of North 1st Avenue. Applicant proposes 6 lots total in the subdivision. The source of domestic water will be from North Weld Water District. A water main will be placed down the center of the proposed subdivision and the pur- chaser of each lot will be responsible for paying for a water tap and hook-up charges. The county has previously approved a variance from public sewer allowing each lot to have it's own septic system. The concerns expressed in your letter of July 29, 1987 are addressed as follows: Weld County Engineering Department Concerns: 1. An additional 20 foot right-of-way adjacent to Weld County Road 41 (North 1st Ave.) will be granted upon approval of this application and Plat Map as submitted. 2. The Right-of-way for the internal roadway will be 60 feet wide. 3. Applicant proposes a gravel road approximately 800 feet in length and the County will not be expected to or asked to maintain the road unless it is paved. Applicant may at some time in the future pave the road in which case it will be paved in accordance with the enclosed drawing submitted by our engineer. 4. It has been determined by applicant's engineer that a 10 foot minimum set back, as deliniated on the plat map of the proposed subdivision, is sufficient to avoid the 100 year flood plain. Resource information for this determination was "Flood Insurance Rate Map-Community Parcel Number 080266-0628C", published by the Federal Emergency Management Agency, dated September 28, 1982, and also a field survey to determine elevations relative thereto. State Highway Concerns: As per our engineers findings the runoff for a low density project is act- ually going to be less than if it were row crop irrigated farmland as it has been for a number of years. The resource material used was "Peak Flows in Colorado" by the U.S.D.A. Soil Conservation Service. The issue of the drainage is discussed more fully in a seperate report attached hereto. Applicant does propose a 20 foot drainage easement between lots 3 and 4 with approximately a 3:1 slope on the sides and an earth baffle placed periodically with an 8" pipe at the flow line to prevent erosion. The baffles will allow runoff to be minimized, even though it has been deter- mined that historic runoff volumes will not be increased. The City of Greeley Planning Department was concerned about the length of the cul-de-sac. Unfortunately there is no other way to access lots 3 and 4, so the length of the cul-de-sac will have to remain as it was originally proposed. 880223 Greeley- Weld County Airport Authority Concern: Applicant has knowledge of the location, size, traffic patterns and volume of the existing airport. Based on that knowledge applicant will grant an avigation easement to the airport upon County approval of this minor subdivision application. Eaton Fire Protection District Concern: The fact that the Fire District has never responded to the original ap- plication submitted in July, nor have they returned no less than 3 tele- phone calls indicates to me that they have little concern over this matter, however, the bid from North Weld Water District does include a fire hydrant which is to be installed approximately on the line between lot 5 and 6. An estimate of construction costs are as follows: Electric $6646.00, Gas $3000.00, Mountain Bell $1938.90, Water (including fire hydrant) $4255.17, road construction $7500.00, bringing the total estimate to $23340.07. The method of financing construction costs is simply the sale of lots in proposed subdivision. We recently completed building a home on what will be lot 1 of the subdivision. The appraisal indicated a value of $25,000 for land. Upon the sale of the first lot the improvements to the land will be completed in a timely manner. Respectfully submitted: Don Brazelton 880223 UTILITY SERVICE STATEMENT FOR SUBDT"TSIONS FINAL PLAT The following record of utilities shall be processed by the subdivider or his representative as required in Section 6-2 H. of the Weld County Subdivision Regulations. NAME OF SUBDIVIDER OR DEVELOPER Don and Carolyn Brazelton Name of Subdivision NORTH COUNTRY ACRES Agent/Owner Don and Carolyn Brazelton Name & Address 1159 North 1st Ave. Greeley, CO 80631 ELECTRIC UTILITY COMPANY_ Co Approved by 40.6- / -nuk4 -, asio /-02l-gt (Name) Title) / (Date) Subject to Disapproved by (Name) (Title) (Date) WATER Ylo ` � u�LQ�c'ti �1� � _ Approved by �� < � � � A„ -ti ( Gp,,;: QI 7a..._ >,) / (Name) (Title) ( ate) Subject to - Disapproved by (Name) (Title) (Date) SEWER ON' Z o f Sep f/(- Approved by (Name) (Title) (Date) Subject to Disapproved by (Name) (Title) (Date) TELEPHONE COMPANY vvVVII Approved by ,(lbait, 6 xo,n.� //lavnpJ 1-7-88 (Name) (1 (Title) (Date) Subject to ni.AJ taAi//a/ O- J f:l« t. tt4. 'iv (en. (7,/1,.- Uxi/ifi;c Disapproved by (Name) (Title) (Date) GAS COMPANY Approved by /1//1/4 /'?"q i en5. /e411 /- /3 .88 (Name) (Tittle) (Date) Subject to r1Ar L irns'GN Disapproved by (Name) (Title) (Date) FIRE DISTRICT Approved by (Name ) (Title) (Date) Subject 880223 Disapproved by R04-79-025 (Name ) (Title ) (Date ) NORTH COUNTRY ACRES WELD COUNTY, COLORADO (proposed subdivision) • - I . NBY00'39"E 441 N9 00't 7 6.yd so'F1xn.r` 4. .pa«,a; iaia -��••• 330.30 it s° N79'5111-..re ear_ .Be 8. 4,ry/ Lot 3 La 2 8 a Lot I I" :c 4,4 t' 8 1, ,• am a 19 suss 19 90 0013 I m t p Y _. / 3303 vo.oa 4 x100000 M I. N„� o. 12 ;333 4 ,x=�'�a4 i� yaM' 33000 w N L...--P 44 0 W t1 0 ,I m8I Lot 4 Lot 3 a_ Lot 6 I_ g s 2.03 Gau 2.07 outs 00 .192 Gass I z ofz I mot mos' ... 330.02' ]II - 58r20'27"W 1273.12' • I • Ito: I mv� at ox.II(n 1...32.T4 N. 043M.gm I.M. EASEMENT DESCRIPTION The property depicted in the drawing above is located in the 1100 Block of North First Ave. , Greeley, CO. There is an existing home on what is shown ... as Lot 1 and all utilities are in so utilities will need to be provided for lots 2-6 only. The utilities will be run to these properties via the 60 foot road and utility . easement that separates lots 1 & 2 from lots 5 & 6. COST ESTIMATE The estimated cost of providing service to these properties is-C/333.30 and the easment description stated above is acceptable for servicing this property. Estimate is for single party service to each lot. Approved by: .�ll7a�� L �(�ia en� ni Erate /-8.86 for MDuntai Bell • 880223 NORTH COUNTRY ACRES HELD COUNTY, COLORADO - (proposed subdivision) • lel r• N89W5.39-E �,4401; N90000.007 7}&10' t,.�SaQ. � —�..11aM.F JNDY NT9.5355•�1a...� r // 59 . rya r— 8 8. p,. / Lal 3 La 2 8,1 Lnl l e�'a L82 saes $$ 199 eves 190 acres :• s' mit ^ 4444' aao.eo'°1r --n9.00000 v1 ,n —.`r 4,i .q.0e aaa41w Ww1 .rer....s.r ala k gl0- 8I Led 4 g.°. Las •0 Lal a °I^�^ 203 acres � 207 eves 192 eves2C a= I I 1 .Seat 44wef •_� aaaef 889'2027•W 1273.12' • I ' Lei G • . . a.c az.r.e. aesa.o.$.w. • . EASEMENT DESCRIPTION The property depicted in the drawing above is located in the 1100 Block of North First Ave. , Greeley, CO. There is an existing home on what is shown as Lot 1 and all utilities are in so utilities will need to be provided for lots 2-6 only. The utilities will be run to these properties via the 60 foot road and utility . easement that separates lots 1 & 2 from lots 5 & 6. COST ESTIMATE The estimated cost of providing service to these properties is $ OOO . 00 and the easment description stated above is acceptable for servicing this property. TA/..5. ell .a.it tole'-5 /n01-ti//n ft... of fh4e pl.5 ncn/n ..1-(J. Or.e.,.... 6- /- 8$ t.a 7- /-$g , r4 s eat/nave Joel net /aG/`r✓e /4-e c.j/- a/ Me • S 4,vice- /1n444 0^ e'cc4 ln./..1i1.,.%d lera/ter ttl• Approved by: ;?.....,1j Date / --2-5--4" 8 for Greeley Gas Co. 88,0223 NORTH COUNTRY ACRES WELD COUNTY, COLORADO (proposed subdivision) • 1 : 1 t . N59,3359% aa'nNrxr 11.13 _, N90' 'pol 736.90' a a ..p�—.u, imam awoo . n N79.p 53�E l:woe• 2 Y I ry Lol J - ' Lat 2 Y h Lel I e �' L02 mcrn � L99 eats 8" 190 acres I.1 a .I ae /` mama' MOO. i / Nf Oe mmM II, N — re l�� x�pmafi aced JfOW WI 1mM r I not Ile E O O' igI Let 1 Lela $ Lat a I_ =i ^'Qas 192 acres it 203 mcrea a 2.07 anal I 2 not met he e _ _ 2 _ • I I se9•zo'z7'w 1273.1z' • 01 m..Ma1N lea,I.TeM. P400,la P.M. ' EASEMENT DESCRIPTION The property depicted in the drawing above is located in the 1100 Block of North First Ave. , Greeley, CO. There is an existing home on what is shown as Lot 1 and all utilities are in so utilities will need to be provided for lots 2-6 only. The utilities will be run to these properties via the 60 foot road and utility . . easement that separates lots 1 & 2 from lots 5 & 6. COST ESTIMATE The estimated cost of providing service to these properties is - '425g. /7 and the easment description stated above is acceptable for servicing this property. -74)5 cT 15 Foe- A I:Uaytie_ .✓/mt • 7o THE- Edon of THE, CLL.-17C-5A0 A/Llfl _CIO,6-5/.117- $AJGLQ-PE /77ETE-Pcs To 7LDi✓/Ddr9L PRo e-ey, - Approved by: (co1Lo04l /cJMo Date /— id — g . for North Weld Water District 880223 NORTH COUNTRY ACRES WELD COUNTY, COLORADO (proposed subdivision) It ' N89.05'39"E ,�e4�x..+ 44.I): N90.00'00" 738.90' trX,s1 I 4 t.Ap._4413 into' 340A0 Ili y N7g53'S5.,• l— m /� s. d4'/ Lot 3 $R Lee 2 S'� Lot 1 '.I 4't L82 acres $ 1.99 ayes a 190 avu I. v / r . .I ? / fo.000°w L _ • :„44.0) recast 340M s �I N ✓— M4 m De."'"i.W.t., Ia 'SI W:II a n O t, l Lot 1 Lot S 2.. Lot 6 0 8 I �I Ni 203 acres _ a 207 acres '•.192 ayes I E 2I I z 1 snot .. egos - ... moot 1 su 389.20.27'W 1273.12' • I • I. I It fr. 1C1/4 s.. e.rax, COW.Hi Pt. • EASEMENT DESCRIPTION The property depicted in the drawing above is located in the 1100 Block of North First Ave. , Greeley, CO. There is an existing home on what is shown as Lot 1 and all utilities are in so utilities will need to be provided for lots 2-6 only. The utilities will be run to these properties via the 60 foot road and utility . easement that separates lots 1 & 2 from lots 5 & 6. COST ESTIMATE L/ s� The estimated cost of providing service to these properties is g/ t-e 7� and the easment description stated above is acceptable for servicing this property. Approved by: 6- a•'(ti ( Date ( - (' ,Ff for Public Service Co. 880223 r, B 1158 REC 02101158 05/28/87 08: 52 ./002 ' F 0321 MT ' ANN FEUERSTEIN CLERK & R )RDER WELD CO, CO ARd101158 s 'Wafmij 6Deed- THIS DEED is a conveyance of the real property described below, including any improvements and other appurtenances (the "property')from the individual(s),corporation(s),partnership(s),or other entity(ies)named below as GRANTOR to the individual(s) or entity(ies) named below as GRANTEE. The GRANTOR hereby sells and conveys the property to the GRANTEE and the GRANTOR warrants the title to the property, except for(1) the lien of the general property taxes for the year of this deed, which the GRANTEE will pay(2)any easements and rights-of-way shown of record (3) any patent reservations and exceptions(4)any outstanding mineral interests shown of record(5) any protective covenants and restrictions shown of record, and(6)any additional matters shown below under"Additional Warranty Exceptions". The Specific Terms of This Deed Are: Grantor: (Give name(s)and place(s)of residence.if the spouse of the owner-grantor is louring in this Deed to release homestead rights,identify grantors as husband and wife.) Michael B. Hungenberg and Paul D. Hungenberg Grantee: (Give name(s) and addressles), statement of address.including available road or street number, is required Donald L. Brazelton and Carolyn J. Brazelton Form of Co-Ownership: pt there are two or more grantees named,they will be considered to take as tenants in common unless the words"in Joint tenancy"or words of the same meaning are added in the space below.) in joint tenancy Property Description: (Include county and state.) • See Exhibit A attached Property Address: 1201 North 1st Street, Greeley, Colorado Consideration: (The statement of a dollar amount is optional;adequate consideration for this deed will be presumed unless this conveyance is identified as a gift.in any case this conveyance is absolute.final and unconditional.) Ten Dollars ($10.00) and other valuable considerations Reservations-Restrictions: (II the GRANTOR intends to reserve any interest in the property or to convey less than he owns.or if the GRANTOR is restricting the GRANTEE'S right in the property.make appropriate indication.) Et m n Additional Warranty Exceptions: (Include deeds of trust being assumed and other matters not covered above.) `.° Subject to governmental ordinances or regulations and subject to liens by reason of inclusion within any special district. Executed by the Grantor on May 27. 19 87 Signature Clause for Corporation,Partnership or Association: Siature Clause f for Individu 1(s): �8 Name of Grantor, Corporation,Partnership or Association ( / Grantor A By CS Grantor By Altpst, ' ' �- Grantor f l .3`STAT£'OF COLQ$A,O9 ss. . dOUNT.Y OF jJELD 1 n t , RpclOFbgomg pnsbdmpot was acknowledged before me this 27th day of May 19 $7 -- f.By•;p]icN ��-d: Hungenberg and Paul D. Hungenberg WITNE$Sitnyhand gnd'afficial seal. /i lay commlWon!!Prot r•b• (F December 30, 1988 // a pu 3TQTB;PFf. ss. COONTM QF.l"' The foregoing instrument was acknowledged betore.me this day of . 19 By• (•name individual Grantor(s)or if Grantor is Corporation.Partnership or Association,then identify signers as president or vice president and secretary or assistant secretary of corporation;or as partner(s) of partnership;or as authorized member(s)of association.) WITNESS my hand and official seal. My commission expires: Notary Public NO.201 01981 UPDATE LEGAL FORMS P.O.Box 1815-Greeley,Colorado 80832 (303)358-1199 880223 B 1158 REC 02101158 05/28/87 08 : 52 2/002 F 0322 MARY IN FEUERSTEIN CLERK & RECC ER WELD CO, CO A parcel of land located in the NE 1/4 of Section 32, Township 6 North, Range 65 West of the 6th P.M., Weld County, Colorado, being more particularly described as follows: Beginning at the SE Corner of said NE 1/4 and considering the East line of said NE 1/4 as bearing North 00°00'00" East, with all other bearings contained herein relative thereto; Thence North 00°00'00" East, 427.00 feet to the True Point of Beginning; Thence South 89°30'00" West, 1272.33 feet (Recorded 1275 feet); Thence North 02°59'43" East, 246.89 feet (Recorded North 2°15' East); Thence North 36°29'12" East, 218.36 feet (Recorded North 38° East, 221 feet); Thence North 79°53'55" East, 354.00 feet (Recorded North 80° East); Thence North 89°05'39" East, 44.13 feet; Thence North 90°00'00" East, 736.90 feet (Recorded East) , to a point on said East line; Thence South 00°00'00" West, 473.80 feet (Recorded South) to the True Point of Beginning; AND A parcel of land located in the NE 1/4 of Section 32, Township 6 North, Range 65 West of the 6th P.M., Weld County, Colorado being more particularly described as follows: Beginning at the Southeast Corner of said NE 1/4 and considering the East line of said NE 1/4 as bearing North 00°00'00" East, with all other bearings contained herein relative thereto; Thence North 00°00'00" East, 416.16 feet to the True Point of Beginning; Thence South 89°20'27" West 1273.12 feet; Thence North 02°59'43" East 14.40 (Record North 2°15' East); Thence North 89°30'00" East 1272.33 feet (Record North 38° East); Thence South 00°00'00" West 10.84 feet to the True Point of Beginning. EXCEPT that portion conveyed to the Department of Highways by Deed recorded May 17, 1961 in Book 1584 at Page 615. Together with 34 Acre Foot units of Northern Colorado Water Concervancy District, 1/2 share of the Capital Stock of the New Cache La Poudre Irrigating Company, 2 shares of the Capital Stock of the Divide Lateral Company. • 880223 STATE OF COLORADO CERTIFICAT. OF TAXES DUE S. S. { COUNTY OF 1•. ..D I, the undersigned, County Treasurer in and for said County,do hereby certify that there are no unpaid taxes,or unred emed tax sales,as appears of record in the office,on the following described property,to-wit: TR NO. I� PARCEL ;r: .81 3135�.Y....D PT Nl:::4 32 •'? 65 BEG 427 ' N FROM SE COR NAME 6208033 2000028 -- R .389D30 ' W 1 ?.7:x.'.:.33 ' 1J0 'D59 F 246,89 ' N36T);"9 ' E: VENDOR BR:AzE:I...ToN DONALD) i_. R CARCJ 218,36 ' N'r 9D53 ' F 354 ' N.89D05 ' F 44„ 13 ' E736 ,90' NO. TO A PT ON E I..N THENCE ,S473. I3O ' TO BEG ( „33R ) DONALD BRAZEL.TON ;.1201 NORTH 1 S1 % it, f:4 EXCEPT— 1987 TAXES - $93,98 INTEREST DUE $0>00 NORTHERN CO WATER CONSERVANCY 1987 TAXES DUE $31 .50 (62080332000028 WOO) TOTAL AMOUNT DUE FOR THIS S PARCEL IS $125,48 This does not include land or improvements assessed separately or special District assessments unless specifically requested. F'El Rt.tARY 0'.`S, i 9f:lf:; FRANCIS M.LOUSTALET 88022 TREASURER OF WELD COUNTY, � J_ PROTECTIVE COVENANTS FOR NORTH COUNTRY ACRES A SUBDIVISISON IN WELD COUNTY, COLORADO Section I. LAND USE 1. No site will be used for pruposes other than residential. 2. Two large animals (farm animals) will be allowed on each lot, except that no hags will be allowed on any lot. In the event that farm animals are kept, the owner shall dispose of the animal waste in the barn and corral arca in a timely manner and also must feed said animals a salt or feed ration that is intended to control the fly population. 3. Lots are to be maintained so that they will not cause a dust or weed problem. 4. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done which may be or may become a nuisance or an- noyance to the neighborhood. No lot shall be used as a dumping ground for trash, rubbish or other waste, nor as parking or storage area for vehicles or materials of any kind, except for personally owned and used automobiles of the owner. One camper and one other recreational vehicle may be stored in the open on each lot as long as they ar parked to the rear of the lot and not in the driveway or on the street. 5. Natural drainage associated with any corral area shall be altered and so maintained that such drainage shall not drain onto other properties. 6. No fence, wall or hedge shall be higher that 6 feet, unless written approval is obtained from property owner adjacent thereto, within North Country Acres. 7. No commercial business may be operated on any lot within North Country Acres. 8. No lot as platted shall be subdivided for the purpose of making 2 or more lots. Section II. BUILDINGS 1. Dwellings on lots 2 thru 5 will be restricted to ranch style (single- level) houses and outbuildings can not exceed a height of 15 feet at the highest point, measured from the natural ground leves. Lots 1 and 6 are not restricted as to height of any structure. 2. The ground floor area of the main dwelling shall be no smaller than 1200 square feet exclusive of garages and open porches. 3. At least 30% of exterior wall finish shall be brick, stone or masonary. 4. All construction within North Country Acres shall be new on-site con- struction. No previously erected or factory built structure shall be moved and set upon any lot. 5. No barns, garages, sheds or any other structure shall be built of used material. 6. No structure of a temporary character, basement, tent, shack, garage or trailer shall be occupied or used as a resicence temporarialy or permanently. If a temporary structure is used during construction, it shall be removed within 6 months or when the residence is completed, whichever is sooner. 7. The construction of the dwelling or any other structure on any lot shall be completed within 6 months after it is commenced. Section III. GENERAL PROVISIONS 1. No outside storage of containers for trash or garbage shall be allowed, except on regular days for the collection of such trash, unless it is fenced so as to screen it from public view and trash containers are securley covered. 880223 Section III. cont'd. 2. Dogs, cats or other household pets may be kept provided: a.) they are not and do not become a nuisance or annoyance. b.) pets are limited to two (2) of any one type with a maximum of 3 household pets per residence. 3. These covenants are to run with the land and shall be binding on all parties owning and maintaining property within North Country Acres for a period of twenty-five years from the date these covenants are recorded, after which time said covenants shall be automatically extended for successive periods of ten years unless an instrument signed by 75% of the then owners of the lots has been recorded, agreeing to change said covenants in whole or in part. Parties owning more than one lot will have the right to vote one time for each lot owned. 880223 NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION # Adams, Lester B. 1000 North 1st Ave. & Bertha E. Greeley, CO 80631 080333000051 Adams, John E. 1050 North 1st Ave. & Neva E. Greeley, CO 80631 080333000056 McElroy, Katharine S. P.O. Box 609 ETAL Greeley, CO 80631 080333000010 Capp, Lucille E. 1201 North 1st Ave. Greeley, CO 80631 080332000034 Dellco Investments LTD P.O. Box 2480 Greeley, CO 80631 080332000036 Yost, Howard S. & 2107 50th Ave Stutzman, Timothy J. Greele , CO 80634 080332000037 Hann, William C. 190 "0' Street & Angela J. Greeley, CO 80631 080332000038 Johnson, Herman Leroy P.O. Box 747 J Quarter Circle Co. Eaton, CO 80615 080332000033 Monfort of Colo. Inc. P.O. Box G Greeley, CO 80632 080332000026 Waymire, Richard L. 1051 North 1st Ave. • & Patricia A. Greeley, CO 80631 080332000024 Monfort of Colo. Inc. P.O. Box G Greeley, CO 80632 080332000023 Bohlender, Wilmer 19999 Weld Co. Road 66 & Alma Greeley, CO 80631 080332000022 Monfort of Colo. Inc P.O. Box G Greeley, CO 80632 080332000041 Flower, Thomas James & 1331 North 1st Ave. Cassandra Renouf Greeley, CO 80631 080332001005 Gomez, Benjamin P. 512 5th Street R Amparo T. Greeley, CO 80631 080332001006 Roth, Samuel L. 1255 North 1st Ave. & Rnth A. Greeley, CO 80631 080332001007 880223 JACK L. ODOR REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR STATE OF COLORADO 833 WILSON AVENUE, FORT MORGAN, COLORADO 00701 AREA CODE: 303 PHONE: 967-6666 DRAINAGE: As A RESOURCE FOR TECHNICAL INFORMATION, I HAVE ELECTED TO USE PEAK FLOWS IN COLORADO BY THE U.S.D.A. SOIL CONSERVATION SERVICE. INCLUDED HEREIN ARE EXCERPTS FROM THAT PUBLICATION. PAGES 13, 21, 51, 57 AND 79 WERE USED IN THIS ANALYSIS. THE DEVELOPED SUBDIVISION WILL CONSIST OF SIX (6) RESIDENTIAL HOUSING UNITS ON APPROXIMATELY THIRTEEN (13) ACRES OF LAND WITH A ROAD DOWN THE CENTER HAVING A TWENTY-FOUR (24) FOOT WIDE ASPHALT SURFACE, ASSUMING A 4000 SQUARE FOOT AVERAGE IMPERVIOUS SURFACE PER LOT AND 20.000 SQUARE FEET OF DEVELOPED ROAD SURFACE GIVES A PER- CENTAGE COVERAGE OF ABOUT EIGHT (8)% FOR THE TOTAL TRACT. THIS NUMBER COMPARES FAVORABLY WITH THE CATEGORY TERMED 'FARMSTEADS' ON PAGE 21. CURRENTLY, THE LAND IS USED AS A 'ROW CROP' USING STRAIGHT ROWS, THIS CATEGORY IS ALSO NOTED ON PAGE 21. USING PAGE 79, A TWENTY-FIVE (25) YEAR TWENTY-FOUR (24) HOUR STORM IS AN EVENT OF APPROXIMATELY 3.2 INCHES. USING A HYDROLOGIC SOIL GROUP B AND AN AVERAGE HYDROLOGIC COND- ITION, A CURVE 80 IS SELECTED FOR THE EXISTING CONDITION. FOR FARMSTEADS. A CURVE 74 IS SELECTED IN THE SAME SOIL GROUP. RUNOFF FOR THESE CONDITIONS ARE 1.04 INCHES ON CURVE 74 AND 1.40 INCHES ON CURVE 80. THE CONCLUSION TO THIS PART OF THE ANALYSIS IS THAT THE DEVELOPED TRACT WILL ACTUALLY YIELD LESS RUNOFF THAN THE EXISTING CORN FIELD, PAGE 13 INDICATES THAT THE FLOW DEVELOPED FOR THIS EVENT IS ABOUT FOURTEEN (14) CFS AT ITS PEAK. 880223 JACK L. ODOR REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR STATE OF COLORADO 833 WILSON AVENUE, FORT MORGAN, COLORADO 80701 AREA CODE'. 303 PHONE-. 967.5666 DRAINAGE (C0NT): IN OPDER TO GIVE AN ADDITIONAL FACTOR OF SAFETY AND TO INSURE A SOUND ROAD SYSTEM, A BORROW PIT ON EACH SIDE OF THE ROAD IS PROVIDED AND A DRAINAGE EASEMENT WILL BE CUT IN BETWEEN LOTS 3 AND 4, A CROSS SECTION OF THOSE FEATURES IS PROVIDED. THE AREAS WILL CONTAIN ABOUT 12,000 CUBIC FEET OF STORAGE AND RESTRICT FLOWS TO MANAGEABLE QUANTITIES. PRECISE CALCULATIONS ARE NOT NECESSARY BECAUSE THE STORAGE VOLUME AND FLOW LIMITATIONS PROVIDED BY THESE FEATURES ARE IN EXCESS OF HISTORIC VALUES AS IT IS. i w✓vi `'. V.. Fd ` set t . 3895 FCa %� COIo ,ti. 880223 ++' ;an♦e< a ♦ v7 .. 4 to .f r 1 4d"""f F i r 3 �` J � xE�9P ,� ..,� �� `��, f A i S 1p . � 1 It :; • 6 2s..-=. S a • 4t11:1—I1 :445.4........44._ i t r " 1 pi 1 1•t ♦ I 1 ..I l y 1.1 - I I ) 1 1 T PE-,II �1 S�EJR��— I 1 I.• I -I---f-J j I� 'I � I ` 1 IiiI ! I' II i iI 1; 1 I ,I 111 LI• I —I L .[ • • �.`C_R J E IN_En tizmr gC�ORADO ...1 I. .1,. 1 I. .12; 1_ ii 11 �{ 1 P I __ I . I II I I H 'i i 1r 11 I f I r I I . _ t ' -I I t,1 I I I _I: 1 1.1 1 1 --.1:;:-. .. I h■ ' -'1. 1 _.- 1• _ ! I I 11 r' t '- 1 e i.:.� 1 1 1 G �'gV ( I1 41 i Ir I�.aiI } : t . roo �1�1 1 f' III.: I i ItL - I y; {N -; .---t..-f—,---1---.7.-IL ,-Jr II 1 17- trp • 41 I �a 1 ,, 1 •6 4 I 3�iIpIF1 "1 I L: 1 t 1441_ F- z '1'.. 1 '�: I II t ..J I • ~ Ii ,t T , . II t • a ti j • • I tt ( I .i .; a �1.� I --J.'i j. I12.:.-1•::•,:.',1-: t II {- ' , I• I I � .1 j..,Ill '.ill I: 1 lam? I 1 p it F I� II!_..I._ _I I Lr ;' Iti, i. 1 D. 6 • 2 1 �'.. I ..�1� �..Ir.1y1 I Its � { i �.�Ii � �, ;� I { ♦I---{ II f1Yi .. �C�_—_ o I I j ,, I /r� -I-I I �-,r i , 1 11 , I'- 11 I' ,• I r_ i j . 3 `i _ . -ti 101 .. - _ I I I' ` 6 J 1 1 eI_ � .J I_i I„ !� I. I .I 1 -'tt TF = I I �-�L1 y rtttd { '� 61{ 1 1 1 f� 1 I 1 ]� I �I 1T 44 TN -t---o 4. L ] L .1 j e 1 �,; 1 :� r t { 1 r �7i-I 1 - G $tj�'' r" } --1 a • �J-t I {J P �� _ 0�1 , I In-2./5-+ I C- 1� t_I1-.11411-1:12.-.1-I.51.--11.1111-11 1' =-: t .::1 a 1iE p . fI ,_ J �I .1 -i- I J I II II _ vy �_—i_ I 1 0 6 - .. `i i - 1 >1 m�m.m I c�a fir r tt. is - _ -� , ., I �_ t� r, 1NAdt C ) - s ;� al, w r 1I 2 3 4 a 6 - a 110 a a 4 6 6 7 is 2100 2 3 4 6 a 2 6 21000 FIGURE S-IA Peak Rates of Discharge for Small Watersheds (24 Hour Type ILA Storm Distribution). SHEET 2 OF 6 t 1 = 13 ,::- - 'r*` U'`e i i ,, 3 ifv'4 �'' j' $'k t�^� �A we '}%F y�$��°5 � )44-W4.44", ` Y�a r� 4�n� �� f y ��N n ..4,ti Ear �a �� e •=. 4.`` x X4'0 �4 ,1+1 i $aV v. :,,T,, s 3 , w. ..a ''x xr+� 5 v `` 4. ,, l9h z?�,,, «yy„ }- A � - as 14,i.�p + 7 ..iis ( d q C S Stec d I C Er -, E _ f el_ I 6 � �:":erta �:o -c_: rP ':J t .r 4, Small r_ra_ row Poor 76 84 88 1 grai Go 63 75 E3 87 ont, Po ,: 63 74 82 ES rn_,:: fl 73 F'_ F: `-�..�-- •1( Terraced Poor 61 72 74 82 Goo( 59 70 T:-; 81 1 i Close-see-_led ' iraiai;t row Poor 66 77 8' 84 F`�,T� } legumes 1 �� Good 58 72 F.:. 85 or Contoured Poor 64 75 8; 85 rotation " Good 55 69 7E 63 meadow "and terraced Poor 63 73 8C 83 "and terraced Good 51 67 76 80 11"..3 Pasture Poor 68 79 86 89 or range Fair 49 69 79 84 C,00d 39 61 74 80 r , 4 Contoured Poor 47 67 81 88 Pair 25 59 75 83 Good 6 35 70 79 EriMeadow Good 30 58 71 78 Woods Poor 45 66 77 83 r ^ Fair 36 60 73 79 1 Good 25 55 70 77 Fermstends ---- 59 (74 ) 82 86 r1 R, a, c (dirt) 2/ -__ 7_ 52 c- 89 -T-, i1.\..' *Lr/A:r\ -- 74 54 O- 92 1/ Close-drilled or broadcast In cluding nccludiding right-of—way Lirli r 1 21 .1_x .....-. try I:1: 7-1 RUNOFF FOR INCHES OF RAINFALL eir L l so Inches 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0 0.O0 0.01 L J 1 0.02 0.04 0.06 0.09 0.12 0. 15 0.18 0.22 0.26 0.30 --T 2 0.35 0.40 0.45 0.50 0.55 0.61 0.67 0.72 0.78 0.85L l 0.91 0.97 (5.47 1. 11 1.17 1.24 1.31 1.38 1.45 1.52 J{ 4 1.60 1.67 1.75 1.82 1.90 1.97 2.05 2.13 2.21 2.29 h 5 2.37 2.45 2.53 2.61 2.69 2.77 2.85 2.94 3.02 3. 10 1 6 3.19 3.27 3.36 3.44 3.53 3.61 3.70 3.78 3.87 3.96 7 4.04 4.13 4.22 4.31 4.39 4.48 4.57 4.66 4.75 4.84 '. 'ik 8 4.93 5.02 5.11 5.20 5.29 5.38 5.47 5.56 5.65 5.74 r 9 5.83 5.92 6.01 6. 11 6.20 6.29 6.38 6.47 6.57 6.66 10 6.75 6.84 6.94 7.03 7. 12 7. 21 7.31 7.4C 7.49 7.59 11 7.68 7.77 7.87 7.96 8.06 8. 15 8.24 8.34 8.43 8.53 12 8.62 8.71 8.81 8. 90 9.00 9.09 9.19 9.28 9.38 9.47 L `-, 13 9.57 9.66 9.76 9.85 9.95 10.04 10. 14 10.23 10.33 10.43 J iq 14 10.52 10.62 10.71 10. 81 10.90 11.00 11.10 11. 19 11.29 11.38 _ '' 15 11.48 11.58 11.67 11.77 11.86 11.96 12.06 12.15 12.25 12.35 L 7J lj 16 12.44 12.54 12.64 12. 73 12.83 12.93 13.02 13.12 13.22 13.31 j 17 13.41 13.51 13.60 13. 70 13.80 13.89 13.99 14.09 14.19 14.28 - r k 18 14.38 14.48 14.57 14.67 14.77 14.87 14.96 15.06 15.16 15.26 19 15.35 15.45 15.55 15.65 15.74 15. 84 15.94 16.04 16.13 16.23 L J 20 16.33 16.43 16.52 16.62 16.72 16.82 16.91 17.01 17.11 17.21 L I._ NOTE: Runoff value determined by equation Q = (P-0.2 S)z J }i P+0.8S i REFERENCE: National Engineering Handbook, Section 4, HYDROLOGY lt Cd F 5 880223 .. J t, _,t .�lFb�.v , .F.. n unr t , 80 w RUNuFF FOR INCHES OF RAINFALL 4 i �I Y I �+t l i Ej, I.,.��' 0.0 0.1 (0.2') 0.3 0.4 0.5 0.6 0.7 0.8 0.9 y 0.00 0.01 C.03 0.06 .. 0 1 ifi 1 0.08 0.12 0.15 0. 19 0.24 0.29 0.34 0.39 0.44 0.5C a �' 2 0.56 0.62 0.69 0.75 0.82 0.89 0.96 1.03 1.10 1. 18 i :.pi`s•' ( 3 1.25 1.33 1.40 1.48 1 .56 1.64 1 .72 1.80 1.88 1.96Ihj M 4i x L yy 4 2.04 2.12 2.21 2.29 2.38 2.46 2.55 2.63 2.72 2.81 0 5 2.89 2.98 3.07 3.16 3.24 3. 33 3.42 3.51 3.60 3.69 , iii 4i 6 3.78 3.87 3.96 4.05 4.14 4. 24 4.33 4.42 4.51 4.6C 7 4.69 4.79 4.88 4.97 5.C6 5. 16 5.25 5.34 5.44 5.53 8 5.62 5.72 5.81 5.91 6.00 0.. 10 6.19 6.2E 6.38 6.47 '44,1 q 'I�� 9 6.57 6.66 6. 76 6.85 6.So 1.04 7.14 7.23 7.33 7.43 ;.4I t., el 10 7.52 7.62 7.71 7. 81 7.50 8.00 8.10 8.19 8.29 8.38 L k 11 8.48 8.58 8.67 8. 77 e.e7 8.96 9.06 9. 16 9.25 9.35 Yt _�t! 12 9.45 9.54 9.64 9. 74 9.83 9.93 10.03 10.13 10.22 10.32 k1, ° I,, 13 10.42 10.51 10.61 10.71 10.81 10.90 11.00 11.10 11.20 11.29 F.± Ny '' 14 11.39 11.49 11.59 11.68 11.78 li.88 11.98 12.07 12.17 12.27 r 15 12.37 12.47 12.56 12.66 12.76 12. 86 12.96 13.05 13.15 13.25 ':1 16 13.35 13.45 13. 54 13.64 13.74 13.84 13.94 14.03 14.13 14.23 al. t^ i 17 14.33 14.43 14.53 14.62 14.72 14.82 14 .92 15.02 15.12 15.21 e 7 18 15.31 15.41 15.51 15.61 15.71 15. 80 15.90 16.00 16.10 16.20 19 16.30 16.40 16.49 16.59 16.69 16.79 16.89 16.99 17.09 17.15 Lim) is Ct , .., 20 17.28 17.38 17.48 17.58 17.6E 17.78 17.Pd 17.98 18.07 18,17 e . j `f ' NOTE: Runoff value determined by equation Q = (P-0.2 S)z P+ 0.8S [ff.) REFERENCE: National Engineering Handbook, Section 4, HYDROLOGY .14 41'fi . D �� 57 880223 L--47] 4.,Q;l: . 17 •G,ii- (..-: :- r, ;.- ' 1,2-) , ( it /, 4 D 1 � I a i I 'r —i cu-J '�,.� s .. ,�� e ��m (.� fY �� '� �'°�a1 M� I \_ . l�1 ) 2 s �e I � —� .�� ►` �� i lam')' I .-z. T N _ aN e u ? � r ' S � � I � 4-4 ,,,•��} Y I' ci. �� € I �rl L r J s' Y—T �` 0----I_ ,�_ - ( c _ 's i ) I _ � en �� m 1_ -ro r ,� � � �\ o i > i - 1 1 il J� I ` _L i -�4t�\_ - I �- L 1 i I cm —5 _ M 0 . .1 I A c"' I `IIN • •0 • O - T z i i -o c 1 i- --J `, I \�- Iv b m z 1 I I I .n m -1' ) ��- I -I r I I' I I , .$ � 1 I I I 4 N. 1 I I us _ - — �i.___�— W w w � a O V m 880223 REPORT OF A GEOTECHNICAL INVESTIGATION MR. DON BRAZELTON GREELEY, COLORADO PROJECT NO. 320G-87 BY EMPIRE LABORATORIES, INC. 2159 9TH STREET GREELEY, COLORADO 80631 880223 Empire Laboratories, Inc. P.O.Box 503 • (303)464-0359 GEOTECHNICAL ENGINEERING&MATERIALS TESTING 301 No.Howes • Fort Collins,Colorado 80522 July 9, 1987 Mr. Don Brazelton 2446 West 12th Street Greeley, Colorado 80631 Dear Mr. Brazelton: We are pleased to submit our Report of a Geotechnical Investigation prepared for the proposed single-family residence located on 1st Avenue, northeast of Greeley, Colorado. Based upon our findings in the subsurface, we feel that the site is suitable for the proposed construction, providing the design criteria and recommendations set forth in this report are met. The accompanying report presents our findings in the subsurface and our recommendations based upon these findings. Very truly yours, EMPIRE LABORATORIES, INC. /1-.::-/",,'[-;-1 - -,..'', .7Y *le i; t : c___-._J- Neil R. Sherrod ,\ Senior Engineering Geologist Reviewed by: ew/ `` \ L y Chester C. Smith, P.E. President cic 00 R41 We% \� Branch Offices i �, u. P.O.Box 1135 P.O.Box 1744 P.O.Box 10076 y I Longmont,Colorado 80502 Greeley,Colorado 80632 Cheyenne,Wyoming 82003 \�\ /� (303)776-3921 (303)351-0460 (307)632-9224 Member of Consulting Engineers Council i i 880223 SITE LOCATION AND DESCRIPTION The proposed site is located on 1st Avenue northeast of Monfort's Meat Packing Plant, northeast of Greeley, Colorado. More particularly, the site is described as a tract of land situate in the Northeast 1 /4 of Section 32, Township 6 North, Range 65 West of the Sixth P.M. , Weld County, Colorado. The site consists of an irrigated corn field. The property slopes to the west and has positive drainage in this direction. An existing residence is located on the north side of the property. An existing farm and outbuildings are located to the south, and fields are located to the west. At the time of the site exploration, the corners of the house were staked by the owner. LABORATORY TESTS AND EVALUATION Samples obtained from the test borings were subjected to testing in the laboratory to provide a sound basis for evaluating the physical properties of the soils encountered. Moisture contents, dry unit weights, unconfined compressive strengths, water soluble sulfates, and swelling potentials were determined. A summary of the test results is included in Appendix B. Consolidation characteristics were also determined, and a curve showing this data is included in Appendix B. SOIL AND GROUND WATER CONDITIONS The soil profile at the site consists of strata of materials arranged in different combinations. In order of increasing depths, they are as follows: (1 ) Silty Topsoil: The area tested is overlain by a one (1) foot layer of topsoil. The upper six (6) inches of the topsoil have been penetrated by root growth and organic matter and should not be used as a bearing soil or as a fill and/or backfill material. 880223 (2) Sandy Silty Clay: This stratum underlies the topsoil and extends beyond the depths explored. The silty clay is plastic, contains varying amounts of sand, is moist and exhibits low to moderate bearing characteristics. When wetted, the shearing strength of the clay is reduced; and upon loading , minor consolidation occurs. (3) Ground Water: At the time of the investigation, no free ground water was encountered at the site to the depths explored. Water levels in this area are subject to change due to seasonal variations and irrigation demands on and/or adjacent to the site. RECOMMENDATIONS AND DISCUSSION It is our understanding that the proposed structure is to be a single-family, three-bedroom residence having walkout basement construction. The property will be served by an on-site sewage disposal system. Site Grading Specifications pertaining to site grading are included below and in Appendix C of this report. It is recommended that the upper six (6) inches of topsoil below building, filled and paved areas be stripped and stockpiled for reuse in planted areas. The upper six (6) inches of the subgrade below building, paved and filled areas should be scarified and recompacted at or slightly wet of optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) Fill should consist of the on-site soils or imported material approved by the geotechnical engineer. Fill should be placed in uniform six (6) to eight (8) inch lifts and mechanically compacted at or slightly wet of optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. 880223 Septic System Due to the percolation rates and the soil and ground water conditions encountered at the site, it is our opinion that the site is suitable for construction of a standard-type septic system. It is recommended that the system be placed in the area of Borings 3, 4 and 5. Using a percolation rate of forty (40) minutes per inch, a three-bedroom residence will require a minimum one thousand (1000) gallon septic tank and a minimum of one thousand one hundred four (1104) square feet of absorption bed area. The soil absorption bed and/or trench constructed at the site should consist of three (3) inch diameter perforated plastic pipe. The pipe should be laid on as flat a grade as possible, running the full length of the bed and/or trench. The bed and/or trench should be covered by clean, graded gravel extending from at least two (2) inches above the top of the pipe to at least six (6) inches below the bottom of the pipe the full width of the bed and/or trench. It is further recommended that the pipe be a minimum of sixteen (16) inches and a maximum of thirty (30) inches below finished grade. The bed and/or trench should be covered with an untreated building paper to help minimize clogging of the gravel with earth backfill. Positive drainage should also be provided to reduce the potential for surface water to enter the system. The system should be designed in accordance with State and County regulations using the data provided in this report. The system should also be placed the required minimum distance from all pertinent ground features, as described in the Weld County regulations. GENERAL RECOMMENDATIONS (1 ) Laboratory test results indicate that water soluble sulfates in the soil are negligible, and a Type I cement may be used in 880221 concrete exposed to subsoils. Slabs on grade subjected to de-icing chemicals should be composed of a more durable concrete with low water-cement ratios and higher air contents. (2) Finished grade should be sloped away from the structure on all sides to give positive drainage. Ten percent (10%) for the first ten (10) feet away from the structure is the suggested slope. (3) Backfill around the outside perimeter of the structure should be mechanically compacted at optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) Puddling should not be permitted as a method of compaction. (4) Plumbing and utility trenches underlying slabs and paved areas should be backfilled with an approved material compacted to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Puddling should not be permitted as a method of compaction. (5) Gutters and downspouts should be designed to carry roof runoff water well beyond the backfill area. (6) Underground sprinkling systems should be designed such that piping is placed a minimum of five (5) feet outside the backfill of the structure. Heads should be designed so that irrigation water is not sprayed onto the foundation walls. These recommendations should be taken into account in the landscape planning. (7) Footing sizes should be proportioned to equalize the unit loads applied to the soil and thus minimize differential settlements. 880223 (8) It is recommended that compaction requirements specified herein be verified in the field with density tests performed under the direction of the geotechnical engineer. (9) It is recommended that a registered professional engineer design the substructure and that he take into account the findings and recommendations of this report. GENERAL COMMENTS This report has been prepared to aid in the evaluation of the property and to assist -the architect and/or engineer in the design of this project. In the event that any changes in the design of the structure or its location are planned, the conclusions and recommendations contained in this report will not be considered valid unless said changes are reviewed and conclusions of this report modified or approved in writing by Empire Laboratories, Inc. , the geotechnical engineer of record. Every effort was made to provide comprehensive site coverage through careful locations of the test borings, while keeping the site investigation economically viable. Variations in soil and ground water conditions between test borings may be encountered during construction. In order to permit correlation between the reported subsurface conditions and the actual conditions encountered during construction and to aid in carrying out the plans and specifications as originally contemplated, it is recommended that Empire Laboratories, Inc. be retained to perform continuous construction review during the excavation and foundation phases of the work. Empire Laboratories, Inc. assumes no responsibility for compliance with the recommendations included in this report unless they have been retained to perform adequate on-site construction review during the course of construction. 880223 KEY TO BORING LOGS re, TOPSOIL gig GRAVEL • nre FILL ® SAND& GRAVEL 60 / SILT ® SILTY SAND & GRAVEL r /1 CLAYEY SILT • Cc / a COBBLES• �i/ SANDY SILT .� .� Ei SAND,GRAVEL&COBBLES �, CLAY WEATHERED BEDROCK 1/1 SILTY CLAY SILTSTONE BEDROCK �d SANDY CLAY CLAYSTONE BEDROCK SAND • • • SANDSTONE BEDROCK • '•�� SILTY SAND •� LIMESTONE i. ■MI Pre CLAYEY SAND xxx xxx GRANITE xxx r)..2SANDY SILTY CLAY ■ SHELBY TUBE SAMPLE fiSTANDARD PENETRATION DRIVE SAMPLER WATER TABLE 24 FIRS AFTER DRILLING C HOLE CAVED 5/12 Indicates that 5 blows of a 140 pound hammer falling 30 inches was required to penetrate 12 inches. 880223 r.ADIac i sacs...alLE5. WC. , LOG OF BORINGS ELEVATION JO. 1 NO.2 JJO.3 100 J / 5/12 , s 95 . 5/12 Joe,/ 3/12 /:. . 4/12 d 90 r . 3/12 � 4/12 85 i r 2/12 'tic ; i 5/12 80 TBM, nail in rail fence post, elevation = 100.0' . e80223 EMPIRE LABORATORIES, INC. LOG OF BORINGS ELEVApokt 11O.4 IJo.5 100 95 90 2/12 & 85 e80223 EMPIRE LABORATORIES, INC. CONSOLIDATION TEST PRO. _:2O-c .575 BORING NO. : 1 DEPTH: 7 .« .515 DRY' DENSITv : 1D6.6 PCF MOISTURE: 14.4 .555 .545 .525 lL G .515 .505 .495 .45 Ei. 1 n. 25 0. 5 1 . 0 5 in AP'P'LIED PRESSURE — TSF la l L .0 : .t z —L .0 A :: :: 0 i1 —4 . 0. 1 0.25 n. 5 1 . 0 5 1 E+ APPLIED FRES:SUF'E — TSF 88022'..'.9 EMPIRE 1..9E0-IF.1=iTi PIE' IlIC . o c N N N V N N N N N pr y g to M M N In V V to N am I 0 > >U Cc' a0 e 0 co V=N 0 a x 9 a O 9 6 C >. x u y_ 0 oe q a a 9 r aEo o - J— I- J D Li co 2 WCC = vi a w F- u) O I- H F a u °-' w O ¢ aq_ N O O ='..e o CO • N N0 J CC W Q K 2 • d NLL W ln LS) N• yda r a r u '^t 0 0 0 0 .LT W CO LO in a:n ^ CO b d' E -- 04 N N a En 0 N M LD en T a CO O e-a O0) -^r— 0 0 p— r r r li 11') n N co a O) a <D CO tat M 01 Cr? o o r O ^ n Co O ^ O r O r r N N r N N N 0 0 LO O O O O • LO O O O O • 0 L_ . . .' LO . . • LA y V LI) OO O) r r ct Lll CO at r— CO ails- 111111 111111 I O- Ln O O O O O Ln O O O O O 0 O M szt N. CO szt O CO sat IN N C n P O Z r N 880223 SUMMARY OF PERCOLATION TEST RESULTS Percolation Rate Hole Depth to Depth to (Time required for water to fall No. Bedrock (ft) Ground Water (ft) one (1 ) inch in Min. ) 3 - - 27 4 - - 27 • 5 - - 40 8S0223 h E� xl Page No 41 Phone dCeiC9eU QX 454-3444 rnnn,czltt of 1 Pages GOODELL CONTRACTING P. 0. Box WC 2008 Eaton, Colo. 80615 DATE: PROPOSAL SUBMITTED TO: Jan. 21, 1988 NAME JOB NAME DON BRAZELTON Minor Subdivision STREET STREET: 1159 N. 1St. Avenue city: CITY: Greeley, Colorado We hereby submit specifications and estimates for: Construction of an 800 Ft. X 24 Ft. Street With a 50 Ft. Raidus Culdesac. 1. Excavation and Dirtwork 1 LS @ 1000.00 $1000.00 2. Fill Dirt (If needed) 190 Tons @ 6.25 1187.50 3. 4" Roadbase 3/4" 565 Tons @ 7.50 4237.50 4. 15" C.S.P. 40 LF -@ 12.00 480.00 I The above price does not include pavement or underground utility work. Quantities are estimated only. Final job total will be figured by actual quantities and by unit prices shown above. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of As Per Unit Prices dollars Es )with payment to be mode as follows. 10 Days following completion All material is guaranteed to be as specified. All work to be completed in o workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only on eel ten orders, and will become on extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays eyond our control. Ow er o carry Eire. tornado and other necessary ins urmtt. Our worker are fully covered by Workmen's Co mpenv n wropce. // • .z� �� Authorized Slgnoturee -/7y,� NOTE: This proposal may be withdrawn by us if not accepted within •-- / days' Arrrplunrr of 3rnpnbnl All accounts due and payable 10th of month following purchase. A service charge of 11% or a minimum of $1.00 per Month will be charged on all past due accounts. The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. a 8 C2 P.rrrpfrb: Signature Date Signature _ // Hello