The URL can be used to link to this page

Browse Search

Home My WebLink About921523.tiff WIND SONG RANCH PREPARED FOR: LIND LAND COMPANY P.O. BOX 1727 GREELEY, CO 80632 PREPARED BY: TUTTLE APPLEGATE, INC. 11990 GRANT STREET SUITE 410 DENVER, CO 80233 (303) 452-6611 97:4 998 921523 July, 1992 T.A. #92-102 TABLE OF CONTENTS Planned Unit Development Attachment A Title Policies Attachment B Deeds of Trust Attachment C Improvements Agreement Attachment D Covenants and Restrictions Attachment E Soils Information Attachment F Change of Zone Surface Estate Attachment G Change of Zone Minerals/Subsurface Estate Attachment H Illustrations of Homes 921093 PLANNED UNIT DEVELOPMENT 91.1992 a IL WINDSONG RANCH PUD Planned Unit Development Plan Application Requirements 1 . An original PUD application and 24 copies are included. 2 . A copy of the title insurance policy is included as Attachment A. 3 . A certificate of title covering the dedication of public right- of-way is included as Attachment B. 4 . Not applicable. 5 . A certificate from the County Treasurer showing no delinquent taxes on the property has been ordered and will be submitted this week. 6. A Colorado registered engineer has certified the construction plans. 7 . Following is a list of deed restrictions to be placed on the lots. During the PUD Plan approval process, other restrictions may be required. a. Uses allowed on the lots shall comply with the uses allowed in the R-1 and A zone districts of the Weld County Zoning Ordinance except that the following uses are excluded: noncommercial junkyards, hospitals, nursing homes, rehabilitation centers, preschools, daycare centers, private schools and child care centers. b. Animal units shall comply with the bulk requirements of the R-1 district. c. The maximum building height shall be 40 feet. d. The size of finished living space shall be a minimum of 1800 square feet. 8. A proposed copy of the Improvements Agreement Regarding Collateral is enclosed as Attachment C. 9 . Not applicable. 10. Total area of WindSong Ranch = 47.06 acres Lots = 33.26 Public right-of way = 3.72 Private open space = 9.88 Structures: 18 single family houses, accessory buildings as allowed, horse facilities such as arena and shed, tennis court, and gazebo. 9 Z1 ogj Off-street parking spaces: 3 11 . All structures and buildings will be used for residential and private recreation purposes. 12 . The outside perimeter of Blocks 1 and 3 will enclosed by a post and rail fence. The entrance and frontage on WCR 17 will be landscaped according to the PUD Plan. 13 . The private open space will be for the exclusive use of the residents and their guests. The open space will be used for walking, bicycling, horse riding, tennis, and gatherings. Section 8-15 of the Subdivision Regulations allows the Board to require the dedication of areas suitable for public use for parks. Assuming four inhabitants per unit and applying the formula, 0.8 acre could be required for WindSong Ranch. The PUD Plan proposes over 9 acres of Open space for the residents. Therefore we request that this dedication requirement be waived. 14 . The private open space will owned and maintained in perpetuity by the incorporated homeowners association. This association will have the authority to levy fees and enforce regulations for the maintenance of the open space. 15 . A copy of the covenants is included as Attachment D. 16 . Construction schedule for improvements: Streets, water systems, fencing, trails, grass seeding, telephone, gas, cable TV, electricity, grading, drainage facilities Sept-Dec, 1992 Horse facilities, landscaping,park Apr-July, 1993 or at 50% lot sales 17 . The development will be financed by conventional bank loans and the assets of the applicant. The estimated construction costs of the improvements is $330,000. 18. Not applicable. 19. Not applicable. 20 . A copy of the SCS Soil Report indicating area suitability for the development is included as Attachment E. 21 . A list of the names of owners of property within 500 feet of the development assembled from the records of the County Assessor within 30 days of the submission date is included as Attachment F. 22 . A list of the names of mineral owners and lessees under the land is included as Attachment G. 92, 998 23. The sign will be posted at the appropriate time. 24 . Illustrations of the typical architectural style of the homes at WindSong Ranch is included as Attachment H . The design objective of the development is to create a high quality residential community with generous open space and an equestrian orientation. Through minimum house sizes, quality building, landscaping, and covenant enforcement, the property values of the development can appreciate over time. The styles of all buildings must be approved by the Architectural Control Committee. Natural and natural looking materials will be used on the outside of all buildings. All accessory buildings must be architecturally compatible with the home. The buildings must be stained or painted in white or earth-tone colors. 25 . Ten prints of the Utility Plan are included. 26 . Three sets of the Street Plans along with computations are included. 27 . Three prints of the grading and drainage plan and computations are included. 28. Twenty five prints of the Landscape Plan are included. 29 . At the time of building permit, each house builder will submit a check payable to the Weld County School District RE-4 in the amount of $463. 13 for the construction of new school facilities. From the 18 lots, the School District will receive a total of $8 ,336 . 34 . 30 . Measures to mitigate potential impacts caused by horse keeping: a. Horses shall not be allowed on interior lots. Horses are prohibited on Lots 1, 16, 17, and 18. b. Corrals and barns shall be located as far as reasonably possible from residences. c. All corrals shall be fenced and not consume more than 35% of any lot. d. Horses shall be fed and watered in the corrals. Horses may occasionally graze on the remaining grasses on the lot. The grassed portion of the lot shall be maintained with healthy vigorous grasses with a 60% cover minimum. e. Corral manure shall be cleaned frequently to prevent infestation of flies and insects. The manure shall be hauled offsite or to a site designated by the HOA. f. Corrals are preferred on slopes of 2% to 5%. If corrals are on steeper slopes, there down hill side shall be bordered by an earthen berm to detain runoff and prevent gullies. All erosion gullies shall be promptly repaired. g. If blowing dust from corral areas becomes a problem for adjoining residences, windbreaks made of trees/shrubs or solid fences shall be installed. 102WS.apl TITLE POLICIES 921393 ATT. A SCHEDULE A ORDER NUMBER: 89000502 COMMITMENT NUMBER: N/A 1 . EFFECTIVE DATE: June 06, 1989 at 7:45 A.M. 2 . POLICY OR POLICIES TO BE, ISSUED: AMOUNT OF INSURANCE A. ALTA OWNER'S POLICY $ 53, 000 .00 PROPOSED INSURED: MARTIN LIND B. ALTA LOAN POLICY $ PROPOSED INSURED: C. S 3 . THE ESTATE OR INTEREST IN THE LAND DESCRIBED OR REFERRED TO IN THIS COMMITMENT AND COVERED HEREIN IS FEE SIMPLE AND TITLE. THERETO IS AT THE EFFECTIVE DATE HEREOF VESTED IN: GARY A. JEFFERS AND MARILEE A. JEFFERS 4 . THE LAND REFERRED TO IN THIS COMMITMENT IS DESCRIBED AS FOLLOWS: SEE ATTACHED LEGAL NOTE: Please reference any questions you may have on this file to Order No. 89900502 . Stewart Title of Greeley. Inc . 916 - I :nth Street Greele •.olorado 80031 ( 303) 4571 92;1393 •rr•nr Authorized Countersignature STEWART TITLE OF GREELEY , INC. ( 303 ) 352-4571 FAX - ( 3031 352-1815 TRANSMITTAL LETTER 916 - 10th Street Greeley, Colorado 80631 DATE: June 14 , 1989 RE: ORDER NO. : 89000502 BUYER/BORROWER : Lind ORDERED BY: Martin Lind Enclosed herewith, please find the items checked below: X Tax Certificate Ordered Yes No Improvement Location Certificate Ordered Yes __X_No TAX CERTIFICATES AND IMPROVEMENT LOCATION CERTIFICATES WILL NOT BE ORDERED UNTIL 1 WEEK BEFORE CLOSING DUE TO COST FACTORS , X Commitment Special Assessments Endorsement _ Copy of Covenants X Lien Affidavit Other CHARGES: RECORDING FEES TITLE INSURANCE REGULAR RATE Owner ' s 324 .00 Tax Ctf . 10 .00 TOTAL $334.00 ORIGINAL TO: Martin Lind original 1469 - 44th Avenue Greeley, Colorado 80634 CC: Gary & Marilee Jeffers 1 copy 1634 - 27th Avenue Greeley, Colorado 80631 1 copy Stewart Title Closing Dept. Attn: Mitzi or Betty 92;19J8 S•rl.SS It'i' TITLE ot . r. nrr•rr SCHEDULE A PROPERTY DESCRIPTION ORDER NO: 89000502 Part of the Northeast Quarter (NE1/4) of Section Eight (8) , Township Five ( 5 ) North, Range Sixty-seven (67) West of the 6th P.M. , County of Weld, State of Colorado, being more particularly described as follows: Beginning at the Northeast Corner (NE Cor) of said Section 8 and considering the East Line of said Section 8 as bearing North 00 Degrees 00 ' 00" West with all other bearings contained herein relative thereto; thence South 89 Degrees 25 ' 36" West, 30.00 feet to the True Point of Beginning; thence South 00 Degrees 00' 00" East, 1401.55 feet; thence South 89 Degrees 55' 34" West, 1838.07 feet; thence South 89 Degrees 59' 15" West, 266.25 feet to a point on the East Right-of-Way Line of the Great Western Railroad; thence North 35 Degrees 51 ' 34" East, 848. 50 feet along the Great Western Railroad; thence along a curve to the right whose radius is 1392.7 and whose long chord bears North 56 Degrees 10' 24" East, 966 .92 feet; thence North 76 Degrees 29 ' 24" East, 307.00 feet; thence along a curve to the left whose radius is 1950. 1 and whose long chord bears North 71 Degrees 41' 16" East, 331 .82 feet; thence North 89 Degrees 25' 36" East, 190.4 feet to the True Point of Beginning . 9210913 5'1'EWA 1t'1' '1'1'l'L E GUARA"T! CUMP4NT SCHEDULE B - SECTION 1 ORDER NUMBER: 89000502 COMMITMENT NUMBER: N/A REQUIREMENTS THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S ) CREATING THE ESTATE OR INTEREST TO BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD, TO WIT : 1 . Warranty Deed from present owner vesting fee simple title in purchasers . 2. Payment of all taxes and assessments now due and payable. 3. Proper completion and execution before a notary public of the Contractor ' s/Owner' s and/or Purchaser' s Affidavits, in the respective parties own handwriting. These Affidavits will not be acceptable if they are typed. (These affidavits are for the use of Stewart Title only and need not be recorded. ) NOTE : THE CLERK AND RECORDER AND PUBLIC TRUSTEE IN ALL COUNTIES REQUIRE RETURN ADDRESSES ON ALL DOCUMENTS! 92..093 STE%SA12TT ITLE OVARARtT COMPANY NY el - d _.- - t4 I 9l ,i • =i l A .lR ' nHH :S J Cr aM T. IS - .= • SCHEDULE B - SECTION 2 EXCEPTIONS ORDER NUMBER: 89000502 COMMITMENT NUMBER: N/A THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF 1'O THE SATISFACTION OF THE COMPANY: 1 . RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS. 2. EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS. 3 . DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, AND ANY FACTS WHICH A CORRECT SURVEY AND INSPECTION OF THE PREMISES WOULD DISCLOSE AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. 4 . ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. 5 . DEFECT LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, °TRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUt.rT TO THE EFFECTIVE DATE HEREOF BUT PHIOR TO THE DATE PROPOSED INSURED ACQUIRES of RECORD FOB VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. 6 . Any and all unpaid taxes, assessments and unredeemed tax sales . 7. Reservation in Warranty Deed dated July 23, 1963 and recorded July 1 , 1969 in Book 612 under Reception No. 1533605, Weld County Records, reserving to Lowell L. Cause, Dor hy J. Gause, Clara E. Cause and Lester H. Cause, an undivid& one-half ( 1/21 interest in and to all oil , gas and other minerals, together with the right of ingress and egress to explore for and remove the same. " eA subsequent Deed of Distribution by Foreign Personal Representative Testate Estate of the Estate of Lester Harold Cause, deceased Grantor to Lory Willard Gause, of an undivided one-fourth ( 1/4 ) of all oil aas and other minerals in the NE1/4 of Section 8 , , ownship 5 Not Range 67 West, 6 P.M. , Weld County, Colorado. 8 . A Ten ( ' 0 ) foot wide easement' and right of way for ingress and egress for the purpose of maint?; ping the water transmission pipe line as the same is now const. ad over, across and under, as contained in instrument rded January 10, 1972 in Book 660 under Reception No. 15F ' ` Weld County Records. between Roy Lundvall as Truc`_e, _ ie Jacki C. Chismar Trust utinued c ext page 92109,3 5'1'E'VAIt . •1TI.l: GUARANTY GOYYANT , " d • CONTINUATION SHEET SCHEDULE B - SECTION 2 ORDER NUMBER: 89000502 COMMITMENT NUMBER: N/A and the Little Thompson Valley Water District . 9 . Contract and Grant of Easement dated January 19, 1948 and recorded March 22, 1948 in Book 1223 at page 412, Weld County Records, granting to the Department of the Interior, Bureau of Reclamation , United States of America, a right of way and easement for the construction and maintenance of electric transmission lines 75 feet wide with the center line thereof traversing the NE1 /4 of Section 8 , Township 5 North, Range 67 West of the 6th P.M. , as follows: Beginning at a point on the West boundary of the NE1/4 of Section 8, bearing S. 61 Degrees 57 ' West , 2973 .9 feet from the NE corner of Section 8; thence S 89 Degrees 56 ' East 439 ft. to a point that intersects the center line of G.W.R.R. ; thence S 89 Degrees 56 ' East 2184 ft . to a point on the East boundary of said land which bears S 0 Degrees 04 ' West 1401 ft . from NE corner of Section 8 . 10. Decree of Condemnation in the united States District Court. for the District of Colorado, Civil Action No. 7246, condemning a 16 1/2 foot wide permanent easement containing 1 .06 acres in the N1/2 NE1/4 of Section 8 , Township 5 North, Range 67 West of the 6th P.M. , sid Decree recorded September 11 , 1961 in Book 1594 at page 297, Weld County Records. ' 11 . Oil and gas lease dated November 19, 1979, executed by Lory Willard Gause, as lessor, and Buddy Baker, as lessee, recorded January 21 , 1980 in Book 893 under Reception No. 1814760, for a primary term of Five ( 5) years , and as long thereaft' as oil , gas , other hydrocarbons or other minerals is produce'. , om said land hereunder, or drilling or reworking operations ate conducted thereon. NOTE: The present ownership of said leasehold and other matters affecting the interest of the lessee are not shown in this policy. An Affidavit of Production of the above Oil and Gas Lease was recorded October 12, 1984 in Book 1046 under Reception No. 1984928, Weld County Records. 12. Oil and gas lease dated November 19, 1979, executed by Ralph W. Gause, as lessor, and Buddy Baker, as lessee, recorded January 21 , 1980 in Book 893 under Reception No. 1814761 , for a primary term of Five ( 5 ) years, and as long thereafter as oil , gas, other hydrocarbons or other minerals is produced from said land hereunder, c drilling or reworking operations are conducted thereon NOTE: The present ownership of said leasehold and other matters affecting the interest of the lessee Continued on next page �,s„40 �� ems. l':W'A It'1, 'lh l'r I•I'E COMPANY CONTINUATION SHEET SCHEDULE B - SECTION 2 ORDER NUMBER: 89000502 COMMITMENT NUMBER: N/A are not shown in this policy. An Affidavit of Production of the above Oil and Gas Lease was recorded October 12, 1984 in Book 1046 under Reception No. 1984927 , Weld County Records. 13 . Oil and gas lease dated November 19, 1979, executed by Dwight W. Clause, as lessor, and Buddy Baker, as lessee, recorded January 21 , 1980 in Book 893 under Reception No. 1814762, for a primary term of Five ( 5 ) years, and as long thereafter as oil , gas, other hydrocarbons or other minerals is produced from said land hereunder, or drilling or reworking operations are conducted thereon. NOTE: The present ownership of said leasehold and other matters affecting the interest of the lessee are not shown in this policy. An Affidavit of Production of the above Oil and Gas Lease was recorded October 12, 1984 in Book 1046 under Reception No. . 1984926 , Weld County Records. . 14 . Oil and gas lease dated November 19, 1979, .executed by Lowell L. Cause, as lessor, and Buddy Baker, as lessee, recorded January 21 , 1980 in Book 893 under Reception No. 1814763, for a primary term of Five ( 5) years, and as long thereafter as oil , gas, other hydrocarbons or other minerals is produced from said land hereunder, or drilling or reworking operations are conducted thereon. NOTE: The present ownership of said leasehold and other matters affecting the interest of the lessee are not shown in this policy. An Affidavit of Production of the above Oil and Gas Lease was recorded October 12, 1984 in Book 1046 under Reception No. 1984929 , Weld County Records. ill15. Oil and gas lease dated February 2, 1980, executed by Raymond H . Frank, a married man doing business with his sole and separate property, as lessor, and Buddy Baker, as lessee, recorded March 11, 1980 in Book 897 under Reception No. 1819263 , for a primary term of Five 15 ) years, and as long thereafte' s oil , gas, other hydrocarbons or otter minerals is produced . .n said land hereunder, or drilling or reworking operations are conducted therecn. NOTE: The present ownership of said leasehold and other matters affecti• the interest of the lessee are not shown in this policy. An Affidavit of Production of the e, jove Oil and Jas Lease +as i ntinued on next page 92:03© tiTEN• a. .ri rLrl 91 ('..MYANY CONTINUATION SHEET SCHEDULE B - SECTION 2 ORDER NUMBER: 89000502 COMMITMENT NUMBER: N/A recorded October 12, 1984 in Book 1046 under Reception No. 1984922, Weld County Records. O 16. Oil and gas lease dated January 17, 1981 , executed by Gary A. Jeffers and Marilee A. Jeffers, as lessor, and Aeon Energy Co. , as lessee, recorded March 9 , 1981 in Book 930 under Reception No. 1851703 , for a primary term of Four ( 4) years, and as long thereaft a oil , gas, other hydrocarbons or other minerals is prof 9 from said land hereunder, or drilling or reworking operat_ 3 are conducted there' NOTE: The present ownership of said leasehold and other mat a affecting the interest of the lessee are not shown in a .s policy. A:. Affidavit of Production of the above . _ 1 and Gas Lease was recorded October 12 , 1984 in Book 1046 under Reception No. 1984931 , Weld County Records. 17 . Right of Way for pipeline purposes as granted to Panhandle Eastern Pipe Line Company, by instrument recorded October 15, 1985 in Book 1088 under Reception No. 2028541 , Weld County Records, said right of way being ire particularly described as follows : Part of the Northeast Quarter of Section 8 , Township 5 North, Range 67 West of `he 6th P.M. , Weld County, Colorado, being more particularly escribed as follows: Beginning at the Northeast Corner of sa Section 8 and considering the East line of said Section 8 as b ring North 00 Degrees 00 Minutes 00 Seconds West with all o..ner bearings contained herein relative thereto; thence South 89 Degrees 25 Minutes 36 Seconds West , 30 . 00 feet to the True Point of Beginning; thence Sou*h 00 Degrees 00 Minutes 00 Seconds East, 1401 .90 feet; th' south 89 ❑egrees 55 Minutes 34 Seconds west, 1833.07 feet; t,nence South 89 Degrees 53 Minutes 15 Seconds West, 266 . 25 feet to a point on the East Right-of-way line of the Great Western Railroad; thence North 35 Degrees 51 Minutes 34 Seconds East , 848 . 50 feet along the Great Western Railroad; thence along a curve to the right whose radius is 1392.7 and whose long chord bears North 56 Degrees 10 Minutes 24 Seconds East , 966 .92 feet; thence North 76 Degrees 29 Minutes 24 Seconds East 307.00 feet ; thence along a curve to the left whoe radius is 1950 ,1 and whose long' chord bears North 71 Degrees 41 ' Minutes 16 Seconds Fast, 331 .82 feet; thence North 89 Degrees 25 Minutes 36 Seconds East , 190 .4 feet to the True Point of Beginning. 18 . Easement and Right of Way Agreement for lines for the transmission, distribution and service of water, as granted to Little Thompson Water District, by instrument recorded August Continued on next page 9 ;098 ST E S'Aten I't'Ix UUAxANTT COMPANY CONTINUATION SHEET SCHEDULE B - SECTION 2 ORDER NUMBER : 89000502 COMMITMENT NUMBER: N/A 28, 1986 in Book 1125 under Reception No. 2066885, Weld County Records , said easement being more particularly described as follows : This waterline easement is located in Section 8 , Township 5 North, Range 67 west of the 6th P.M. , and is further described as being ten feet either side of the water line to be installed on the above property. 19 . NOTE: The following notices pursuant to CRS 9-1 .5-103 concerning underground facilities have been filed with the Clerk and Recorder. These statements are general and do not necessarily give notice of underground facilities with in subject property: (a ) Mountain Bell Telephone Company, recorded October 1 , 1981 in Book 949, under Reception No. 1870705 . (b) Western Slope Gas Company, recorded March 9, 1983 in Book 990 under Reception No. 1919757 . (c ) Associated Natural Gas, Inc. , recorded October 1 , 1984 in Book 1045 under Reception No. 1983584 . (d) Panhandle Eastern Pipe Line Company, recorded June 26, 1986 in Book 1117 under Reception No. 2058722. 20 . Such rights as may exist in a road over that portion of the herein described land lying within County Road 17, as shown on a map filed in the Office of the Weld County Recorder . 92l0.s BTr:N'AItT 'I'I'1'I.E OU ANAAAA COMPANY DEEDS OF TRUST 921.0% - cy.�. - EidPRT TITLE GREELE 7. 24. 1992 14: 40 R. _ V . . .. . 'Y l�r a . ..: cod , 13 c � r.Ir• air .a• - •-. F .� ;. : '. a ATT.B .,, dr •• 4 _ h .Is I ' ;I' - -•"••••••• — 0 1716 AEC 021/37/0 06/26/11 15.31 $6.00 1/002 • ARr1637AD• _ ! 1230 MARY ANN FEDERATE!N CLERK a RECORDER WELD CO. CO • T Chi • T .1 , TINS 0110 a I rnwww tin wN rwmv SIAM IS....0.4.0W MRswnrde w al.IOee1NN.s Ire . rgwn{I Ism r•l .'MWIH•aroowlwNll geronr►UI.••re err Fla reel win w GRANTOR O WaWu.wrs j l r emir name Are-r GRANTEE , TN GRANTOR men onr. eaea..w Ike properly athe ORANTII-.en GRANTOR-•,.a•S.We Y 1N..w ,. le awr.•Illw!go•IN Fret.r..ar law Ire*ref 011W Erik aNa eY sir It ear Ye.MMe•Y . rwar.,e1+1T ass el resew 111 NY Pals mint MI rar-rlbae 14 M re.r•a IC*rerun blern%eie-n M wew0111 • ear Neleclw awenuMe-rd rrelnabn.05 N met M III lay,MNMI/S See Woe eM-•AlRNrt•••04.... rrMY - - I I,.et .. - •,r • 1• The rR Spe o TOW.lit TNe Deed Ara St/IOM r•••••I•1M.s.Ina.,-ewes,e n amen el Me e.+,7.n akin'wale IS to Moen I e.—ar,e.h.•.•V-Ae - Welkin FFC r GARY A. E RR A ea hellee.41 reND MARILet A. JEFFER9 • 1634 27TH AVENUE, OHY.R.LEY, CG 00631. • •. '_. e, a •. • Orwl.b N•.•.•Noowww.+lwl.wrlle elrww..~eat P•S MY•.r..wee,a erM.0 1 . ' MARTIN LEND• I. 1469 44TH AVENUE, GREELEY, CO 10634 i': - i t_ • Farr • . Fa CaO-MIi In w•n.n Paw caws Ifl waae.M-w a awes-re.-awn na-ei VMS,"w'e ' • . KIN Mary'fir reel M Nara row".e calm Y laa e OS) 1. kn.: Ra,Ng Oralplkn. bras.aee.S wow,I Stela merttery fN I . i Det •••.riGd..$ff. ''' !EE T•;HI EIT A 1 ,f'. O ^ t 1. C • - wj_ VACANT LAND • 142 earldwenre: are rrN.el r.SW awl a-e-re.drew.r.ar.war.ream-a to erowead waste,ewernw A , }4- -• • FIFTY �RYLlF1�w.�alS eylbq•a.e llarlu....r eN e.ra.rN.1 [43.000.00 1J1/• • '.!-• Rn.w.dal.•Reuptri Inn aANTON wwwwrew ere alai-el n w011•07 eirMallawbe MN nwr••w.s.NwaNTO• i. ■ . , SELLER SHALL RF.r�A'Ifl �C44?U �'i Atb ?4 • NtLY OWN. . '•a I Adsnas a L.fNl W. ..1T a r .. awl saws as re d wl w vain o we ea - • ekes.lie as Meas. 411l1' 20 .•4 X_ . .-... Wren 4.r le.•••••••r.4.re-a.w Alarlra f'.JI Wpm.Y.-. y///�J-'m . . . -I. • ear r GRAN.Csmem...Mwr-N a AY.ea.w G A e1 Cpl F• 1,/ aa- ''�A'�`I. Par /jIl•A. J f�R'� J/S pp BE A. JEPP () a..- el, °�H I i w aao I a - 20TH re Par e wtam st err oars r•r JUNE .w 19 'r..'�' '•. • ' /gyp't•Rn1t !•r[SEE!'ERE AND MART LEE A. JEFFERS /�1 '/ .: . thrfirriFirpriritr 91 Stott 1 1i '.. r.�,ss ,1T01, ' 1 .A •'r al,... ... ,t,*I ,_ -+w •Y..Ste*a. e•e_l_near. .w . pe.rr rerrewNNl .ebw bhwIII OP +..aaa•aarre.walla.n4War.rnrlrar+N-eir.rwrrewY.r . '. . - f. :•:: wNa.•s.rnr rarr.l.w.•raa-IO-r.ions r a eAelhade.ee-N/wlrl-..1 ' t .. e . . ..4.r able ad. •e •-1- y; I' '.', Mk we wm eke. Lein Les .i I.�: =ZIZS7•a-as v� •i•ei Weigel Leine Men Me e0 e.. P.•br-l.4eee-rael ( •(a:!: OM De Ire moo/ • • rte. - -EIJRRT TITLE GREELr 7.24. 1992 14: P. - { ,LL . • k^ :., i 1 Iet ..r....,,,,."..... - 1: 7 }•1 •, � ej Tr; : j• sr,- `�. ^ • .•, • B 1236 PRC 021/77/1 06/26/19 15171 19.00 1/007 ' • A12101981f 1232 NARY ANN r6UIR/2tIN CLERK 6 ROLOROEP WELD CO. CO amen IIIIIIIMIM r- • • e C 'Deed�� •�°Pt26bc 71f�[E+C Psi • - • mid 01100P KKR?wates..reM.In anal al red sapid ylath.Pula Tracb•el Ilse teunly Ss Canada In wain • • 1M hoa111y Manna Sloe Is alai.IIMI Win Monad and allareePy lea'DollarIe Me.ra the'Indebta4Mls" •.-_ 1 e e.Mp is Ma"kneeler. 1. MI AMICIPIC?OPUS OF THIS 1MST*UMIMT Ml: . . '. Oeetl.): IO1.5 the MIMES)Md antonym el 05011 Ostler) • � T .. Martin Lind :•.et 1469 44th Avenue. Greeley, CO 10674 blwlhlwy(Ia1: 101.0 ml Mma(U.M Sltall s)of neh Mona amyl • :, Oary A. Jeffers end Narita. A. Jeffers • • .r l 1634 27th Avenue Greeley. CO 60671 ' •tin: iedal Nese pm.the dots.am4nl.end atolls aline netts):r ma cfanalpl OP other faun of eaneahon,mU. I •:.• Oslo II lulus saints*ere gavials]lot) - . •.It': T • June 20th. 1969 for the principal gum of 647,700.00 payment in annual installment. • ' with entire unp.id principal and 'termed Intarost •w • in/ due and pay.►lo on or before • ` ' -. Nay 20th, 2009. ;;,t - ' - MS►isto flssWg n, f: 'Melva stunty lad SIMI IddreM) I{ ,. lee Attached Txhibit "A" •. :i• wueum MIMM AMIri �: Mw 11wmke.Ms(M Neal ti DV ` At ti. . • • ; 1 TNI OIMIAIL TIMMS OP THIS INSTRUUINT albalb4A • w and alsowara .M W nMIh aa M.M s.re. naawan.M paw saris SMM.w.Mrla a ha visasM man.M .n&west ' 4..IYL#M.rnMll.o ..arnewrl•rnMrmna.Yr 7rrs•elyMnMtrsrMMl.rw Ike.MMMeaI.onfti c4c 7-'-"ern•r.n' 1�_ MOM. sP ae.Manis tad M M M m P.. nl.am •sl ss dMMawNrrh.Itr.r5Hla.I.amai a.WrrmalMll vat Wear.Mt V4• _ Molise.me%ll•rea••eenlncl.♦iq opt,w n.Mwnrd wrr.,pep ia s woonarli Prowl hone PI.l•/news sesa"ascs wary. _ _ ti.,.............t.M.as)'flog Tie tams A NS torte...l l llahefell..a-IMMM.•Ma MINIM 111a1wIM1gM•aglp•.�•1.. M IN rowdies 0.w1 a1 7M.III)My NSW a at...Im IL_._M.aaeiMW sae an a a tlaa a Tam,IMla,a4•. • '.'•: • neM•y..f..alna%M•awll.w,uww.IN swan.or ells Immo.t M mom Poi m.Mee Moro Me 4 mr...••1 ar W Mon. . . eel nasal we le M 4M 0 Om as w fa a lra.mlm••D'Davis was SEAN/.M,..M*way.MM.w.M nem n'inres Ma.a'anew•.Yin MI*l4• •,Nn SS IM YN Mb erawra aa.e••,•M'M5 Mow(snide.is ..T.M.t TY•.a•1/.n•a.Is %%Slw M.►M"M M PMmur,is/M tams annoys.A.M Me lama anew..MMIOI1 M ham ar.y.M 1•011•510./ ar.MM•M.rrewn.MM hat we MI MI a.$.OM,O, N N felt poser.IS Into yMMwW.N•.C•1•••••••••••••••• w • : ea. *•e IMMm MMeDel/Thew MM•a.e Pa pail as MM sal H Seas '• • • _ Aa.loa.M101 Arts s.d POys1OM.in a..ra ll MA M•a.rune el.m we•4.••Mhos TM.We Gams rwr.r�vtsM - i• a. •. 1. .,P1 ism.*raft b M MMIM.Y ssma ass a aleN t.YeraAMu M 1Y•MM MMe1M 0 IPA Pso . ' '�-.• • . . - I n-..,no mask vftl aMoW1.Md•ryal..,kWlM Pm taleMisfiPr aleleananl••Wa.1.I Mae 1l5 St N ma MYas • : .j. " ' .•IM,.Ie.Wr,•Mellara✓.M,•a•••mINN eMM M✓.sae.. ..J _ CsaSMlslla.Leadalie bow NSW•IY•M%Oa•;i:Y.Ma.awMMM.la sla ea l Ilea wear l.l lone < ' . - • 5.5••MMaMe..Ml.aas,Msa s.MM.M•aa.s...a/N Mt PAWM M Mal MwJ•n Yap w,elMa AN w Nay • f - .` yo.mole•M.a•PMMm a4.'n..rM.MNta•1•r.•ashen.•a.Mw•Wni1wMU./iu.tai MMMMI•NM,M aeal•ren .` * MPskeelar.W MN Ms•pees.sib..Pow al aaMN..e TM MM.a N apnoea.. ..VM,4I vier*Neal IN sow.et wil.•l*•all tot N la,el w N•... - WHesr it 140111•111444.Too bow way hap W MNI•sa*se WsN•a,Mw IM wawa.,tiara M WW we Mlyrq Mr M. '�•' ` ..*.Ira lMee.5 sew IN*Many NI rrwylM.M II flier,MVO••••••1000 ens Ripon wee baps,ta wasps a saw a is •j:-' t OMII err M M MgN•w I.Whey Wee)1M/.ref MM M MaiWM s•q as When ^_t. ' Debars AN/nN Alga.The wan Mel as•yea a M 1.ass•N•M MMrn•r.1MM•••••••w,swMN avails Myers pa - .'� OM M knit'Ira bales w.•.§IN raw M.,hone.n.hSa'Ivan lMrwaN•MMM.al aMM.M•,NM,M5M PM..1.ysNer - • : di ' Ms wNef T•is.e we M isOs1•••••YMo•y ear N,WararalMMNba NMOna ea M.FM•a.•.s NOS, nsr 1•• il. • •.•'',t ••••054”1•04•••••pls•aM..WewMr IMO INFIRM/el•Oasts NM 7abais•MMM.saMwKtM. .l,M M1 sea.- _ .err•Inesan worm*iii•bine MaWN manse ee•IM•aMR,N MN•M!NNW me s. s11M•I•l SWIMS MM Fos• I. H •`Y:". a.,,,.oea ohs Pas bra a s..•Naa.M•y M samosa an Sue a ale sanala ail a Man she Pao Saa. '- ••t•t•t•r. Alen 100.14•1.MM/.llwadalNra ee•was 111 sub e.enrol ass•m•e alai rasa M.ls.a•a ra M lane • es lgtl Wen••••110* Made.ho e M Made. d Y lea hod sada.arM.ewyiaea.Mab. .rMNa MMMt w e straws as •. • •t .. •. -0.MO lair•5.Mta ma of M CMMer•resOwl Doom or own.MM Mega ISM IedrPM MM I OMs Ir.M . ... .'. . -.•• roe.se..a*jai raSe.I.MONreufa ss Nnsar globes.arta ry a,aissann Mal Os neaar&M Mane Try an _•f .Mat on Mw.•aaP5 NeMMNM 1 0°'S0ee.M TAM UpllewMl.wM1M Me•Ma0.•s.••wesM Shade.MM � . MM..r.M the MOM dear 1.IM.TM •. • .'- .( • • Coaassa by Dillon.U—.N•4•.r..e sr.•M P. 'p. .bas Mama Poems' �.• NI w ow ils1MPMwa.meal w MleanWin5•4".0 M aenl M awl OMINI.toe.lane/./. •'r • Oils•.NM••ae.s,Pfeil 48.01.40 4.0•••••••••,•••••••••••••••••••••,"Isionasa seal Neese my..Ste bgb.rt. . •• �i'• leP*I.MSMlSMa pwa.Me M M ash a.•••e•MMa5MlN..S da sa;w.swsaes.MM rMot.e•MM MOP/lurk • •:'�•{ sY Nil I• mega FN•IMaes L••s all N.NIMM.N e.IM•MYMn lofts w r\1\Nest•Wyk•loa.Sass aes)• • '1_-�_. M w• •wes new new Mw*,low as tam M ban• I. .• •••`.ls:(- . pimaMM SM.1•Mr•wM.MMINM.MNNMN.•.Marai••••••.NMM,MN•M0.•eMlo.MNI•••a•ai0 •Wq• - ,.....' s•I.aal••asrpla e%5 eI *b@MII•yww•ye wNMMR•s.•warMa•a1.MMIW/PIq.M.MM.I.se.INMMm. . . I • ',.1 he••••M IOM I MMM.••••••Nl'1a• a,•• M 0151 er7.5 be.5. .N a11 pe •row M ••••••••••••••••••Wed y e ems w • e ea~wok • i . . •. CMM•Mew••.••IMNMM•M en•••••MM••ea•sMMMMY••••••.las•da*MMva,.horn - ••*' 'mars .o amlvlq a-esear.Gana lsewm.lr lone M Mss.a as MMrMmaa•e•MMMM••basYao.e.aa ,'S• .. . '1.1.:. *weep sass ea+OM..aw•ft.IMO MM.l/Mile Na4Mq awae.M Oweal.■IMl/a•M M•.Nat....,low . ... "'' : LL Mr,u s..eot-,. - •I a Oa assMNwaM/I M 1•0ta.M as*'a 0M4aIMs.MMr aaa•a_MM ' .w.NM SW aSe.a1M... •. • • :t'';r: rY • ‘..it ••al 104•11 slat fan /� �j ear Ina aMeaarai TI'ai w •., ,. (' s 00•s low•Snow aaa.My (�// •� Sewn M renew melt '• ■m[�� '.• • . ' • .1:ia M1 Mira yr ia/e 'Ir.! �.1'1'':'It 1JRRT TITLE GEEELE 7. :4. 1992 :4; +6p. 1�?I ii TS. ; l ':.t • . I,.eft z 1 �d \ e ,r . B 1236 RBC 07183781 06/26/89 15131 89.00 2/003 : • • • P 1233 NARY ANN P6U8R878IN CLERK 6 RBCORDBR MELD CO. CO 'e'j • I 1 • pd. •Ike M.sDM..t.......a............,...-........IT.^an..••11,11 NO•.\w+•.tw.m•es a w•r.r,aas • • IOW Maw SIMal II Mow uV 011,5+ M r re , .PT IS ael. .t.. .Il , a In N'so.•n Pahl netts,at Ina.11,V P...t$T...Sig M e.g..Ina.gl 0..gas*.wet - t t le Sy 0•0.•M M tww.a'tn 1..4 II,ay.*clean... • a. 't It;..,.gwlt IL/b.11Wn au M e•W01.gee%PeIli,e.alrt.MM..*Se If DM•••aw a.01009•.•I••IO1.tI le w1 tartan V -NI Doe"•• s..wt Y✓agt.Oa..Vla1.1.FYn•IaMI►w•wb.a MI a/t'~tat V1 r•e.0. anal seo . 1 NI l et u•'tl.Debar Yob*1118,11•1.•N.Mcu•r •Slag 11...n Wail.4•t DatIY-. • M•1•Iwltov....l I.0 . .'t N.N..,•ne.Pow•<IIV Yeta.l.•p•tltpM b1IN ownrl.'1SW le PI W a•Ilelge;SLIIIIM • I.'•n dolt a.oti II e0NIM.e one 0..}T.••.•.we..•S..Pt . .e.IN•..Y.lt In gl.Mlwe••le.T N IIIP1wa.aINM ^. M1que4,1y PY vow wu✓•'..M I.'.s r'rNl'IM • • .::A.. • III te curate&woman N I•.0.0,50,googol..•.1 WO IMO II IS Pelee.POP et.6.0,50 V 1Y Plata*l•el If . IP I Ill ONa wwlr Spot*•n earl n..nl..Yp i'Ira fig taw I 110S1•1 Sim la In„Ise en log a Iq•r I ,....e.n 10IMWNr. rVY . .0. Mg ono d Acctlelsllen.To.D.Ys b P Wb• \r .n ....A... 1l ..I... •Inn Del Nt..a0 OS Date Meat gale.gelO N.W '�' •. • en •Y : M.M..wnl antes•III.In}OI.n..MY l.14'I• Ow*Owlets aw*iresla•LISP.VISM 01 POI TM1,I l'Nlll•q✓0try'Wt• m•I...P•.•reap w.ra...la pp ie..u.le,.paean"4111 e'e\•erl+r•ue• me"sawn. •• 1t. Mt•M.O'wt..\.b• ngpne It Pa. r. asp stn wM....nsll.eowe t••sal....lag Wheel.,•.•awl.ellen Ile lrelpYq •. •e-A~. pa,n•...e.I.I,t .Nna.n..anow.In.N...i nt'e1N w• o•adMa•aan.• .I pone el N.Dols,PO4Mlas,air sated W rV • 6 4a:. • 0,5 *at.9....4 In Mt In P IleaP MTnt use $•.I nl.l• e. 1. e lV/Y .,.7Mrlelen w V*I*ipedNlew'I N•'111.1,11I I•N ran)I be g le Wow •:',-'. eraaan•nl re asap el an.•Iln.ol.•a.I le P.•ee.Yr a MWIent•el se belegnlnnit lQ Yl le al.ay of••',nen•••ilk....We,II.......lY I I.I...Y.e...•Ms avant Mares N.l'NIW We SEA&tAw7N.lIlV.sI,cIle T n 1M. 14•fMWn MW/lge NS .. -,:C. .• • • MI••Pang.•e•NIInail W lo.Nalco I.seethe.•t Mnt.•'T Par.n•elu.'telnw.n p.,t.N 11.Mal I.Nr0eg. t t .I : IN.ele..s.,tIYbN.•LI.MLvMMP.sDr . wvia.arTN. 1.•Ma r.i, ww, nwa. Il. its I•meal lrlY w ll!• ee NwLL l . •' 4 4,.... .sag 0~80 PP D.+1.eq.n...min a.sal me TI O•epa•ry W astag too eV.MO oM•MM l••nblge.•euael Otc.I,•M • lea III Ve Ai,F•.b tar unMnn•.Iest6n One(awe own al is an 60***.........,...... " Nd!MlalNIIW,.R.NIlmngutll/.•••I Paalltryaa,ir...MINT • 'O. '••n Ill net a eat*...e.I a..40111e Wn 06•040 el le edam eM N r.n,W.pa.11•Canes tae Ikea .'1•'. • CIMnb1 M1.peewee,•Mw•✓nn...N lea•qr wr 0141,41010•al.*la M'at•Inn 1l*.ill.awe ta16P at (ratan.w Ps Sepia,ran.MO Pump,t\*Cad I•i••.•...1n.Wr lee MrOP 004 al Pa I,...Ire el Ml eh•'as Cot o.t ire Pats*'e leer.,a• Wt,e101,top,"place I,Pn.1.0 el lea"a Parent ate la me a we M I'r11..1 Iqo-.oT PVT Sal.,MabNr•.M nnratt. _ • me w Ira P,o, •,000Meld a mina Delant b M P it OM NT.IIIPOTryal.la a rwe. atal la. ow len•.,rue to tl•pal. T Pa t •' l .' ^•'` . • . va...........ur.41.1.M.....M.ls✓M..I...a....n•.I to Cohn.*Ys line Poke ln.11.pill 4.0 on.•••0••••••••IM I.tl a.'W a He 0,Co'n,nn.e.mat..e.Xaw.V.1.•t0MnulatI.l'0 V.M 105•p•VPIO.al Se.o*Warn II*tin MN11I0.e N.IM NON.NIsltlS...aI .' i .g nr My.M.•a.Wa..r a apt ne al'Ills M•I0\•P.•NN,aw IT Cow tee is ••. •l' M 'M 4ht steel Mabh DSO,,,ea le► :it.. r., yG,- • ine ,h•••N• . IMu.Yt•aI,a melent•00e•ONK.•ea Or Ocala • _ �> • kVr 0000001, 000W le 0..INnn•••1.• YWe 0...•. no Sap", lento. It lIl I.velb•.,..•.•000,0on be t01YNNSP•M..sm. ' 1• l•SWIM •..�_ - = NMIOPml OIl•INMr!•a,.net 0.0.00 NIt 11 t11.YMeMn 1..••.IO.o. 0 .y.e.. .t.s.S.b .btl lM y•] II.14 0top01 •MOM>PP IIIbMblTg101••IIsON•N.O IM N bN0 Ito el•.•In.Y 4•.,5.11 No Wean.ea*atom M••••••.F.a.s•re- M,_ sqt ,..tnl el trlO•Ne•Or*OP. MrNPoeaVaNra .1 lu.I,alayW•a/nodal.•Ins✓.•ppee.lr.e•n"p I •.' • . '' ' leer•4aSH.I'.e Weser,Se Illi'e1t••••n •••••I*PommelIn Mtqua sI,50 eaew N 1!111.Mt 1EpS•.aid P•IPOvtal -•i +.w.MMr..mf lvl*••e.allo0a te.w....4N.eNtaer kl.Maas lawn,t•1 OP.s, 0.Mlw'•lalnll.PNIla.5RPle lM :�it W,,g,..•nn..,n410Ho.... .•• NI aa04•M•.isI*Inolo.NTIs*alio*Mna•tops 1119 at,•004..1 NIr.ar Jr.IW.M1• Watt OOPIWts on es I.a.'•nw...a..M•tme sl•w.N1�M owe.*P P.ates..I, 1.INInl. .....g„.0 lat.el......W a In et l•aP.MIn.00.0?. NM ua.,•.b lM ln.snlP001104 lJD en.•i'&ata tutees 1'ono 1.ONP.r ions insYaM0 h VYt.e•M..rs nV MttrKe M I•M.al.••otaa1aal NleWeea.thaw•I.IMMO Oa*MO b11alliael ail We l•wl.yl.lel SIPS •:/L • Wa 1s yltl.e e,•ola al P,PO PP . Sulaastnl P.11...a.rein.'Pn•.Inn bra.lt•r.•M."{.n.l.,••.N.e..rµ 41 II.I.o .,•. .4.r ,...h•.•..4.... •. . ,...h•. .4. . . ' Wl barPit Mren..toy ergt aanSt..r's•r••wDI.r.IwMwn•IrY MOWN.•enl in wow Nwe tor N1M1,MNle• • i.b ' •One oho nine n IM tune VICalauat.0 ttOt.n•IlM • ee0)sI Ie ,M a Nrbl0Wi tale Wow M Deter 1M1 l PIPPO:.e1M00.1 aD.MY a quun IY M Ma ..M N'✓.a•✓aga et an* I0 Naia stasis Wall I.MI Wllot tan0.Stale.mem•me••••NM ID.. _Z. • et Veil lo IM Pet ga•wl<I IS Den es.eat secY.•.N.NuN sea 4 P.Noe•Teat N IV Ise Ada Mel one,a*M'N M..tawe. 4'• _ • nMNt,Y•••••••0•0••le M'Pawl*,Onls•4e.0N.111P O•*It One.,h..•s n Da Mar V•P M1.•~I Wls00NI MMSIrss n MIL,•IM P re net Ws•*flown raw*11 IN _ t I MO 0111•10...e•.lim inn VM.Piot"w.•1•n•'w.^IS•Kos.,•.41.Irarlw••4bl.I.0 al.nlJI.e..rWWM*ha pea* •. co...Ia.,*plate...Iatm0 no name.Poll M,Dal el?Pal a Na•adna..n1..o?pe4 HN INM•wNIM.t N saw Frew.s am .ere. e•n,el.0 in CV.•64e hest.M It...MPIM MO Ocerltnran aslaaMlt,Cow MtaPtem•aquae•••6..••MNec al 41•,5,5 • - • ~Pa vat.C Ian...Negsau'sl.nit•n•la.N SOW h.w.15,p00*IOW Oda Naawtn.M•YI Waal w rows wl0•VVa I•y• - end nr•rue• reMlte.Ma l'PO.''fsr Pltll I0a••••••.S!MW..••,t..MtTw.M.NI.Y is Mnn..is. ..0 . Pa*wag • .. _ et..sat I •.'M Pu.n' OI. •r .n11V1:.s N,al •r lt 'Se. ww*ear, tree el lwtoae •Vbo1IN ae N las:Pest Lw1.fY M Pnw.Nm.nr•,sen rNPe Ogling COet Ben M blt e* vo. o Ca•� Y•V• et Null. P r .gIMsI Snots nla.lel 11.11 row,elms Ml '• - • ta.N.a,nen W nr, lO l.ato m VOW,O. I I Oro ells Mw ,is Mt.IS Iwol,Pe..I.•g.t4 Moo.•Mrw..l ger4„..e'wsa.Nlk4 •.•. ow.***as^.011.0..oral...one or tot.•t-.l&4 4 n 1Y Ir•Ilo0,•M Mesa)..wN1.W•p.M whit.tem. glee < 114.001401 its 100 MP•IYw (This WNaPa.✓10011 We•ON Mgt n.I•M ego speed VI I MIIts11MnUI halikkrn.Ne NIesl lllg .waa.a. . • n .'o 014 . - ••I'` • .I . la, •e.I.'a11aU Wt.Wwnoe,0.r•e•.MIayN.laar Pnwl owl's ern.ems Grew..an man @sle •.•MI Mauls Y t O.aftlelest. owe Mnsag.\pease W IM.dowelThal noel-al M tvawN.I*Ito ant aaa tot or Mr le am..°moan taw01mrl NOS** al* . Catrn ws r ww tear ow•.ON. s . a.. . nnr .te , 4 _ ye w n 1. • •;pp*pa •�.. III.I-Ir,.o.paean no*oral• 't ogs\119' Ii.hFllr w rM M ..e.o• .s.,OY M e 010...Me.I14 M rlM.0 I OW,. . tl en s ase .a. ,P.a'MP aI e• YI• .•e104• 01 b Inaba, POOPS III .I...eaen In l'It en.edgy.IM a..n.(44 aeon* •'`l .., • Y moray**. WMPVth & III I M 'Deltd.n P1 Mah l inn n la M swr.W I.le lall.c.nr e w ta .,V Pei. mGant.W Gas.I .NIW ••• . N•WTI\w SW.",P .•I*I Nn.M see Dal atom.*Apnoea moo wen sine,,nh N tee roan raS,eerre'. I. 1'- I a Mel,jai IpM..a..Nog el Nat•ne by in earl lIIM NNMeP Sol tarn•1prWe loam taw*CMtW *too le it 6.4,0.6 el Mt POW.Ihw •1a .a.Come aY lag%wen.Y.Yw I. 4 M.NI'wS wrr111 OWO.M IONS•1 N Neal*naNMa.Mule•w w 0I•apeea pa.••a NeOlw1P 0 NM N M M.kw,Il.w OM MM wNpr.Yr1 I►••Iw•I01 pW.M II.••4•qs.a.4.,n 0.4 el\M., ,.!tit 0.a nt IM1M1.1•IMt.l.Iw5V4.1.0 weal 10011 F.4 El•entlymf she in Imp @ OI end erle et MI pe.O.r H•IlM•an thee NI .y:. Ma'.n.I Dee to 1.,00 w a...ma VW*W tennwb N•..I10 Pn Ina..0 Sa O..V!MI me Ohs".IM.001.I_.. 1l ..I- f]" • MI RIPS.N. al •t11.,an alai M Mpre. . 1 .. Ill•.,nu.tn.DN.I I in,dPeup.M$.....41 PP MlLlwsruge Ply0011 Mt WIIM"glN Ww101*0 0p► .-l'I,t• J.. 49,511 11Y 0.1005.1501•••.mho* r: '�1,•' t owl ono,a)•Mn01t•.•N....•.In•.tn•.NMtWPOl MI W0.Mb0•nsMMM••1M waalNr. .II* •••.• Owll•,Or•I•wl JUT* 50th. 1989 • 1• • [...ins a.*•0•wwur..Nr..bp..'. _-�a,� • • . •:!....... .... .//�/ 'ei s .Nee hole lip Cea•.M,Iwrwl.p..bWa'. O.e♦�•.1/ / ..! • IW1.• +•rs al Cea•F.a rYM.Mt r Arad [�L100 ��1. • •4 I l . . .' \ • ........ '1 • y 51 ATE 0000LO.ADO I Y , t. . ' •• 14 N.TI o-4•1•'• ` T it•• en.a...•.y'&0",... 20TH M. JAMB •* 89 tea. a:9'F: NLRIM.LTtdl, I••'. t '{ tN' 1.+4'5•l..t '.er..It_..YIY.aMN.•YP nes••Mq•PPasrh sires••••••••••i•me M.MnNM Krw,at :'• .r•• ...v...." kat.ti li o•1••tr'e(/•1•�1.•.-o Oen...tit el aM\Yot r N weary ad•Mp.PI.NaMe•I L. .t • t11t //[�� [may /�i •• fir: • , 14'.uW . k N GAif 117- ?44Xie..v 1 ':01-ti`�,��1 • � 3i' .,..1:dLtlltipy{ /23191 I/ ut•erwr O�!•�.l!1.3 .a h ._. .`ill: . f:R)4*.0.s - -EWPRT TITLE GREET ' 7.24. 1992 14 - .y P. a S I. - _ ► • .1• P 1134 NARY OANN3r000RtTSIN/CLLRR Ss316ACCORD:R.WILD CO.O03CO e �}` a - IRNIS A I9 ' ' •• -• a'• Part of the Northeast Quarter (NE1/41 of Section light. lel, } Township rive ISI North. Range Slatyteeven 1671 West of the 6th P.M., County of Weld, Stets of Colorado, being were particularly - described Se follows: • Nl . • Beginning et the Northeast Corner net Corl of said Section a And • 8 '�•• . R considering the East Line of said Section S as bearing Korth 00 " • '-- Degross 00' 00' wuwt with all other bearings contained herein . '"-• . { - . relative thereto: : .� • thence South 89 Degrees 25' 36' Nest. 30.00 test to the True :.4' - '• Point of Beginning; '.,.;.[•• 1: thence South 00 Degrees 00' 00' East, 1401.55 (set, ' thence South 09 Degrees SS' 34' West. 1538.07 rest, .. • thence South 89 Degrees 59' 15' west, 166.25 feet to a the taut Right-o[-Way Line of the Croat Western Railroad point on „• S:'- - thence North 35 Degrees 51' 34' Sast, 048.50 feet along the Croat • Western Railroad: ' thence along a curve to the right whose radius is 1391.7 and • whose long chord bears North Si Degrees 10' 14' Bast, 966.93 ;: leer, - ':.' thence North 76 Degrees 29' 24' Boat. 307.00 feet; _ ., thence along • curve to the left whose radius is 1950.1 and 1 • - whose long chord bears North 71 Degrees 41' 16' East, 331.82 .s, feet; • . t thence North 89 Degrees 25' 36' Bast, 190.4 feet to the True I. Point of Beginning. --s' . .. • . Y • • Rli . -1 • .' s. - ` �; • i .lit . r 53/4 • 1 • r' • ( -,t: . : .4.W. • • a • 92.1.093 1":. • - . . •. .,. . IMPROVEMENTS AGREEMENT 92:093 CO CO DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY PREPARED IN COOPERATION WITH THE U.S. BUREAU OF RECLAMATION GEOLOGIC MAP OF THE LOWER CACHE LA POUDRE RIVER BASIN, NORTH-CENTRAL COLORADO By Lloyd A. Hershey and Paul A. Schneider, Jr. MISCELLANEOUS GEOLOGIC INVESTIGATIONS MAP I-687 S —sr In ' "" e PUBLISHED BY THE U.S GEOLOGICAL SURVEY 921.099 WASHINGTON C C 20242 1979 MISCELLANEOUS GEOLOC INVESTIGATIONS MAP I-687 NATION • Kfm Kfh Kfl (water to wells Fox Hills Sandstone Kfh,Far Hills Sandstone undifferentiated Kfm, Milliken Sandstone Member, buff to pale yellow, mass/re, silty filne- graiNed sandstone:tout°ins thin lenticular block shale partings Ktl, lower member, interbedded light gray silty sandstone and medium to dark pray sandy shale. Yields u-a ter to stork and domestic wells hole of the South Platte ter to wells r ,, C Kpr Z Kpl W U Kpm Kprr source of water for irri- F- per minute)to wells Kpt O as some loosely cemented Kph N Kp O Pierre Shale Id ' U rentiated Kptz, tra usiliau zone, interbedded sandstone and shale; contains hard sand- � o 600 gpm to wells stone ledges. Most permeable about 600 feet below the base of the Fox Hills Sandstone. Yields .i to 1:; gpm to wells. Water has high sulfate m content U Kpm, middle zone: consists of .5 members separated by 100 to 400 feet of sandy shale. Upper 4 members are alive-gray, massive fossiliferous fine- grained, tightly cemented .sandstone that contains concretions; each as 'clay. Yield 2 to 5 gpm shown on map includes the underlying unnamed sandy shale Kpr,Richard Sandstone Member Kpl,La rimer Sandstone Member Kprr,Rocky Ridge Sandstone Member Q Kpt, Terry Sandstone Member }4r—s Kph, Hygiene Sandstone Member, thin-bedded, medium- to coarse-grained permeable sandstone. Yields 2 to 50 glue to wells tapping sandstone. no water to wells 1, Water has high su Wife contend Kp, lower zone. ben ton itic, dark-gray shale. contains some ferruginous con- cretions. Yields no water to wells U) a. O O ads tone, clay, and seams la ninous coal, ferruginous Niobrara Formation water to domestic and Calcareous, chalky shale, contains thick marl beds and a persistent basal W chalky limestone bed. Yields 5 to 10 glen of highly mineralized water to wells u•herefractured U Kb Benton Shale Dark gray to black fissile shale: contains thin interbedded, fossiliferous chalky limestone and bentonite beds. The upper 10 to 15 feet consists of shaly to clean sandstone considered to be the lithologic-equivalent of the Codell Sandstone Member of the Cathie Shale. The sandstone is com- monly capped by 2 to 5 inches of dark-gray, brown-weathering calcarenite. May yield 2 to 10 gpm to wells Ksu U< South Platte Formation Ksu, upper sandstone, white to light gray, thick-bedded locally quartzitic, fine-grained sandstone. Yields Ito 2gpm to springs along the outcrop Ksl, lower shale, predominantly gray to black shale, silty shale and siltstone; • contains thin beds of bentonite and fbssillterous, -brown, crystalline lime- 92q 098 stone, and a persistent thin-bedded argi llaertms fine- to medium-grained l:.t �7 sandstone, the Ploinriew Sandstone Member at its base. Not known to yield avrter to wells !m4!ir"r EXPLANATION Contact Qw mutely located;dotted where concealed i u Windblown sand o �--- � Sand and sore silt. Generally not a source of water to wells Fault KI ,rima tely located. U.upthrown side; Qls KI dornUrrown side Landslide deposits Kf tMainly blocks and borlders of sand.stanv and.sandy shale of the South Platte Anticline Formation. Generally not a source of water to hells Iria/plane and direction of plunget4)1 c Qf >- Co Qvf a Ot Q Syncline Z Valle fill deposits >a c, trial plane and direction of plunge d y- p LU U Qvf,valley fill deposits undifferentiated. Principal source of water for irri- F- /L gatior wells. Yields as much as 2,000 Ginn (gallons per mina te)to wells < R R 1_ ke and dip of beds m Qf.flood-plain depo ts..saie dead, and clay O Qt, terrace deposits, arkosic gravel and sand; contains some loosely cemented y sand and gravel • Oil well Opt Pediment and fan deposits undifferentiated Kp Gas well w A rkosic gravel.isand, and red clay. Yields 1 to 600 gpm to wells s 1 4 QD Kp '+ Pediment deposits A Arknsic sand and gravel with minor amounts of red clay. Yield 2 to 5glut s to wells Kpt )- Kpl Twr CC Kpr ,l _Q Kpl •g' White River Formation It I— Kpl P O Arkosic sand and gravel conglomerate. Yields no water to wells H 4 36 Kp, KI U) O Laramie Formation k Olive-gray silty shale; oontaius len ticnlar beds of sandstone, clay, and seams W •� of coal. Lower 200 feet contains beds of'.subbituminous coal, ferruginous KQ lis concretionary beds and variegated shale. Yields water to domestic and F— Cab 1 stock wells tapping sandstone beds w el 6 a U Dar . eh 12 7 sh g Q Oin. tee M 40' \ 45' 13 s .l 17 16 R. 65 W v t Ksu, fil 9 N. 21998 P.2 Ksl, co ri N� Qp ) � Fn ?4 \ 1 (? )n i .__ _ 1� "3- Re8e12'0 NEW WINbSOR Q �r � f FIE ) ''_.� RIE/.AT WE, �\ 3F��. 31 32 I i- �35 i 31 �... ,v i{ ; I I ISeveranS'Q cn , , 11 c �, ;1 Qvf ,-, ; . . WO tr i Qv "‘) 2 rl ._ 1 i 3 r , • Ic II I ham! \----' �, 10 I / 11 1 T•. 1 2 7 8 -' 11 / - 2 I iJ 1 1 1 Kfi 1≤.• 1 1 Qt — r K�at 18 1 li , I 14It 6 ri.trsat 1 f 14 I 13`y 1 1 4790 Lane �- y I 1 v v I i \„-_---__ii �L,C �� _,II j_ =I - _- II riNi.)SOlt1 1` , i �`,1 <RF)-- yI / I F. 24 19 20 ,I, 21 22 v I \23 ' 2.: l;".. 1__a.r. , 01 .. Qf `l \` — u 1p r 1 Bite 25 'O 3 t 9 I 1 28 41. 1'i 26 1/4t1 25 W It I I ylti _ h� T PO((Ci �� KPL °' � a\ t n C,-, � G�e�A 1 36 i 31 �` I 33 W 34j5 k.,`41 36 31 Qf rKth k r 2 1 6 L- � •. i Kim • Kf1 ' M11 f.7 �� :34.) 12 1 40°25' / i` 5 ' R 67 W. 50' W"itiStsra Po � SCALE 1:62 500 Yz 0 �% 1 .5 0 Irtripmir DATUM IS MEAN SEA LEVEL C MAP OF THE LOWER CACHE LA POUDRE 92,1.999 By T.1nvd A. Hersh.ev and Paul A. S, DEVELOPED CONDITIONS b3t9 9Z1.093 WINDSONG RANCH PUD MASTER DRAINAGE PLAN DEVELOPED CONDITIONS BASIN INFORMATION LONGEST DEVELOPED TRAVEL HIGHEST LOWEST CALCULATED BASIN AREA DISTANCE ELEV . ELEV . SLOPE # ( ACRES ) ( FT ) ( FT ) ( FT ) ( % ) 1 6 .3 850 4 ,916 4 ,880 4 .24 2 7 .5 900 4 ,912 4 ,876 4 .00 3 5 .6 1 ,280 4 ,916 4 ,890 2 .03 4 4 . 1 700 4 ,912 4 ,896 2 .29 5 12 .6 1 ,120 4 ,986 4 ,880 9 .46 6 8 .0 800 4 ,902 4 ,880 2 .75 7 3 .0 400 4 ,876 4 ,858 4 .50 TOTAL = 47 .1 C5 = 0 . 19 TIME OVERLAND OF BASIN Ti Tt FLOW CONC . # ( MIN ) ( MIN ) VELOCITY ( MIN ) 1 23 1 .8 0.3 24 2 23 2 .0 0 .3 25 3 29 3.9 0 .3 33 4 28 1 .0 0 .3 29 5 17 3.1 0.3 21 6 26 1 .5 0 .3 28 7 20 0 .0 0 .3 20 921.999 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 1 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .45 acres BLDG/ROOF 0 .25 acres CONC/WALK 0 . 10 acres LAWN/OPEN 5 .50 acres TOTAL 6 .30 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .20 0 .42 Tc ( MINUTES ) 24 RAINFALL INTENSITIES 2 . 15 4 .63 ( INCHES/HR ) PEAK RUNOFF 2 .68 12 .30 ( CFS ) RUNOFF VOLUME 5 ,150 23 ,613 ( CUBIC FT ) 9 ata98 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 2 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 .10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .55 acres BLDG/ROOF 0 .30 acres CONC/WALK 0 .15 acres LAWN/OPEN 6 .50 acres TOTAL 7 .50 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .20 0 .43 Tc ( MINUTES ) 25 RAINFALL INTENSITIES 2 .11 4 .52 ( INCHES/HR ) PEAK RUNOFF 3 .21 14 .43 ( CFS ) RUNOFF VOLUME 6 ,421 28 ,853 ( CUBIC FT ) 92 .99€3 WINDSONG RANCH PUD 92- 102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF PORTION OF DEVELOPED BASIN 2 -- DESIGN POINT F COEFFICIENT ELEMENT C2 C5 O10 C100 ASPH/PAVE 0 . 87 0 . 88 0 . 90 0 . 93 BLDG/ROOF 0 . 80 0 . 85 0 . 90 0 . 90 CONC/WALK 0 . 87 0 . 87 0 . 88 0 . 89 LAWN/OPEN 0 . 05 0 . 10 0 . 20 0. 35 LAND USE AREAS (APPROX. ) ASPH/PAVE 0 . 10 acres BLDG/ROOF 0 . 05 acres CONC/WALK 0 . 02 acres LAWN/OPEN 1 . 00 acres TOTAL 1 . 17 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 . 21 0 . 43 Tc (MINUTES) 16 RAINFALL INTENSITIES 2 . 55 5 . 71 ( INCHES/HR) PEAK RUNOFF 0 . 63 2 . 89 (CFS) RUNOFF VOLUME 810 3, 697 (CUBIC FT) 921093 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 3 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0.20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .40 acres BLDG/ROOF 0 .25 acres CONC/WALK 0 .15 acres LAWN/OPEN 4 .80 acres TOTAL 5 .60 acres RESULTANT C5 C10O AGGREGATE COEFFICIENTS 0 .21 0 .43 Tc ( MINUTES ) 33 RAINFALL INTENSITIES 1 .84 3 .83 ( INCHES/HR ) PEAK RUNOFF 2 . 16 9 .24 ( CFS ) RUNOFF VOLUME 5 ,694 24 ,382 ( CUBIC FT ) 921993 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 4 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .30 acres BLDG/ROOF 0 .20 acres CONC/WALK 0 .10 acres LAWN/OPEN 3 .50 acres TOTAL 4 . 10 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .21 0 .43 Tc (MINUTES ) 29 RAINFALL INTENSITIES 1 .96 4 . 15 ( INCHES/HR ) PEAK RUNOFF 1 .71 7 .35 ( CFS ) RUNOFF VOLUME 3 ,969 17 ,058 ( CUBIC FT ) 9Z1098 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 5 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 .10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .90 acres BLDG/ROOF 0 .60 acres CONC/WALK 0 .30 acres LAWN/OPEN 10 .80 acres TOTAL 12 .60 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .21 0 .43 Tc ( MINUTES ) 21 RAINFALL INTENSITIES 2 .29 4 .98 ( INCHES/HR ) PEAK RUNOFF 6 .04 27 .00 ( CFS ) RUNOFF VOLUME 10 ,155 45 ,362 ( CUBIC FT ) 92 .999 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 6 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0.05 0 .10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .60 acres BLDG/ROOF 0 .40 acres CONC/WALK 0 .20 acres LAWN/OPEN 6 .80 acres TOTAL 8 .00 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0.22 0 .43 To ( MINUTES ) 28 RAINFALL INTENSITIES 2 .00 4 .23 ( INCHES/HR ) PEAK RUNOFF 3 .44 14 .72 ( CFS ) RUNOFF VOLUME 7 ,711 32 ,972 ( CUBIC FT ) 92 .993 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DEVELOPED BASIN 7 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .20 acres BLDG/ROOF 0 .20 acres CONC/WALK 0 .10 acres LAWN/OPEN 2 .50 acres TOTAL 3 .00 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0.23 0 .44 Tc ( MINUTES ) 20 RAINFALL INTENSITIES 2 .34 5 .11 ( INCHES/HR ) PEAK RUNOFF 1 .60 6 .79 ( CFS ) RUNOFF VOLUME 2 ,552 10 ,870 ( CUBIC FT ) DETENTION POND CALCULATIONS WINDSONG RANCH MASTER DRAINAGE PLAN DETENTION POND CALCULATIONS POND 1 IN EXISTING DRAINAGEWAY ON NORTHWEST SIDE OF PROPERTY MINIMUM DETENTION VOLUME V = K*A 100 YEAR K100 = ( 1 . 78* I - 0. 002* I "2 - 3 . 56)/1000 10 YEAR K10 = (0. 95* I - 1 . 90)/1000 100 YEAR VOLUME I = 43 PERCENT OF IMPERMEABLE SURFACE AREA A = 30 . 3 LAND AREA (ACRES) B SOILS TYPE K100 = 0 . 069282 V = 2 . 10 ACRE-FEET OF STORAGE VOLUME MINIMUM V = 91 ,443 CUBIC FEET OF STORAGE VOLUME MINIMUM MAXIMUM RELEASE RATE = 25 . 8 CFS 10 YEAR VOLUME I = 21 PERCENT OF IMPERMEABLE SURFACE AREA A = 30 . 3 LAND AREA (ACRES) B SOILS TYPE K10 = 0 . 01805 V = 0. 55 ACRE-FEET OF STORAGE VOLUME MINIMUM V = 23, 824 CUBIC FEET OF STORAGE VOLUME MINIMUM MAXIMUM RELEASE RATE = 9 . 1 CFS DETENTION POND AREA-CAPACITY CURVE ELEV. AREA VOLUME (FT) (FT"2) (FT"3) 4, 968 500 0 4 , 970 8 , 500 7 , 378 4, 972 18 ,400 33, 662 4 , 974 26 , 550 78 , 386 4 , 976 35 , 200 139 , 964 912.4O93 92- loZ WIND9ONc 2ANu1 1AS/9z DETEN T1 ON p+*a1 9.. OUTLET woet s elt%P.Xo 6tUt&I : Q100 = c111400 FT 3 Qgoo= 25.$ ces (!14Lvo,.+hBL.G) Vic = 23180O Fri �+ w c '7 • / as 64“.0...JA6") too -eta. al S . Ec /A rtov c 4'114.5 10 tSAt w S. Ei..6.va,1lo0 J = 4911 . 0,40 - R2 ..R CAP14Gcri Age-A A tib4. \Inc- Ett-V__ Cp.') crc" 4348 Soo O 0 441O 8,S00 1,318 -73-i0 4112. 10,400 241284 331642. 44?4- ?101550 4Lr1129- 181386 96110 3512OO !01518 (31,9k4- 1OO YEAe ot-ena PIPE Eta. = 4q&a° 10 YMZ. petPcE. PIPE e.eu. = 4Qtob • O is 1O '-(eat ops4v tNG Q [CJ (zAv U ] 1/Z `i. 1r 0.65. (Z x 32.2_X 3.'5) J 921098 Pr L' of ((4 x 0.14))/tr) ` ' I. 10 Pr use 13.3110 WtNOlaCt•J RAN O* 92-1102 De: °N ?CUD 1 11zef Z. too `(eat OPr.4rtKG 1bts4 €'- eoue..4 o Yom_ ourt n- a_ 100 `IC- taw .o vz Qs (o..5) (o•.9O (2x;z.2x (o•o) = 1Z.3 c.F5 team- 5tt .. Quit Zs. s-12.3 s 13.5 CPS ,..i CuusE. r see -c Z' " in ,GO 5.60 A • ZS.8/ `0.65 (tic 3Z..Z x 54) " = Z. ) FT 2- 'z D+h. (4- %z.1) ) = 1 . 10 n- a lg .& si . , use 21 " cat as la,/ No 09,4 Flag.. ace' 13°4 tAieAe. Lawn-4 $/2 L = L3.5cos / (3-3_._v 2.01 T_-- Lt. L4-5 tT _-- __ __ Use 31 K_3 8oK I . dse r_ __eta. OF S OK 4gria .O 921993 STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA l FIGURE 1404 ( c b a) s q) -t3 C3 i^ CO I .. " in `� Nj kJ c3 Fri �, ck a C tI '��a ~ m h � 0 ` ° .. m I I o 1 � ° I \Cid ` ° O �� t W, E ° 1/4 a U JII o .g1/4 � - =_`` C. L: m yJ .. C I RI 2 . al o I �k' y I c Q (, •st. I I I a ~ a t II Is 0 W i Q k ° I I I l � 0 U 2 l 1/4 a Ps- � � ° o • a oc me V1 i a 1.O11 V o W1/4.2o r�`. .. .Q: i 91 x 1/4 '' W F. yr Jr7 c m N9 ',£ R o wb.' N) e do 0— £ A.1 tP 'fl' ° ��■■■■ I �■■� :i a '� `° a it, tt N dial � �I� ; mc1 . o i„ `Ic •, tic ti .. 3 m N o c o �� c 34 3 � 2 � co lb UI c, ib p4 ottl Otrr- a 0°0 C' DATE: FEB 1989 REFERENCE: 9�•"1 093 WRC CNCINCCRING, INC. REV: WINDSONG RANCH MASTER DRAINAGE PLAN DETENTION POND CALCULATIONS POND 2 LOCATED AT NORTHEAST CORNER OF PROPERTY BY HORSE ARENA MINIMUM DETENTION VOLUME V = K*A 100 YEAR K100 = ( 1 .78*I - 0 .002*I-2 - 3 .56 )/1000 10 YEAR K10 = ( 0 .95*I - 1 .90 )/1000 100 YEAR VOLUME I = 43 PERCENT OF IMPERMEABLE SURFACE AREA A = 13 .8 LAND AREA ( ACRES ) B SOILS TYPE K100 = 0 .069282 V = 0 .96 ACRE-FEET OF STORAGE VOLUME MINIMUM V = 41 ,647 CUBIC FEET OF STORAGE VOLUME MINIMUM MAXIMUM RELEASE RATE = 11 .7 CFS 10 YEAR VOLUME I = 20 PERCENT OF IMPERMEABLE SURFACE AREA A = 13 .8 LAND AREA ( ACRES ) B SOILS TYPE K10 = 0 .0171 V = 0 .24 ACRE-FEET OF STORAGE VOLUME MINIMUM V = 10 ,279 CUBIC FEET OF STORAGE VOLUME MINIMUM MAXIMUM RELEASE RATE = 4 . 1 CFS DETENTION POND 2 AREA-CAPACITY CURVES ELEVATION AREA VOLUME ( FT ) ( FT-2 ) ( FT-3 ) 4 ,866 0 0 4 ,868 5 ,200 3 ,500 4 ,870 8 ,300 16 ,886 4 ,872 11 ,525 36 ,633 4 ,874 20 ,200 67 ,971 s WiNDSo1JC0 R-ANct\ 92-�oZ pere.ArrioN POOD 2 -t/26ict Ocrri-Er v.'oa� p.s 5MON& G{VE.N. 100 = 4t1(o00 Fri Qe.0c 1\ .l GFS V,o = (0,300 Fri Q{o = 4. 1 ces loo VEgp. uss . ‘11-442- W.S. aLe)). n 48614. DE-TJTrpwo FOND — {4P� GA we tT AREA ava.- VOL.- , E-t-EV (,crz) cc-c') __r;) 48/0(0 —75— ")jis00 4868 5,200 350 0 13, 38V lie o 83oo 4bi86& t9,1 47 , 481 Z t k 2-5 3u16.3'3 4074 Zo,2oo 31,338 tO� 911 100 bankr PIPE 240142" £L = 49(oC0 tO `t 64*. OUTLC P{PE tVj1tc.T @L. c 4-S&C, 10 -(eat °eletct OPEN Na Q° C41) /�'C.0SCzY32•Zx \ {/L3.4" ! 1 = 0. 43 Fr Z iDsk• = (44 x 0.43 /9C\ {It t 0 44Fr use- 9 ' 921098 11J 1NpSo►,k, ejeuej,,k GZ►tz 1;s-rearm m Pati+D 2. itztbfrz too Yee taPEAntJa Disciaat -- 4&c4 ki4 10 i-tt oc rLer @ (00 '€-At Q= �� (o.60s) �©• 43) � lo4ti4x5.�� 2 = 5 . 3 en WeAt s1e7E a= 1\ .1 cc - 543c44 s (0-1-cos CtdLngs- Sly. _ i8 " Fp 1-, ,co 5•!0 � / Codas) (1044 AS.(er-) 0 -4S pr'_ 0 ba. _ �C 4 x 0.90) /3I ')''Z = 1 ,4 ` = 13 z-E oe.*nCE- FL E to 13" 4) $nx u9 e.1¢- Le0Me.Tlk - USE. ?es Ntakr> t-% Co•4-GCS / (a. (Z,0, 3/V use 3 ' x5s r3oX sEr Bo* Fes,. -e ,r 41-740. 3 44 • 1 9Z.1.093 STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA I FIGURE 1404 ( w 0 b m t � N, I I CZ?, k�li o °� o co atE )t i.... .?. 3 h r� J m 0 0 0 111). I W V FQL I �� m 0 a3 4C V WNV � Qom .` o I •-.. `q\ ft, I 1 ^I CO V I I — .I- Q. 1 v 'O p \ 0 O �� \ W E I o Q V ' = J E I t - CO O. CO m 0 J w C I w G . o I �� m � 'y I c Q 2 0 ` I I �' ~� o � II =E W L t �1 n . Z I � � o \ O O` C a . v , �.� ta 1i1t�i:�1►va��.� ti o ; I- Q A=' r�` ,. A: i 9 b tc9 -if ,£ ( �y a • "9 4. O CO �C a ---- ■■■■ ' �■■� .,, .t to a a o a 4c la O III II' / w w� N I. 4j N (0 %. O 1C0 .. y it. N !w w w M O Ma - i� � 34 3 d- mb tt, 3 CVO �r (4. a� 13 DATE: FEB 1989 REFERENCE: 9Z 0913 REV: WRC ENGINEERING, INC. CULVERT CALCULATIONS 921093 BOULDER COUNTY " STORM DRAINAGE CRITERIA MANUAL FIQURE 1003 ( O O O O O of lD U) C (n IV .r O� O1 N n U1 ta. I . . 1 . 1 , I . II 1 . I. S O R O o of ffa tG I!i •'tt t.'i N O . , I ! I 1 . I. . , I I -4 a? tD 1l1 O O O O p Ln E � . . A , . (0/MH)4S8313WVI0 NI H1d301831VM0H3H I CC Z y riov 5 O 4 W o c A m m Z W a c g d h IIO as LB ti. c wt, r '7; ,T, �j II) O�A Ov m oa c:' ,„ u.\ N A G ,, ° ~ C Z ~ ] °N ° o ILIxJC C U C JL N �. Y q QC O ° W 0 (!C l9 Q /' Wbb �� b O 4F�y448-. 0,. W v m'° 6 I's `c_ E �' go O � CC II f�\ ° bsoeeaa� xy ` � ^ p8 $ g Q p 088888 8 WCC CC CO to in s} (� N .-I co Win V PI N ,=1 co (Dui,* M N o W LOW) K Cc) N O II I I I.I . 1 . I,,.,1....1...,I I I I I,I, I . I..,.I....I,,,.J I1 l I,1 , I . 1....1..,,1....I I1 I I.I. I . I....I....1....I. �R 0 SAO NI (0) 30LIVH0SI0 • m OWtD R N O 00N a0 tp U1 4 t+l N O O t0 O e•}� ..��}} O ^'I ^� O1 O1 00 � n IOD N 4 a �M M m N N N „may „V III , 1 1 I . I , I , I . 1 . I . I I 1 1 I Nil I II 1 I I ( Z A S3H0NI Ni (0) 183A-4-10 AO N313WV10 O < CC ,ITI e ri i n w n °l w 1 . w m n • ID I 1 1 I . ZV W • 6 f n x n n . r- . n OCC a 1 GI .lV�.. �� 1 I aJ _ o o r n N 'I • . w . n W r i/ �, ow 10/M I a.l•wo!a u 41d•0,goMpo.H W � � c7 YuW y . °° , I Y/ G FQ6 ,,yyGEt ZZin ..~ :r F.f S I Z2 . It-Di VZ •a 2 SeFo3 ' k � 3: W OJ <i Ye €E F PP{ I • 4 Inrc % 2g I2,..!,:,egg il F= g iI tI. .Q: o> i.¢ '.g 3l''o LS5 co p D Z in al E. ai E cc 6 s co E ee ; ( a 1 ea O N § § §! !. § I 8 � li n I ° • • ° V .n • n w • ggee S w . •n • n N t Q Sig w la.m°ynlo I v - J I'-- gold lomP^,IS 'I . . n = n N E P : F S S 2 22 R N Y N • n N C 1 , 1 , 1 . 1 . 1 , I , 1 . I , I . I I I I I 1 I I I I I Il N43ol•I 1O1 I,•MIAD ID,•I.woid IONS p.loenuo0 p,opuoIS 921693 WRC ENG. I REFERENCE: "Concrete Pipe Design Manual", ACPA 1970 "Handbook of Steel Drainage & Highway Construction Products", AISI 1971 0. In W N N a kg O W S 2 0 Z >� JJJ W ft; o VI Z J J U_ O _ . O A J J Q C ► N O IL 1=i ; P '� H a C0 > W a 0 f N F z U c O 11 S= O O N Q p Ii N z t 1 N • •u 41 t JN V 0 ", ", ._ s 0, 2 (a �� W J t t •D. S i�' U --IQ Q " J Io p D U W • a j } A It C 2 N a O S 12 H- C° A 2 CO Ng N II '• H S ti f V Wu W .. a aa J PQ ? Y N lein (L ° (n - f. Z Z I Z C t.N 2a O 00vv = cc r I D AZ it. l— Q W ~ u WW E W U • .�= t-` ~ I- Qel t.; 8 ir cc J _j 0 0 = W J Q V �J 1-t 1 U 2 U W tH S U0 J J 7 � J N OS a `� o a_ d) 0 ~ al M N W a O Coo 2 U 0 o, H � 1O_ FJ < m 2 W S (D N �9 I Ir LL J _ II g, = z O ' — ac 0U J a 0 OJW a (00 00 p J CC J _ fl I- a GI 4 ria 921O93 BOULDER COUNTY STORM DRAINAGE CRITERIA MANUAL I FIGURE loos / 0 0 0 O 0 N 1\ lD Iri v rvi tai Li" 0 O? Cc) N Ip L I 1 1 p O I. O O 0 O O in v to u1 . ni N ' .-I O1 W t0 al EI L • . I I i O v t0 IN V Irj (\j ... O? Q0 r-... t0 N I W (OIMH)�S8313WVIC NI H1d3G H31VMOV3H CC Co) _` enm Z w vi d'Cr Z. m £ y 4y-- O,q W II Oo 0am.. w M U ma Cli V W o` Z W w � .c , «_ v a s u f= a °c° Q c m y mob O .. HI- m c V y. ` V\ T A [ C C Di p ,C 80 W X st c o. � N� q $Pi W nuc uo d r." m u i o U W i ll N1:11 O a cc . iss N ry 6 � oacE o CI 0 O a IL 0600 OO O 0 p Q Z 00000 0 0 OO0 OS pppp O 0 O , 0� t0 in 0 00 m O .- CIO Oa M N O O OOO�W to u, m 0 00 O7 lO ill C M N O IC � It ] ] 1.1 . 1 . 1•,.•l,,..1..,,111 11.1 . 1 . 1..,.1....1..••11111.1. 1 • L...I.,.t1....1111 1.1 . , . 1,,,.1....1..,.1 0 SAO NI (D) 3OHVHDSIO m 000 tO a N O WN \ FR tO to V M N O O tO O�,yt W N t0 O ��{{ 0 N tO M O N 7 O "'I .-• lT Ol 90 n n t0 l0 Io at st �M M M N N N . , .Ni III . I . 1 , I . 1 . I . 1 . I I I I I I III II I I I Z a S3HONI NI (O) .L83A1f3 AO 8313WVI0 J 0 < cc J � I e i m n i o - a w F • n I— 0 I I . I. .I . . I �. I • Z O W e d I w d I n �i •w • w o n O /C Cl. .lV�. I 1 1 t — , w O a J _ • w r n w GI w s w o n Wv 11 . 1 ... . 1 . . I . ., I I 1 I I .. r {V g IMNI uwiwwo.a 'IIyldea igompooH I1JYVd U e woe it / J in v`t 8 2a € trEls �P.1; Z W u Ww h it . E s V e I ,� ��• r Q ° xz O. ill!Q Us 2g id iOi I. _ $' 5r a I 1 o °> tUb Alit El FO ea_ cc 2 ., Co a § 85 I J EBe ,O fT 8 ° § §n g ng w ; s Ie s i w N 2 • •n • n el e V , n )1I 11.I . IA L...I....LuJll 11•I. I . L•..L...L.u111 11,1. 1 .1....1....1.. 11111.1.1 . L.,.L.,.1....1 ,� vt 1\' SID 01 COI•moyxla I a p H._ slow Im^Pm$ J / o e • • x o • tl .l. = n x o w e w s n T• • ..S n s w 2 - n x I , I . l . 1 , 1 , I . I . l . I • 1 1 l I I 1 I 1 1 1 I • 1 1 fw4w1 ul I0111.ArO 10 1•0°213!00 f f pots popentioD plopuel$ Q2i ow WRC ENG. r REFERENCE: "Concrete Pipe Design Manual", ACPA 1970 1 "Handbook of Steel Drainage & Highway Construction Products", AISI 1971 (it W Cu an 01 2 O co — W FE Z >^ O G OL La) o VI W �Jt r 6o O _ . ' O 31 0, z Q c O > W m v � _ W a U Q s ici cc Q J c z = O rA r- 3 O _ 0in I- H a O Q �' z + N u 01 W3 0 c f_' v `- Q > X (J c r N L. s 01 m * X 8 >< Z C.: H Orin' Hr m o is m N W II W o C �� Da F Z Y = - M O N D P � = Z ZiJN 2 Q O goy ii. F- Q • w ~ v cC W F- 0 W U ' _ ~r H Ui cc aJ OJ I.-21 J o x a is s ir, V is I- N 1 x 0 W aAl °V°H ' = a z a J = 2 i uP J . S F' = to 1� Cl W a O m 0 ° Z — 3 Z • W N in a 2 w = ID m < it cs �— R. _el Z I Ccc o 7 JW Q c J > —_I a o � o a W CC �l = I- 9%`098 BOULDER COUNTY STORM DRAINAGE CRITERIA MANUAL I FIGURE 1003 ( O O O O O In 0 �; 6 �, fv) 1 1 �i I. . .M. N .I O\ I . . I I . 1 . I 1 . t o 0 0 0 0 inI t V fr1 N .-4 O 01 W6 tD )fl N I . . I.. . . I I . I .t! I I 1 I ) I. O o 0 O 0 ,n 0 v .v1 I.. .M. N '4 O 0 n i a tD N �+ I . . .11 . . . i \ . Ii .I . I I I (0/MH)4Sa313WVIo NI H1d30 a31VMOV3H Z vi v o - y G O u v �`' oN W w ; O ylm - w � U mD ID /\ J ` I h °� � c'wNq `w as 'D' ua 0c V d N IO co Vto NE c wN c c K > d mq i Q W W N.?.O; O o $ i Z g p8?O § Q V N `` i O ` C c Z O ` 4 8 0 xs.V J\ go W ytoc Up W W ttbto �NR .° �` d ,72., :, yB� o �W II II 6 Q O C P O p 0 3 a CC 00 Off. O �4 QbN =N ` I` I O 8 \ 1L 0 0 0 0 0 0 0 \ Q 0000000000 00 0 0 000 000 0 0 p ? 00 000 O 0 80 000 O 0 0 9 M.I.N...1,...t I I l I CO �.o n m..,N...I I...Ill I l CO In.V � N � f b ISO tt tt. N r� CCCC O Sd3 NI (D) 308VH3SIO m Wv 0 CO LID a}t N 0 CON O ii coLID to flee) N 00 tD 0 V CO N IL) 0 a 00 N tD M O 1. Id: .� .•.-. D) a CI r- I- LID to al a V t'7 cn M N N N •- .--. .N-, 111111 I . I . I . I , I . I 1 . I 1 I 1 I I 1 I I I 1 1 Z S3HONI NI (a) .1.83A1110 3O 8313WV10 0 < CC aaa1 • O ♦ n N n O T • n b II Za a O • vi 0/ n 01 . O A O .1 I I Oce E. V V E _ ; .. of a W w q I I I I F W % 10/MHI( awo10 a1 today IyoMpoaH LU I- Yt2 0 = ea / J CO WF� gF gt�= I . Z VZ W be a 6•2!5 t �� WLLw iwY.t o E.21 I • .. I- 2r s _ in; - se yet 8 Ye x27.a 1iI• Rc., 0 g>` =pill I'll p il CC if) pppp8L8pg8SO Ep 5 F °l in 8p pp p 1C ' i eee O '� O O O O O O 8 8 ° O Y n i n 8 a In n 1 n « 2 • •• ♦ • • O 0A . di'• . Pi SAD W 1O1 IlemtPnO Q I'L alold im^Pm75 O • • • • O 2 • • = n « $ w e $ v, n n « w ; e e x I . I . I . I . I . 1 . 1 . 1 . 1 . I I 1 1 I I I I I I I I I UI U1 a W Ill ICI Nn)10 u0wola V WK pa)oEn°°D plopaolS '1 9211998 WRC ENG. REFERENCE: "Concrete Pipe Design Manual", ACPA 1970 "Handbook of Steel Drainage & Highway Construction Products", AISI 1971 1 tn t4 a W N_ W 2 Q Z t.-. ¢ 0 4, o vi wyu� Z •.. J f- v _ O � ' 3P O z F_ Q c O > W m 0 W acc r 0 0 H H O U P(1 ` I p Z * N r � r jC) v a A. o r r Z.` �j = W J V J I , �QQ QQ = O Y V 0 D + s AP o p it O S F- i- m AZ s a 0 � yy,� W •• _ u' '. 2 a J — ^ J o U. 0 Fes- ? Y - a CC _ a 1- (j) Z 2 p 1�N Dfl 0 CV isQ I <rc . W O • ..„_r�.t-f-` ~ v �° F Cr OCC Q J r-r J Q O p is Q V Ft 1O V F = 0 0 W o = L0 z 0 _ } `` I J a J TieO H = inW CC _ _ oo O on U 0 CT) _ ri r tii = ID N N `▪ w A. 2> — _ ? G '1--di •i J ri -, _JW a Q oo 0 > O o Q IX J a, a W 9 398 BOULDER COUNTY STORM DRAINAGE CRITERIA MANUAL I FIGURE 1003 i 0 0 O O 0 N 0 M t0 N V M N ..I O 01 cq h t0 In 0 O O O O in El ti. V tr In ) fV y, 0? CO h t0 I' O O O 0 O in 0 v t0 u) O frj (V ,..I .-; 0? W h t0 11'1 (0/MH) Sd313WVI0 NI H1d30 d31VMaV3H CC v I` "CC.CO Z m moo C O p �' 4� m�_ u>N V m o to W ` • \ 4 ≥ G 4 N 3. • cca. 4 4 m Z W D c CI QC ' CC `, ...k.\ j\ NNi c ,, 5O 0 . W Ogu Bo lu X . 0 G (. q G N V L V Q o WMb O d1. N4. ; muv �a :nes �� OJ CC II II 0 88000 O 0 a00 0 0 Sc 800 0 O 000000 0 OO OOOO O 000000 0 W ^I COCD t0 met M N ,...cotp to a M N ,.-I CO t0 N a M N 0 CO LO u) M N CC CC 11111.1. H l u,.l....l..,,I II I I,I. I , I..,,I..,d,,..111 I`I,I ,1 , I,,,, I....I,.,,11 I 11.1 . 1 , 1„„1....1,...1 a SJ3 NI (0) 39dVH0S10 m O a O co t0 [t N 0 CON ii COW N et ts N O O LC) O V CO N t0 O c{ CO N t0 M 0 1`.. aa>• re 01 01 CO it-- 1•••• t.0 t0 N V a \M M M N N N Ul „Ny ZV I I I 1 I 1 I I ..I CC S3H3NI NI (0) 1d3A1f10 JO d313WVI0 oa Cc aaa, m n a n a �' 4, n a w r n I , I. I I 1111 11 1 1 Z 0 / _ • n ♦ n n �� « a al ,-. O n , O CC E. N I I O V J _ n M a I " 2 a - n Wti 1 . 1 1,., .I � 1 , � . I II 1 I I 1 1. IN I to/MHI valaw ul ylda0 ulmMpoaH W YWt ° 00 4 I Z D _,_ o 'E i [_£ s i I Z 8 •i Ill tre'tibia 2w $e � E 6ii W Sir 88 t e CC -CC V . 8 8pp8Ic8' 8EF' 8 8 e ,Q I EEE 0 ,$) f O 00 O O` O 8 •n 1 y N • O I al� e i •01 • n M ' o O n .7 . 2 - . .n • n « 4 SAD ul 1OI a butlxlO Q I .sold IomlomIS 0 0 • « o e e u n = n _ o p yr ,g n v n n .Q w w - a n x 1 , 1 , 1 , I . 1 . I , I , I , I , I 1 I I I ill I I 1 1 I kuyaul W 101 W"In7)0"Pwo10 L I-IS WIo8n„oo plopuog PI WRC ENG. I REFERENCE: "Concrete Pipe Design Manual", ACPA 1970 3 '1199 "Handbook of Steel Drainage & Highway Construction Products", AISI 1971 W N 4 to co y W 2 iti Z >� C W O_ Lv O v Z J J F- U O — _ H Q � o > m C7 oo f _ W cc Q W ■la 17;a a v M O x - ' F- Q. H a O v — Z + N > U v I- 2 v Q J d� o Nv to t 0) D W- Fa J t c _ a" J I o o 3 .vM `I) = Y K 3a ' 0 _ ~t ~tm A2 N ` I PS i 1 til a a J � a N J 0 LIB o l 2 Y — M O r et f- N Z es � Z izO '�N cc - o o ava � � H < Fr et Q ..._=T H W o > Q CC J O L J O V ZV W - N = U W N A ^D . t i 0 ... J J 2 _ vP J rn _ o o ~ = in M a aco Z z Z 0 J = IO N < w �.. t *' _ CC V 3W ? 0 ~ "w) 3d `� a- U Q p > QI _ o CC J rin EL W _ 921093 BOULDER COUNTY I FIGURE 1003 STORM DRAINAGE CRITERIA MANUAL 1 0 0 0 0 0 in LC/ N a M 6 .4 0 0? 00 n le. 01 iI . , . I . 1 , 1 . ll . I . I O O 0 0 O N N to N V M N ..4 01 CD N t0 1(1 11. , 1 I . 1 , I 1 I I I ,•t0 1!1 Ti. M f, .-, (J I n ti:.' N (0/MH)\SM313INVI0 NI H1d30 M3IVMOV3H CC C.) v,,m Z x in4Q , v s .,v, \ °im -s-_, aN La i Z mD O u 2 W Q 0 ≥< u M ` .7 Z W a. i u, y m Q CL y = y y m O D o i I— I— 'to L 0- y.\ ;15 ‘, C13--- Cc Z p e y g O ¢ u NM+ C ap- 2o W NVC VQ W W alp C L N "°h` ¢ o� ow T .ryb 46 N p „ - QO` ^O Q _ N .CC 0 it `l O, LL 52 OOOO O Q z000000 O 0000000 O O ‘ 00000 0 0 000 0 M W .-I CO l0 u1 V M N CO t0 1(l a M N O�CO t00 in V M 0 00-4 CO to in V M N CCCCIII 11.1 . 1 , I,,,,I....I....I I I I I,I . I . I...,6,,,I.,ull l I\I.I. 1 , I....I....I....( I 111.1 , 1 . l,...i....1....1 O SdO NI (0) 39MVHOSIO O CO O 000 I.0 V N 0 CON ii 00 t0 In V M N O O t0 O V P. N 10 O I, 00 N t0 M O I- a .+ .+.+ 01 01 N 1� 1� tD t0 ,n a} e} M M M N N N ..... .N., I , 1 . I , I . I . I . I . ' . 1 1 1 I 1 I I 1 1 I 1 1 1 1 / Z 0. S3HONI NI (0) 1M3A100 JO M3l3WVI0-II . 4 ' n ,1 �� w e r I n , . 1... ., . 1 I I . I 1 1 Z O a O .1 • YI Nin 01 1} O It O N O a I I 1 W —4, 1 . 1 I . I I , ., l I I 1 1. ... 1's' IL Q a 10/ I J I Wma ul 000nlOnpcak W (1_, J y,.,W - O cO 6 . N WSt 6 F_ i 21f Z W u e . h — V S E au O D On i W 3 E ti S e '2._. I N .Y �Q uO: p v ` YE 0 ithV 11 II tyae IV/) .L nF S 1 iJ CC Lb V ''1 'I r'.1 I . L..,N °1i1 i.i $ °...1. .01.1 R ,.g 2 2 S O O• • I w SdD ul 101'0104 . ^ V HI_____ 'IOId IDI.IIJnIIy' J e u n f n a o p e .N. �S n i r n S ::: « - e n a 4 1 . 1 , 1 . 1 . 1 , 1 . 1 , I . I . I . 1 1 i it t 1 1 1 N I 1 I N u4aul ul 101 InA1n)10 11100.11000 PSIS p0Ioenllo3 p,Opuo15 ed WRC ENG. I REFERENCE: "Concrete Pipe Design Manual", ACPA 1970 �Sj�® "Handbook of Steel Drainage & Highway Construction Products", AISI 1971 \ 14 ); N J - 0 Q co W Z p O Z — Ow _ 'u o VI Z J J r t O D Jkg• ,s msf ; v �^ Z Q F- ili « ¢ H p c rti o = o — co cr o c� tO F- H o Z + N p ti iii cc W4 pl O v JC) ' " « a 0) 3 f- Gtr > r W O C) J to G 0 . X Z O b + s Ar c G .o O = i- ►- CO A l m N ` ' F- S li 1i F Vj } -' « - a a M O t U. (7 F ? Y - S a N. NZ Z Zot,JN 2Q O ov � OIC I- Of ≤ Q I w .. co ta C W U ...-t F-` J v F = > O J O U W a Q O F U Z N U W F. i st: I x O Ts- Z J ZO 0 Q - a J N et ro s M • _ 0 ~ = N o ai I] z al V WO H Co Z J = Ip N r < i` �� 1. ,__.n Z c o 0 0 la I Lii w JW d CC LI O W a {/1 N U cr J 1(� a w 9 :_398 tJOULDER COUNTY I FIGURE 1008 ' STORM DRAINAGE CRITERIA MANUAL 0 0 O 0 O N ID 1f/ 4 E+1 N .4 — 01 00 N. N iI ` I . I . 1 11 I I. 0 0 p O 0 ' N t. ' 1. . . .v M N -4 0 01 00 r-.. IO Ill /T . I • I . l r-I l0 Qq N < cri0 (V In ..y 0 01 00 N. 10 I(1 ", 1 . 1 . I . . I , ` .11 I II. . I I I 11 W (0/MH) SS8313WvI0 NI H1d30 831YM0V3H CC U _ to•i. \ m c z \ ;3 a, — rN U me 4 ci in 2 m; D i I— I— m• ED W o O w 4. m m v a o O w wM� ^.�.'^.. 9 o3oa5E. � o5, 3J II II XVI CC CI CS 71- an ` a u.z 00000 0 0 Q 00 000 O p 0 Z ca N p 0000 O 8 — � OtfVM N .. CC W llli I•I I .11...N...1.,..111 I�T. II.I.,N...L...IIw1 Winn* CO N p1II I.I . I . L...L...L...1 O a� Sd0 NI (0) 308VHDSI0 CO O W 0 00 t0 a N 0 CO N \ .r a. 00 Ill a 1+) N 0 0 ID O 00 N IO O aaa{ CO N IO M p 1� •t 00 I(1r N .-� ID .r o 01 N. N l0 tO up < (h Mara N N N ..I . .-I z ,, I . I , 1 I I . I . I . I . I . 1 . I . II I I II I II I I I S3HDN1 NI (a) 1213A1f13 d0 21313INVI0 J CC 04 CC ,-.1 0 .; : n a et oI . , ". . I I 1 1 1 IIIIZ a i .4 ♦ .4 a N h . ~ O _ a I . . I , ... . 11 I 1 t aV J _ b .4 ii n a I ~ - A O W . J . r UI ,v g to/MHI valawoi0 up 41da0 nlawpoaH W f. ��w T. e oe :. i co d y< z W 0 it l ₹£ftY `:: • N LL W 2 ._s i 4 9 V .£ E r a y° o` I- . OD Ng 4a 5 = _-.67. I w `i 4 �O 4 y` i€;,° .I oo b as Ce CC /n� § q4 �pa qqlo ° I j "c 6 O V J , E o,S S 8, 8 a^ 0 0 0 0 02 0 0 0 8 0 0 0 o a o 0 0 0 0 e w e i n a - 3 n e n a - a n n ♦ n a - • •n ♦ a U '� 11111.1 , 1 , 1....1....1....1111 1.1.1 . 1,.,.I.,..I ,I11II.I.I .. I..,.6,,,I,,,,111E 1.1. 1 . ...1....1....1 a 0 SSD W 1O1•°104x!0 4 I f { amid pampn,IS 9 „ : o a m• al S I 1 .-5t - - 77 ,. I , I I • 1 _...") Eo4ou1 30 ICI W"Inp Io 100"'°!0 k pa1S paloMwoD plopuog ►I WRC ENG. REFERENCE: "Concrete Pipe Design Manual", ACPA 1970 pp � "Handbook of Steel Drainage & 'Highway Constructie lOSJ Products", AISI 1971 T_ J J .ItA W kr 2 p J O �� Q co W - - Z a)— G O_ 41_o "I W e. t—f 'I Z _s _J Q ..Et! zz a 0 _ O ; a m O H w F- a ' ov. > filla U cc �• G O U Z t c� • v • �(1 W O ID is 1 }1I > V • r — i-I J °e o f O O IP I- to t r : S pp J I U O F e I 60 V Ng - r + " " G 2 O = 12 1.= CO Ate CO M ` %f ‘18 4Nf‘ g Y J r J • — N 2 O t �L. C_7 H g. IC CC P co Z 2 E. i�N � Q p 8yV tt i- tIp < CW U =��rf a J O . —t wJ 0 U w F z N W 7-S I- -c.) 4 oI Y; _ z J a I 2 2 _ cSJv) S 0 Mm- = M •4 W \IIz c c+ A V - 00 0 rn Z • I- t 2 w • F� la J = IO N .. cc U 3il w Z . . . . - . - ° o i LL, OW Q' ¢ oN J U O W o _ N o Cr J m a W 9 ,1933 DRAINAGE SWALE SIZING Open Channel Hydraulics Calculations RECTANGULAR OR TRAPAZOIDAL CHANNEL Q (cfs) = 8 . 772589 ✓ (ft/sec) = 2 . 335142 A (sq ft) = 3. 756768 R (ft) _ . 5308485 S (ft/ft) _ . 007 D (ft) = 1 . 117377 JOB NAME : WINDSONG RANCH DESCRIPTION : NORTHERLY SWALE ALONG BASIN 5 RECTANGULAR CHANNEL INPUT DATA Channel Bottom Width = . 01 Feet Channel Side Slopes = 3 Horizontal to 1 Vertical Critical Depth for this Rectangular Channel = . 615848 Manning ' s Roughness Coefficient = . 035 9« ;1998 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF DRAINAGE BASIN TYING INTO SWALE ALONG LOTS 10 AND 11 FLOWS ADDED FROM DEVELOPED BASIN 4 BELOW THIS POINT COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .30 acres BLDG/ROOF 0 .20 acres CONC/WALK 0 . 10 acres LAWN/OPEN 3 .50 acres TOTAL 4 . 10 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .21 0 .43 To ( MINUTES ) 21 RAINFALL INTENSITIES 2 .29 4 .98 ( INCHES/HR ) PEAK RUNOFF 1 .99 8 .83 ( CFS ) RUNOFF VOLUME 3 ,347 14 ,828 ( CUBIC FT ) 92 .099 Open Channel Hydraulics Calculations RECTANGULAR OR TRAPAZOIDAL CHANNEL D ( cfs ) = 20 .01823 V ( ft/sec ) = 4 .953316 A ( sq ft ) = 4 .041381 R ( ft ) = .5505885 S ( ft/ft ) = .03 D ( ft ) = 1 .158993 JOB NAME : WINDSONG RANCH DESCRIPTION: SWALE ALONG WELD COUNTY ROAD 17 RECTANGULAR CHANNEL INPUT DATA Channel Bottom Width = .01 Feet Channel Side Slopes = 3 Horizontal to 1 Vertical Critical Depth for this Rectangular Channel = .8566578 Manning's Roughness Coefficient = .035 9 ,1'93 Open Channel Hydraulics Calculations RECTANGULAR OR TRAPAZOIDAL CHANNEL Q ( cfs ) = 7 .373099 ✓ ( ft/sec ) = 4 .925117 A ( sq ft ) = 1 .497041 R ( ft ) = .3351188 S ( ft/ft ) = .0575 D ( ft ) = .7047442 JOB NAME: WINDSONG RANCH DESCRIPTION: DRAINAGE SWALE BETWEEN LOTS 10 AND 11 - BASIN 5 RECTANGULAR CHANNEL INPUT DATA Channel Bottom Width = .01 Feet Channel Side Slopes = 3 Horizontal to 1 Vertical Critical Depth for this Rectangular Channel = .5742767 Manning 's Roughness Coefficient = .035 9; ,x. 98 Open Channel Hydraulics Calculations RECTANGULAR OR TRAPAZOIDAL CHANNEL Q ( cfs ) = 16 .21925 ✓ ( ft/sec ) = 4 .699466 A ( sq ft ) = 3 .451297 R ( ft ) = .5088104 S ( ft/ft ) = .03 D ( ft ) = 1 .070917 JOB NAME: WINDSONG RANCH DESCRIPTION: SWALE ALONG BOTTOM OF BASIN 5 TO DETENTION POND RECTANGULAR CHANNEL INPUT DATA Channel Bottom Width = .01 Feet Channel Side Slopes = 3 Horizontal to 1 Vertical Critical Depth for this Rectangular Channel = .7874993 Manning 's Roughness Coefficient = .035 921098 qZ-1Oz 1,17iMP5OIJCo S11LM -7/z yki2. Odee P.au uje4L @ L ON ' ob.vo Z c vw4 Foe- eXaS5 ORFs Ft-owS aes, = Z .1 ces Qtrop w 26.73 cis (1306INS 141 ) C fltEA., SLOPE— O.0 ZZ s/ � ± VISE 3: 1 s--ors DEPm Oc fLicui @ O,00 t 1 .4 FlrP2AX 1 t w's C 4c#'JIJEt.- % N uer = q-S'1 I sE-T w e4 e. Et._ c 461 2--4 *A T> 1.1tpaM tetra Fb2 OFF = O. (O 1 CL4{ 34- ces (3.fl) ( J) Co. L= -7.1 /(3) (04)3/z 1s= ® I 921033 Open Channel Hydraulics Calculations RECTANGULAR OR TRAPAZOIDAL CHANNEL D ( cfs ) = 34 .39034 �'r U) � � G ' L.} 1, _i V ( ft/sec ) = 5 .048165 17 JEA.Off--4O -2— A ( sq ft ) = 6 .812444 R ( ft ) _ .7148362 S ( ft/ft ) = .022 D ( ft ) = 1 .505256 JOB NAME : WINDSONG RANCH DESCRIPTION : DRAINAGE SWALE TO DETENTION POND 2 WITH OFFSITE FLOWS RECTANGULAR CHANNEL INPUT DATA Channel Bottom Width = .01 Feet Channel Side Slopes = 3 Horizontal to 1 Vertical Critical Depth for this Rectangular Channel = 1 .063318 Manning 's Roughness Coefficient = .035 32:109a Open Channel Hydraulics Calculations RECTANGULAR OR TRAPAZOIDAL CHANNEL Q ( cfs ) = 26 .76596 Q tO( (:006- z) V ( ft/sec ) = 4 .741559 A ( sq ft ) = 5 .644971 R ( ft ) = .6507112 5 ( ft/ft ) = .022 D ( ft ) = 1 .370069 JOB NAME : WINDSONG RANCH DESCRIPTION: DRAINAGE SWALE TO DETENTION POND 2 RECTANGULAR CHANNEL INPUT DATA Channel Bottom Width = .01 Feet Channel Side Slopes = 3 Horizontal to 1 Vertical Critical Depth for this Rectangular Channel = .9618782 Manning 's Roughness Coefficient = .035 921093 1 \ / &cc\ac I i i ' A.:. \ " /\\ 1 %; , - / // / / Z � / Ayct: r 1 / / )1 iv - �`_,/ - / `III ::• ` / , , - , ,, i / / CO � / // / / � 1 � Ni .v iv, k .,'#'''' / .L / / ° f1: , ' / / / / vI ..7 , , 4 ----- --- ' / 7 ft .. - ��D►`�1�11�' �.s�. hD►�A \\:,\.- . v . \ . V . 1 7 s 00/'00 '001 : `bcc,1401 . 5 4 c ,�(,% i IJ '\ / `� r.\ ...,___yam = 27•s ' i 1 0 WINDSONG RANCH PUD TRAFFIC IMPACT STUDY Introduction This study is intended to address the access requirements for the approved WindSong Ranch PUD. The information contained in this report serves as a basis for design criteria selected in roadway geometry for both County Road 17 and the subdivision streets on the project site. Methodology The design criteria used in this report is based on the Colorado Department of Transportation (CDOT) State Highway Access Code and AASHTO. Traffic counts for County Road 17 were furnished by the Weld County Department of Engineering. Traffic warrants were determined using CDOT criteria. Design Criteria The access from Windsong Ranch is located approximately 900 feet south of the Great Western Railroad crossing on County Road 17. The access serves an 18 lot estate type PUD. County Road 17 is considered an arterial roadway and has a posted speed limit of 45 mph in the area. There have been some accidents at the railroad crossing from vehicles not being able to see trains until they are on the crossing. This concern is considered to be separate from the access design of the local street and is being addressed by a joint signalization project to be done by the PUC, Weld County, the Developer, and Great Western Railway. The location of the access to WindSong Ranch is based on maintaining adequate sight distance to the south. The county road slopes downward toward the north at approximately a 3% to 4% grade with some rolling hills that lead to unsafe sight distances towards the south end of the property. The proposed access location was moved to the north to increase this distance and allow safe access onto the property. Weld County supplied a one day traffic count for County Road 17 that showed 908 vehicles per day in both directions, with no counting done for peak hour. AASHTO policies generally state the hourly traffic design rate used should be the 30th highest hourly volume of the year (30HV). The average rural arterial uses a design rate of 15% of the ADT or 70 DHV in this case. The maximum hourly volume by this standard is rated at 25% of the ADT (114 DHV directional). -1- V 1 \ p\ R 67 W tiNk :______Al v \ yv 32 4900 \,`•\\v 33\ • e al ); ) ) \ 1- , N_ ____ _\ 41/4,s- :‘\--N__ . T 6 N\ y48 �: i C �:OVA '.�( A�1Lli�A.67 4920 .�. u : 4 T 5 N �a90o \ i • V \\V� .��it \ I t .. Ali ---41n . \‘\ - m �I�, 4 44 _. it \ \ I,� alioma \®'/� 0,,� I1 �I \\\ '� \ (\N ~-/- ch��l —, 1 7�� / 11 a v , �_ �, �\ `+b rA hI �An�V�1 \ ,7 \ , ( --8-'N\ \ , ,-, >"' \,'.;. i '',.. \ k y \ ____---- )\, \ :\\,) , ,--,v / • \L_-/-‘ , �-, V 1 0 N11--7,;,'N'v n-N.., f • l 1 . A \ \ 4958 64. \ �\" 4995 �, _�� i H W Y 3 4 5000 N_K-___, _ NC\--- - (-1 "----S-- . -.----soso 17 \\,18 x50/6 �J 16 \ WINDSONG RANCH' J°° 1'2000' N MT APPLECATE, INC VICINITY MAP ff2 11990 Gran[ Street; Su `".il!)!]t]• • p ` Demer,Colorado 50231 r 13031452-6611 The ITE trip generation information would indicate there would be six to eight trips generated per day for each lot on the PUD. This would translate to an approximate total of 100 trips per day accessing County Road 17. The AASHTO policies for rural arterials indicates the 30HV standard would vary between 12% to 18% for most roadways in rural settings. Assuming an average for this PUD would indicate 30HV, traffic would range from 17 to 26 trips per day. The location of the PUD would not favor destinations either to Windsor or Greeley, therefore, the directional volume turning either right or left is estimated to be a 50% split for this report. This would give a range of 9 to 13 DHV peak hour turning rate for the subdivision. Future development in the area will probably increase the ADT rate of County Road 17 which in turn will change the traffic warrants required on this particular access. It is assumed the access patterns from the PUD will not change significantly in the future. The design DHV for future traffic patterns would have to increase to approximately 1,300 ADT to require additional improvements on this road. The design of any acceleration or deceleration lane cannot be completely based on traffic warrants. There are pubic safety considerations that need to be considered, regardless of the numbers used. One of the major considerations in this particular access is the fact this stretch of roadway is noted for having high speed traffic that does not necessarily obey the posted speed limit. Therefore, one of the design considerations needs to make allowance for public safety and provide safe traffic lanes for turning vehicles. The consideration for a left turn deceleration lane would partially consider safe sight distance for north bound vehicles. This particular access has a sight distance of over 1,000 feet to the south. This would allow a vehicle traveling the speed limit sufficient time to brake and stop. At present, it would appear there is safe stopping distance for entrance. The construction of a left turn deceleration lane into the PUD would require major reconstruction of the entire county road plus the railroad crossing. The taper lengths and the required lane lengths would require a minimum of 1,200 feet of taper to reroute through traffic plus an additional 450 feet of deceleration lane. The entire frontage of the PUD is 1,600 feet. There is a relatively steep fill area on the east side of the county road requiring additional ROW acquisition. The conflict with the railroad would make construction of these facilities prohibitive in cost with little increase in public safety. The construction of right turn acceleration and deceleration lanes for the PUD does not meet traffic warrants. There is adequate room to construct some facilities, plus the public safety issues would seem to require provisions for these lanes. The standards set for this PUD require meeting AASHTO standards. Based on the traffic warrants, it would meet these standards without installing these improvements. 9Z1098 -2- Based on the AASHTO policies, there should be provision for public safety allowing safe entrance and exit from the PUD. Safety in this particular case would involve providing adequate lane length for vehicle storage for right turns into and from the entrance. Conclusions and Recommendations The following conclusions and recommendations are offered for design standards on the WindSong Ranch PUD access to Weld County Road 17. 1. The 30HV peak design hour volume should be set at 70 DHV for purposes of this project. Although there will be future increases in traffic, there would have to be a 40% increase in peak traffic volumes to require additional improvements. This type of increase should not be seen for quite some time and thus should not be required in this design. 2. The 30 DHV for the WindSong Ranch PUD accessing Weld County Road 17 should be set at approximately 11 DHV. This is based on using policies set by AASHTO for rural arterial roadways. This is a directional value which would indicate a peak DHV of 22 trips for an 18 lot PUD. This is deemed to be a reasonable value for design purposes. 3. A left turn deceleration lane on Weld County Road 17 is not required based on the traffic warrants set by CDOT. Graph 4.7.4 attached to the report shows the volume of traffic generated by this PUD would not warrant these improvements. Future traffic patterns that reached the 100 DHV level or higher would still not warrant these improvements, assuming the 11 DHV design value for WindSong Ranch remains constant. 4. A right turn acceleration lane onto Weld County Road 17 is not required by the traffic warrants set by CDOT. Graph 4.7.3 attached to this report shows the volume of traffic generated by this PUD would not warrant these improvements. However, there is a consideration for the acceleration required for climbing up the hill to the south. There are also safety considerations. 5. A right turn deceleration lane from Weld County Road 17 to the PUD is not required by the traffic warrants set by CDOT. Graph 4.7.2 attached to this report shows the volume of traffic generated by this PUD would not warrant these improvements. However, given the location of the access, there are safety factors that must be considered. 6. It is recommended that a right turn deceleration lane be constructed on Weld County Road 17 with a total length of 300 feet including a taper with a 13:1 ratio. The lane width will be 12 feet with a shoulder width of 4 feet. 7. It is recommended a right turn acceleration lane be constructed on Weld County Road 17 with a total length of 400 feet including a taper with a 13:1 ratio. The lane width will be 12 feet with a shoulder width of 4 feet. 921098 -3- 4.7.2 Deceleration Lanes for Right Turning Vehicles a. A speed change lane for right turning deceleration movements is required for any access according to graph 4.7.2 when the DHV values of the highway single lane and the DHV of right turns intersect at a point on or above the curve for the posted speed. b. Where the DHV of the right turn into the access is less than five DHV and the outside lane volume exceeds 250 DHV on 45 to 55 MPH highway,or 450 DHV on a 35 to 40 MPH highway,or 600 DHV on a 25 to 30 MPH highway,then a right turn lane may be required due to high traffic volumes or other unique site specific safety considerations. c. When the access volume meets or exceeds 25 DHV with a highway posted speed of 25 to 40 1 MPH or 20 DHV above 40 MPH,a right turn deceleration lane is required. GRAPH 4.7.2 nN �w ■. ■w , • 1 f 1 - I 1 600 L4 Tit k ■N 1 1 1 1 ---.-.. 500 ` 1 j 4 14 f 1...1,tr 4. : . i..I l t : 1 ;► ° I,...I .,I it i 14j;•1 1•1.1.1 1•' • 1 W Z -.;:fr. 11 l} �!� ;I ; ! !• 1'1 1 1;1 400 :j2,41-__,• 11 :... .. 1.1 1 11 4 ::41114411. i.4 .. ...II ! 1 :i :11:;.2 W 1.-+...... •� 1 ... .+ . 1 1, V 300:1-44„..4.'.i7.--t.: ,i 1 :j 1 .I 1 . . .}.. (.i 4.4..• y 3 .. .. = 200 V + ; :r • 23 ro,�� 100..,, 43 to ss As . . .. , . ., ,i i.., ..i.....i.......- 0 5 10 15 20 25 DHV OR AVERAGE PEAK HOUR VOLUME OF VEHICLES TURNING RIGHT INTO ACCESS 30 921099 me __ 4.7.3 Acceleration Lane for Right Turning Vehicles a. A speed change lane for right turning acceleration movements is required for any access according to graph 4.7.3 when the DHV values of the highway single lane and the DHV of right turns intersect at a point on or above the curve for the posted speed. b. A right turn acceleration lane may be required for any access where a high traffic volume on the highway and lack of gaps in traffic make use of an acceleration lane necessary for vehicles to enter the highway traffic flow through the use of merging techniques. c. A right turn acceleration lane is not normally required when the posted speed is less than 40 MPH. However,an acceleration lane may be required where necessary for public safety and traffic operations based upon site specific conditions. d. Where the DHV of the right-turn movement out of the access is less than 15 DHV for speeds of 45 MPH and above,or less than 30 DHV for a speed of 40 MPH,no acceleration lane is required unless specifically necessary due to safety considerations. GRAPH 4.7.3 ++ 400 �+ . t- .{ 41- 4.4. } i I,•l r i. f:. A ' < ; 4. t # } i tt l # 1: 'i iI: : O 300 rt--- I • I F • W j { I l I ' f. f 1 �� O .. I . ls = Z 200 .T..�.'__ ' . .I .. .. . pOT4.0spFeas { Speed PD, ..... .. C N a m ss 3 d = 100 ! 4 ft'itS:::: : :tt:n :::: : : :: ::: : :::: .. . , I,• ,tt „{ 0 W 10 15 25 30 35 40 45 DHV OR AVERAGE PEAK HOUR VOLUME OF VEHICLES TURNING RIGHT OUT OF ACCESS 31 d 4.7.4 Deceleration Lanes for Left Turning Vehicles a. A speed change lane for left turning movements,is required for any access according to graph 4.7.4 when the DHV values of the highway single lane and the DHV of left turns intersect at a point on or above the curve for the posted speed. b. Where the DHV of the left turn into the access is less than 12 DHV and the inside lane volume exceeds 250 DHV on 45 to 55 MPH highways or 400 DHV on 25 to 40 MPH highways,a left turn lane may be required due to the high traffic volumes or other unique site specific safety considerations. c. When the access volume meets or exceeds 30 DHV for 25 to 40 MPH highways,or 25 DHV on 45 to 55 MPH highways, a left turn deceleration lane is required. GRAPH 4.7.4 I T. i # t _ i . J t '1 3 1 ' y •:1 .1 +♦ 4 44 J 30t) _ , { t . 'ji -rill.".1 .l 1 . I ' f4 - I {t , t f It O y, :It f l.. .i t �i -,t-A: 'P<Ofr'�' ` I . !I I I I l i iti �1+ � ` s_ V Z .. ,: iI j Eon . ..l ..f:::; I l I 1:; ' � t rea 200 _.. 7I ;: eft ' l ( I i t; E W 4: as. o'25 t0 30,_ .1: :I f I . .. J w 100 .I: 41 I ` 444t;:i4.4 4. } ::4O O. •x 45 to 55,MPH .. ' ' ••, .« _ :::.•1:: I I U } 441:::1 :: :1 ,,..::' ,: ' I ,• . .1, ,,I t• 't tI t t ' ;1111H: :Wit 0 5 10 15 20 25 30 35 DHV OR AVERAGE PEAK HOUR VOLUME OF VEHICLES TURNING LEFT INTO ACCESS I I i 32 921093 ( SUMMARY OF TRIP GENERATION RATES Land Use/Building Type Planned Unit development ITE Land Use Code 270 Independent Variable—Trips per Dwelling Unit Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends 7.9 10.0 6.2 6 389 Peak A.M. Enter 0.5 0.9 0.2 3 222 Hour Between Exit 0.5 1.0 0.3 3 222 of 7 and 9 Total 0.8 1.9 0.6 5 390 Adjacent P.M. Enter 0.5 1.0 0.2 3 222 Street Between Exit 0.4 1.2 0.2 3 222 Traffic 4 and 6 Total 0.8 1.8 0.6 5 390 _ Peak A.M. Enter 0.5 0.9 0.2 3 222 ` Hour Exit 0.5 1.0 0.3 3 222 of Total 0.8 1.9 0.6 5 390 Generator P.M. Enter 0.5 1.0 0.2 3 222 Exit 0.4 1.2 0.2 3 222 Total 0.8 1.8 0.6 , 5____. 390 Saturday Vehicle Trip Ends 8.0 9.9 6.3 2 209 Peak Enter Hour of Exit • Generator Total • Sunday Vehicle Trip Ends 7.0 8.3 5.8 2 209 Peak Enter Hour of Exit _ Generator Total Source Numbers 6 , 11, 13, 16 , 26 ITE Technical Committee 6A-6—Trip Generation Rates Date: 9Z.:10,99 ti P 1=: '92 IIE=TEEN F'H ILWH fH F.2%3 gZ°IDZ panAT ki ?re- rir, r r cp Since 1901 March 18, 1992 Mr. Gary Tuttle Tuttle & Applegate Inc. 11990 Grant St. , Suite 410 Denver, CO 80233 Dear Gary: It was a pleasure meeting you on Monday and we should have no problem working on your project. Enclosed is the information and various options to help satisfy my safety concerns at private crossing and WCR 17. You will see there is minimal difference in pricing of just illuminating crossing with photo cell lighting and putting in crossing signals, which I do prefer as this helps in daytime as well as night. This would also help with safety of gravel trains when Martin gets these running. In regard to crossing at Rd 17 we have a meeting set for March 26 at 3:00 PM at CR 17 with Colorado PUC and Weld County to discuss options and cost. They would like for you and Martin to attend. Will keep you advised of any information. Sincerely, P I / 1 , David L. Lafferty General Manager DLL:es 321.3313 P.O. Box 517 • I rwetan/t !`ntnradn 2n;2O , (zmt4w Aoo) { MAP IE '92 16: 15 GREF JESTERN RAILWAYA P.3/3 i r F I / ESTIMATE FOR CROSSING WITH FLASHERS NO GATES (2) Flashers Complete $1,326.00 ea. $ 2,652.00 (2) Signal Foundations 113.69 227.38 (1) Bell (( 246.25 246.25 Instrument Case 42xh 1,020.00 1,020.00 Instrument Foundations Pr. 136.80 136.80 (3) Track Relays 4ohm 671.00 2,013.00 (1) RR Relay 670 ohm 758.00 758.00 (1) Flasher 500/500 ohm 924.00 924.00 (2) Stick Relays 400 ohn 847.00 1,694.00 (12) Lightning Arrestors 14.00 168.00 300' Case Wire .14 42.00 (2) Ground Rods 6.25 12.50 500' Track Wire #9 .66 330.00 (2) Boxes Rail Bonds 225.00 450.00 100' UC Cable Sc 19 Allegany 1.81 181.00 (8) Pr. Insulated Joints 90 RE 335.00 2,680.00 Solar Panels and Batteries 3,942.00 Conduit Under Road Installed 700.00 Labor, Taxes, Insurance, Meals 2—men 100 Hrs. or 6 days 2,019.00 $20,195.93 PHOTO CELL ILLUMINATIONS Approximately $10,000 as still need to have some of the above equipment. 9211093 P.O. Box 537_• Lnvrland CnInrnAIn 2Acg4 • nnna144v A22 _ COVENANTS AND RESTRICTIONS 91993 ATT.D ' 1/4%€C wtrnlSong ' Rtuicli Declaration Of Protective Covenants And Restrictions Developed by sDk LIND LAND COMPANY BOX 1727 GREELEx ( COLORADO 80632 vvv 9 :., x13 DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS OF WINDSONG RANCH • WELD COUNTY, COLORADO SNOW ALL MEN BY THESE PRESENTS: THAT, WHEREAS , the undersigned (as defined hereafter) desire to create within the Properties (also defined hereafter) a residential community with permanent bridle paths, tennis courts, a riding arena, a natural park and other common areas for the • benefit of the community; and WHEREAS, the undersigned desire to provide for the preser- vation of the values and amenities in the community including the maintenance of the bridle paths, tennis courts, riding arena, natural park and other common areas; and, to this end, they desire to subject said Properties to the covenants, restrictions, ease- ments , charges and liens hereinafter set forth which are for the benefit of said Properties and each Owner therein, his or her heirs , successors, personal representatives, grantees, and assigns; and WHEREAS , it was desirable, for the efficient preservation of the values and amenities in the community, to create an entity which has the obligation and powers of maintaining the common areas and facilities, of administering and enforcing the covenants and restrictions and of collecting and disbursing the assessments and charges hereinafter created; and WHEREAS, there was incorporated under the laws of the State of Colorado, as a non-profit corporation, the.Windsong Ranch HOMEOWNERS ASSOCIATION, for the purpose of exercising the duties, functions and responsibilities as aforesaid. NOW THEREFORE, the undersigned declare that the Properties 9Z1.093 are and shall be held, transferred, sold, conveyed and occupied subject to the restrictions, limitations, uses, covenants, conditions , charges and liens hereinafter set forth, and that they shall run with the land and be binding on all parties having any right , title or interest in the said Properties or any part thereof, their heirs, successors and assigns , and that they shall inure to the benefit of the Association and of each Owner therein. ARTICLE I Definitions The following words when used in this Declaration (unless the context shall prohibit) shall have the following meanings: • (a) "Associatiod{' shall mean and refer to the WindSong Ranch HOMEOWNERS ASSOCIATION. (b) The "Properties" shall mean and refer to Filing No - 1, Weld, County, Colorado, and such additions thereto, as may hereafter be brought within the juris- diction of the Association pursuant to Article II hereof. (c) "Lot" shall mean and refer to any Lot shown upon any recorded subdivision map of the Properties which is described by a Lot number and which is not a part of the Common Areas as hereafter defined; however, it shall not include outlots which are generally designated by letters. Any time an outlot, or any portion thereof, is added to or combined with a Lot, it shall thereafter be governed by all provisions of the Amended Declaration relating to Lots . (d) "Owner" shall mean and refer to the record Owner, whether one or more persons or entities, of the fee simple title to any Lot intended for residential purposes situated within the Properties . (e) "Common Areas" shall mean and refet to those areas shown on any recorded subdivision plat of the Properties which are dedicated to or acquired by the Association for the common use and enjoyment of the Owners including the bridle paths and certain outlots. "Common Areas" shall also include any other ' land from outside the Properties dedicated or acquired for such purposes . ' (f) "Assessments" shall mean all monies due the Associa- tion from Owners as duly assessed by the Board of Directors of 92:9,93 -2- the Association in accordance with this Declaration, • and the Association's Articles and Bylaws . ARTICLE II Additions to Properties Additional lands may become subject to this Amended Declaration upon petition of the Owner thereof and upon approval in writing of Lind Land Company ; however, after Lind Land Company has relinquished all interest in the Architectural Control Committee under Article VI, Section 1, written approval shall be by the Association. In the event properties are added, they shall then be a part of the scheme of this Amended Declaration and subject to the jurisdiction of the Association and be thereafter deemed as included in the definition of "Properties". ARTICLE III Membership and Voting Rights in the Association Section 1. Owners shall be Members. Every Owner shall be a member of the Association and such membership shall be appurtenant to the Lot giving rise to such membership, and shall not be assigned, transferred, pledged, conveyed or alienated in any way except upon sale or transfer of Owner's interest in said Lot and then only to the transferee of said Lot. Section 2. Voting Rights. There shall be one vote for each Lot owned; however, when more than one person or entity is the Owner of a Lot, their vote shall be exercised as they among themselves determine. The Association has the right to suspend the voting rights of an Owner if the Assessment against his Lot ' remains unpaid for thirty days after the due date referred to in Article V, Section 4, and ,for a period not to exceed sixty days for any infraction of 'its published rules or regulations. 921093 -3- • ARTICLE IV • Property Rights in Common Areas Section 1. Oner ws ' Easements of Eno ent. Every Owner or his tenants• a ve a r t an easement o en o and to the Common Areas which right and easement shall bene s t in tenant to and shall pass with the title to every Lot subject torthe following provisions: easement of (ae ) The right of the Association to suspend such to the 1) an Assessment against an remainsOwner's Lot (unpaid for thirty days after the due date referred to in Article V, Section 4; and if (2) a member of the family, a guest or an invitee of an Owner or his tenant is found guilty by the Association of any infraction of its published rules or regulations, which suspension may not exceed sixty days; ( from time to time h rules and regulations meSbytheBoardofDirectors of the Association;The for use of the)CommonrAreasht of andhe t Aliimitathennumberaofe fees of members; guests (d) The right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority, or utility provided the instrument of dedication or transfer is executed by two-thirds of the Owners; (e) The right of the Association to borrow money for the purpose of improving the Common Areas and facilities, and in aid thereof, to encumber said property with the provision that the rights of the holder of any encumbrance shall be subject to the rights of the members of the Association as stated herein while such encumbrance is current and not in default. Section 2. Delegation of Use. Any Owner may delegate his right of enjoyment to the Common Areas to members of his family or his tenants who reside on his Lot. Section 3. Use Restrictions. The use of the Common Areas shall be subject to the following restrictions: (a) No use shall be made of the Common Areas which - will in any manner violate the statutes, ordinances, rules or regulations of any governmental authority having jurisdiction over the Common Areas; .s 921.993 -4- (b) No activity shall be conducted on any part of the Common Areas which will permanently deny free access to such areas unless an instrument is recorded which is executed by two-thirds of the Owners wherein the property is legally described and its intended use is set forth with some particu- - larity. • ARTICLE V Covenant for Assessments Section 1. Assessment as a Lien and Personal Obligation. The undersigned, and each present Owner of a Lot and all subse- quent Owners by acceptance of a deed to a Lot within the Properties are deemed to covenant and agree and they do covenant and agree, to pay to the Association the annual and special Assessments provided for herein. Such Assessments together with interest , costs, and reasonable attorney's fees, if incurred, shall be a charge and a lien on the lot against which an Assess- ment is made as of the due date specified below; and if not paid when due the Assessment shall be a continuing charge or lien against the Lot until it is paid. Additionally, said Assessment shall be the personal obligation of the person(s) who was the Owner of the Lot at the time of the due date. No owner may waive or otherwise escape liability for the Assessment provided for herein by non-use of the Common Areas or by sale, transfer or abandonment of the Lot. In the event of a sale or transfer of a Lot, the grantee or transferee shall also become liable for any unpaid Assessment whether expressly assumed or not. Section 2. Purpose of Annual Assessments . The annual Assessments levied by the Association shall be used: (a) For administration, management and maintenance of the Common Areas; and (b) For creation of a "covenant enforcement fund" which shall be utilized for the purpose of defraying expenses incurred by the Association, the Architectural Control Committee including reasonable attorney fees, in enforcing these covenants and for litigation arising out of the exercise of duties relating to these covenants. Each Lot subject to this Amended Declaration shall be assessed on an "as needed" basis to maintain a minimum balance of $3,000.00 in . said covenant enforcement fund. Section 3. Uniform Annual and Special Assessments. Annual Assessments shall be set at a uniform amount for all Lots within the Properties; except, (1) there shall be no Assessment 32?.9J3 -5- against Lots owned by Lind Land Cmpany within the • Properties for which a marketing effort has yet to be commenced and (2) Lind Land Company Lots for which a marketing effort has previously commenced shall be assessed at one-third of the uniform amount. Lind Land Company Lots for which a marketing effort is commenced hereafter (which Lots may be marketed in phases of fewer Lots than are contained in a filing or subdivision) shall become subject to an Assessment at one-third of the uniform amount for the calendar month following _the commencement of a marketing effort for such Lots, and then only on a pro rata basis for the remainder of the calendar year. Special Assessments shall be set at a uniform amount for all Lots within the Properties except only for Lots owned by Lind Land Company for which a marketing effort has yet to be commenced. Section 4. Determination of Annual Assessments. At least ninety days prior to the end of each calendar year, the Board of Directors of the Association shall determine by estimate the amount of the total Assessment necessary to pay those expenses to be incurred by the Association in the following calendar year pursuant to the provisions of these covenants, and they shall divide that sum among the Lots as above provided. The Association shall then give written notice thereof to each Owner. Simultane- ously with the determination of the Assessments, the Board of Directors shall establish a "due date" for the payment of said annual Assessment, and said due date shall be specified in said notice of Assessment. The due date shall be at a time no sooner than thirty days after said notice to Owners is mailed. As an alternative, the Board of Directors may determine that said annual Assessments may be paid on an installment basis of semiannually, quarterly or monthly and set "due dates" for each such installment with the first due date being no sooner than thirty days after said notices of Assessment to the Owners are mailed. Said notices of Assessment shall specify the appropriate due dates. Section 5. Special Assessment - Procedure. In addition to the annual Assessments authorized herein, the Association may levy special Assessments for items or expenses of a special or one-time nature, including without limitation, the defraying, in whole or in part, the cost of construction of a capital item on the Common Areas, unexpected repair or replacement of a capital item, including fixtures and personal property related thereto; provided that, any such Assessment shall have the assent of a two-thirds vote of the members at a meeting to be held as hereafter provided. The procedures set forth in Article III of the Bylaws of the Association for special meetings 92993 • -6- shall be adhered to for such a meeting, except as follows : (a) Voting shall be in person and not by proxy; however, legal entities may designate a representative who is a principal thereof for voting purposes (ex. , an officer, a partner or a venturer of a Lot Owner) ; and • (b) The quorum at the first meeting called for this purpose shall be equal to 50% of the number of Lots then within the Properties ; and (c) If a quorum is not obtained at the first meeting, a second meeting may be called for a date no later than sixty days following the first meeting, and at said second meeting the quorum requirement shall be half that required for the first meeting; and (d) Should a lack of quorum require subsequent meetings , the sixty day requirement shall continue, but the quorum requirements shall be halved for each such meeting; and (e) Once a quorum is obtained, the quorum require- ments shall not be further reduced for subsequent meetings considering the same proposed special Assessment. Once a special Assessment has been approved, the Board •of Directors shall establish a due date(s) therefor and provide -for the notices as required in Section 4 above; and further, the Board of Directors may permit installment payments over a period of years not exceeding five years. Section 6. Penalties for Non?avment of Assessments and - Remedies of the Association. In addition to the sanctions of Article III, Section 2 and Article IV, Section 1, any Assessment not paid within thirty days after the due date shall bear interest from the due date at the rate of eighteen percent (18%) per annum. The Association may bring an action at law against an Owner, or persons personally obligated to pay the same, or it may foreclose the lien in a court of law against the property or it may pursue both remedies. In addition to the unpaid Assess- ment and interest, the Association shall be entitled to a lien for and to collect its reasonable attorney fees incurred and its costs expended in its collection and enforcement efforts. Section 7. Assessment Certificate. The Association shall, upon demand and upon payment of a reasonable fee not to • exceed $25.00, furnish to any person in interest a certificate in writing, signed by an officer of the Association, indicating the then current status of the annual and special Assessments. • Once issued, such certificate shall be conclusive evidence of the facts stated therein. 9 ;1993 -7- Section 8. First Mortgages . The lien .,f the Assessments provided for herein for a given Lot shall be subordinate to the ' lien of any first mortgage on said Lot. Notwithstanding any provision of these covenants to the contrary, the sale or transfer of any Lot pursuant to a first mortgage foreclosure, or any proceeding in lieu thereof, shall extinguish the lien of such Assessment as to payments which became due prior to such fore- closure deed or deed in lieu thereof. • • ARTICLE VI Architectural Control Committee and Water Conservation Committee Section 1. Composition, Appointment and Removal. The Architectural Control Committee (A.C.C.) - presently composed of two members namely Such members may be removed at any time by Lind Land Company ( LLC ) and in the event of such removal or the death, incapacity or resignation of any one of such members, LIC shall have absolute authority to appoint a successor who in like manner may be removed at any time by LLC Also LLC may designate a person to serve on either Committee during the temporary absence of any one of such members. Furthermore, LLC may at any time in its sole discretion increase either or both Committees to five members and thereafter decrease the number to not less than two The removal of members, the appointment of successor members, the designation of temporary members and the increase or decrease in the number of members for either Committee shall be accomplished by the execution of an appropriate instrument by and the filing of it with the Association. LLC may, by instrument in recordable form, relinquish all interest in either or both of the Committees by recording it in the Weld County records , and thereafter the aforementioned powers relating to the Committees shall be exercised by the Association. Section 2. Review by A.C.C. No structure, whether residence, accessory building, antenna, flagpole, fence, wall, sign, house numbers, mailbox, exterior lighting, or other improvement shall be constructed or maintained upon any Lot, • outlot or upon any of the Common Areas, and no alteration or repainting of the exterior of a structure shall be made unless complete plans, specifications, and Lot plans therefor, showing the exterior design, height, building material and color scheme • thereof, the location of the structure plotted horizontally and 'vertically, the location and size of driveways, ' fencing, walls and windbreaks, and the grading plan shall have been submitted to and approved in writing by the A.C.C. Section 3. Procedures. The A.C.C. may charge a fee not �7f^.,i.WJ� -8- exceeding $75.00 for the review of each set or residential or accessory building plans and specifications submitted. Such charge shall be paid by the person submitting such plans and specifications for approval and the plans and specifications = shall be deemed not submitted until the fee is paid. A quorum at any meeting of the A.C.C. shall consist of at least three members thereof and any decision shall be reached by a majority vote. The A.C.C. 's approval or disapproval, as required by any provision of this Amended Declaration, shall be in writing, and -any approval shall expire in one year if construction has not by then commenced; furthermore, the A.C.C. may impose any .conditions it considers advisable on any approval or on the use or maintenance of any improvement. Any plans and specifications • submitted and not approved or disapproved as aforesaid within thirty days shall be deemed disapproved. The A.C.C. shall maintain written records of all applications submitted to it and of all actions it may have taken, and a copy of such plans, specifications, and Lot plans as finally approved, shall be retained by the A.C.C. Section 4. A.C.C. 's Discretion and Non-Liability. The A.C.C. shall exercise its best judgment to see that all improve- ments and construction within the Properties conform to and harmonize with existing surroundings and structures; however, the A.C.C. has caused to be prepared a "Site and Building Design Guidelines" booklet for Windsong which will be supplemented and amended from time to time and the most recent version thereof shall serve as the primary yardstick against which plans and specifications submitted shall be measured. The A.C.C. , or its duly authorized representatives, shall not be liable in any manner for any action taken or failure of action in these premises. Section 5. Waiver. The A.C.C. may, at its discretion, waive any provision of this Article VI of this Amended Declara- tion in the event it finds a practical difficulty or unnecessary hardship. Section 6. Review by A.C.C. No landscaping of any nature or type shall be undertaken with respect to any Lot, outlot or Common Area unless a detailed drawing of the general plan therefor with specifications has been previously submitted to and approved in writing by the A .C.C. .. . 92.] .1l9r3 -9- Section 8 . Antennas. No exterior radio, short wave, television, satilite dish, or other type of antenna shall be installed unless approved by the Arthitectural Control Committee. Satilite dish requests must be submitted with a landscaping plan displaying proper . . screening from adjacent lots. Section 10. Storage and Trash. All equipment, garbage cans, service yards, wood piles, or storage piles shall be kept screened by adequate planting or fencing so as to conceal them from view of Bridle Paths, neighboring Lots and streets. All rubbish, trash or garbage shall be regularly removed from the property, and shall not be allowed to accumulate thereon. All vegetation throughout the entire property, with the exception of trees, shrubs, Yuccas and other landscaping plants, shall be limited to 12 inches in height. • ARTICLE VII Land Use Restrictions Section 1. County Regulations. Zoning ordinances , rules and regulations of the County of Weld ., State of Colorado, are Considered to be a part hereof, and to any extent that these covenants might establish minimum requirements which conflict with the minimum requirements established by said zoning ordi- nances, rules and regulations, the most restrictive shall apply. Section 7. Residential Purposesfnly. All Lots in the Properties, except those specially designated by Lind Land Company , shall be for residential "purposes only and no building shall be erected or placed on any Lot other than one private single-family dwelling, together with a private garage and such outbuildings as are customarily appurtenant to such a • dwelling. An 'outbuilding", aB the word is used herein, is intended to mean an enclosed coi/ered structure mot directly • ettached to the dwelling which, it Serves. Section 3. No Businets Activity Nuisance. No trade or • 92.x.'..093 .. -10- • • business activity shall be conducted, carried on or practiced on any Lot or in a residence or dwelling constructed thereon; however, until such time as all of its Lots within the Properties have been sold, Lind Land Company may authorize the existence of a real estate sales office therein. Drilling for • water and pumping and disposal thereof are not prohibited. No Owner of a Lot shall suffer or permit any residence or. dwelling erected thereon to be used or employed for any purpose that will constitute a nuisance in law or that will detract from the residential value of said Lot or the other Lots in the Properties . Section 4 . An ls. No cows , pigs, horses , chickens, • poultry, rabbits or other livestock shall be raised, grown, bred, maintained or cared for upon any Lot other than as hereinafter provided. An Owner of a Lot*may, at any one time, keep on his *less than Lot no more than two (2) horses . **below Ln order to prevent two (2) acr over grazing, livestock shall be kept in a small corral which does not exceed thirty-five percent (35%) of the Lot size (remaining after any exception for Bridle Path) , and they shall be allowed only to occasionally graze in remaining native grass area owned and fenced by Owner. Nothing herein contained shall prevent any Owner from maintaining, keeping and caring for domestic, household pets not fhr commercial purposes; however, dogs , cats , and other household animals shall not be allowed to run at large within the Common Areas but shall at all times be on a leash or under immediate control of their Owners. All Lots must be maintained in a clean and odor-free condition. Section 5 . Foundations - ngineering. No plans shall be submitted nor shall any construct ipn be commenced on any building until soil tests have been made by a soil engineer on the Lot on which the building is to be erected and proper footings and foundation to be used are designod by a licensed engineer. All downspouts from gutters must have an extension or a splash block at the bottom, carried out from the Vall of the residence at least five (5) feet to provide positive drainage away from the building; said extensions or splash blocks are to be installed simultaneously with the dowospouts. Section 6. Building Approval, termite and Completion. Plans , specifications and Lot drawings showing location of all buildings must be approved in writing bjr the Architectural Control Committee and all applicable building code permits and approvals must be obtained before any construction is commenced. The construction of any buildings must be completed within eighteen (18) months of the date of Architectural Control Committee approval, and no dwellings shall be occupied unless and until a Certificate of Occupancy has been obtained from the building 'department. **An owner of a lot equal to or greater than two (2) acres may, at any one time, keep on his lot no more than three (3) horses. • . 921093 -11- Section 7 . Square Footage, Height, Set Back Requirements .- Any residence erected wholly or partially on any of the Lots shall contain a minimum living area in the main structure, exclusive of garages , basements, porches or terraces, as follows : single level - 1800 square feet; bi-level - 2200 square feet; multi-level - 2200 square feet; and two story - 2200 square feet. All residences , including outbuildings, shall have wooden shingle roofs , unless otherwise approved by the Architectural Control Committee A garage shall be required, and shall be at least twenty (20) feet deep and twenty-five (25) feet wide, and contain min .mum of 500 square feet. Garage doors shall not open toward the street except with the consent of the Architectural Control Committee . No building shall be erected or maintained on any Lot nearer than forty (40) feet from the front property line of said Lot and no building shall be erected or maintained on any Lot nearer than twenty-five (25) feet from any side or rear property line, or nearer than forty (40) feet from any side street property line. . If any dispute arises as to what constitutes a front, rear or side line, the decision of the Architectural Control Committee shall be final; however, said decision must be consistent with any ruling of the County of Arapahoe. Section 8. Antennas. No exterior radio, short wave, television, or other type of antenna shall be installed unless approved by the Architectural Control Committee. action 9. Tanks. No tanks which extend above the ground shall be erected, placed or permitted upon any Lot. Section 10. Storage and Trash. All equipment, garbage cans , setaice yards, wood piles, or storage piles shall be kept screened by adequate planting or fencing so as to conceal them from view of Bridle Paths, neighboring Lots and streets. All rubbish, trash or garbage shall be regularly removed from the property, and shall not be allowed to accumulate thereon. All weeds must be cut back to a maximum height of tmeaty-€ear (24) inches. Section 11. TemperAry .rdctures . No structure of a temporary character nor any trailer, mobile home, basement, tent, shack, garage, barn or other outbuilding shall be used on any Lot at any time as a residence either temporarily or permanently. Section 12. Signs. The construction or maintenance of billboards , "for rent" or "for sale" signs larger than six (6) square feet and posterboards or advertising structures of any kind on any Lot in the Properties is prohibited, except on outlots and on Lots belonging to First Capitol Corporation. Section 13. No Campers and Trailers. No campers, mobile ` homes , trailers or other similar recreational equipment, and no 921033 -12- • ' tractors , horse trailers , commercial equipment, or similar vehicles shall be kept or maintained on any Lot or on any street in the Properties unless specifically permitted in writing by the Architectural Control Committee. Section 14. No Drilling or Mining. No oil pr -gas drilling, oil or gas development operations , oil refining, quarrying or mining operati@n of any kind shall be permitted upon or in any Lot, nor shall oil or gas wells , tanks, tunnels, mineral excava- tions , or shafts he permitted upon or in any Lot. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, maintained or permitted on any building Lot. Section 15. Septic Tanks. Unless otherwise approved by the Architectural Control Committee, no septic tank or field system shall be nearer than fatty (40) feet to any side Lot line of any Lot. Section 16. Trees and Garden Area The general plan of landscaping for each Lot referred to in Article VI, Section 6 hereof, shall include assurapces satisfactory to the Arch. Con- servation Committee that at least two (2) evergreen trees with a minimum height of eight (8) feet and at least two (2) deciduous trees with a minimum caliper of one inch shall be planted within nine (9) months after the residence is constructed. No tree or trees, whether now or hereafter grown upon any part of the subject property, shall be cut down without prior written approval of the Arch. Conservation Committee, provided, however, that this restric- tion shall not apply unless such tree is more than two (2) inches in caliper as measured one foot above grade, and provided further that this restriction shall not be construed to limit in any way reasonable trimming of any trees within the Properties. A family garden not to exceed 1,000 square feet it permissible, but no additional ground shall be broken for farming purposes . Section 17. Domestic Water Wells. Individual domestic wells are prohibited. Section 18. Surface Water. All surface drainage, whether offsite or onsite shall be permitted to freely pass through all Lots as required in order to reach its natural destination. All natural drainage ways shall be maintained in their existing 6. -13- conditions and/or capacity. No primary or secondary structures, ' fences or other obstructions will be allowed within the 100 year flow limits as shown on file with Weld County. Any rechan- nelization or regrading of Lots shall be such that the historic drainage route is not realigned so as to cause possible problems with the adjacent property owners . Section 19. Natural Park. Outlots, shown on the plat of WindSon Ranch are n ntended for use by the general public , but ot rather dedicated to and is to be maintained by the -Association as a natural park and Common Area for the exclusive use and benefit of the members of the Association. Section 20. Bridle Path Restrictions. Bridle paths as shown on the plats of the Properties are not intended for use by the general public ; but rather have been conveyed or dedicated to the Association for the exclusive use and benefit of the members of the Association. It is therefore the duty and the obligation of the Association to repair and maintain the Bridle Paths ; and in the course thereof, the Association shall have the right and the obligation to trim and cut branches from trees and bushes on adjacent Lots to the extent that they overhang or interfere in any way with the intended use of the Bridle Paths . The deed or dedications for the Bridle Paths are subject to utility and drainage easements, and motorized vehicles shall be excluded therefrom except as may be reasonably necessary for construction, maintenance and repair of said utility and drainage easements or for general developmental work by Lind Land om any No fencing shall in any way obstruct the Bridle Paths or interfere with their intended use by equestrians . Section 21. Developer's Reservations. An easement and - right-of-way is reserved over and across dedicated outlots and the Bridle Paths by and in favor of Lind Land Company for purposes of developmental work which shall include 'the right to erect temporary buildings and fences to store any and all materials which easement and right of way shall terminate and expire at such time as Lind Land Company relinquishes • its interest in the Architectural Control Committee as provided in Article VI, Section 1 above. Section 22. Amendment of Land Use Restrictions. The right to amend, alter, or modify any part of this Article VII, except as to the provision of Section 17, is hereby expressly granted to the Architectural Control Committee for a period ending December 31, 1995. Thereafter, such right can only be . exercised by members of the Association- as provided in Article VIII, Section 2 below. • 3.t933 -14- ARTICLE VIII General Provisions • Section 1. Enforcement . The conditions, covenants , restrictions and reservations contained in this Amended Declare- ' tion shall run with the land, and be binding upon and inure to the benefit of the Owners of every part and parcel of the Properties, including outlots and the Common Areas. These conditions, covenants , restrictions and reservations may be enforced as provided hereinafter, by each Owner, as well as by the Architec- tural Control Committee, or the Association with each of the latter two acting for themselves and as trustee on behalf of the Owners. Each Owner, by acquiring an interest in the property, shall be conclusively deemed to appoint irrevocably the Architectural Control Committee, and the Association as the Owner's trustees for such purposes. Violation of any condition, covenant, restriction, or reservation herein contained (e.g. , if a structure is built without prior approval or if irrigation exceeds the limits set by this Amended Declaration) shall give to the Associa- tion, the Architectural Control Committee, and to the Owners, or any of them, the right of bringing proceedings in law or equity against the party violating any of the said covenants, conditions, restrictions , and reserva- tions , to enjoin the party from so doing, to cause any such violation to be remedied, and to recover damages resulting from such violation. In addition, violation of any such covenants, conditions, restrictions and reservations shall give to the Architectural Control Committee acting as the trustees, the right to enter upon the premises and abate, remove, modify or replace at the expense of the Owner thereof any structure, thing or condition that may exist thereon contrary to the intent and meaning of the provisions hereof; provided, however, that nothing contained herein shall give the right to enter upon the premises of any Owner without due process of law. Every act, omission of act, or condition which violates the covenants, conditions, restrictions and reservations herein contained shall constitute a nuisance and every remedy available in law or equity for the abatement of public or private nuisances shall be available to the Owners, Architectural chit cAssociation.ur Control AC Committee, thesuch remedies shall be cumulative and not exclusive. Any expenses, including attorney fees, incurred by the Architectural Control Committee or the Association by virtue of this Section, shall become an Assessment against such Owner, and the Association may proceed according to the provisions for collecting Assessments as set by this Declaration o₹ Covenants. s. . -15--15- :) :; ..7�(3 forth in this Amended Declaration. In any legal or equitable proceeding to enforce the provisions hereof or to enjoin their violation, the party or .parties against whom judgment is entered shall pay the attorneys ' fees of the party or parties for whom judgment is entered in such amount as may be fixed by the court An such proceedings, and such attorney fees may be assessed as above provided. The failure of the Owners, Architectural Control Committee or the Association to enforce any of the conditions, covenants, restrictions or reservations herein contained shall in no event be deemed to be a waiver of the right to do so for subsequent violations or of the right to enforce any other conditions, covenants , restrictions or reserva- tions , and the Owners or the Architectural Control Committee • shall not be liable therefor. Any enforcement action or abatement proceedings under this Section shall be deemed timely taken or filed if commenced within three years of first notice to the party enforcing these covenants unless a shorter time is established by law. Section 2. Duration and Amendment. The covenants and restrictions of this Amended Declaration shall be in effect until , after which time said covenants shall be auto- matically extended for successive periods of ten (10) years. Subject to the provisions of Article VII, Section 22 above, the covenants and restrictions of this Amended Declaration may be amended prior to by an instrument signed by not less than eighty percent (80%) of the Owners, and thereafter by an instrument signed by not less than seventy-five percent (75%) of the Owners . Any such amendment shall be duly recorded. Section 3. Notices . Any notice required to be sent to any Owner under the provisions of this Amended Declaration shall be deemed to have been properly sent when mailed, postpaid, to the last known address of the party who appears as Owner on the records of the Association at the time of such mailing. Section 4. Severability. Invalidation of any provision of these covenants or restrictions by judgment or court order shall not affect any other provision which shall remain in full force and effect. Section 5. Binding Effect. The benefits and duties herein accrued to or imposed upon the undersigned shall be binding upon and inure to the benefit of the undersigned and their successors and assignees, upon the recording of an instrument executed by ninety percent (90%) of the Owners• affirming this Amended Declaration. • 921033 -16- • : IN WITNESS IEREOF, the undersigned, . L .id Land Company Corporation, herein, has hereunto set its hand and seal this day of _ , 19__ . ,. By President ATTEST: Secretary STATE OF COLORADO 28. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 19_, b , as • President, and , as Secretary, Lind Land Company , a Colorado corporation. Witness my hand and official seal. My commission expires: dotary'public • • r . -17 saloaa - SOILS INFORMATION • 92:99s 24 tt\ ....4 79 - • 4 s: 1 % 5 ATT.E • 11 '''' ,,z, ' as r .f l ' `16] .. Y -.` . y ' . - 33 .18 1 ,�' I6 17 16 - SITE34 32 16 18 )11 15 79 \ t. s rfSriJs r r -q 9 'i r •. • 1 66 J9 15 79 / � 1 5 J9 _ S`. 1 79 - y 80• 34 16 18 \ • 0 B0t- 17 • 79 .,... • . , - e . :.16 • ilk' 1 ': 16 15 79 • r, v 16 { L �. 5. . ......7:5 ;44. 't . c. icntIG c lGOo i ICD 11 • 'M , N j 9226.1.933 SOILS INFORMATION Cz: :nrTUTTLEAPPLECATE, INC. C .ulws r.14.1 w 4wc.•. ..L,. r 410 = 13031452-5611 . 15—Colby loam, 1 to 3 percent slopes. This is a deep, Openland wildlife, such as pheasant, mourning dove, well drained soil on uplands at elevations of 4,850 to 5,050 and cottontail, and rangeland wildlife, such as antelope, feet. It formed in calcareous eolian deposits. cottontail, and coyote, are best suited to this soil. Under Typically the surface layer is pale brown loam about 12 irrigation, good wildlife habitat can be established, inches thick. The underlying material is very pale brown benefiting many kinds of openland wildlife. Forage silt loam to a depth of 60 inches. production is typically low on rangeland, and grazing Permeability is moderate. Available water capacity is management is needed if livestock and wildlife share the high. The effective rooting depth is 60 inches or more. range. Livestock watering facilities also are utilized by various wildlife species. Surface runoff is medium, and the erosion hazard is This soil has good potential for urban and recreational moderate. In irrigated areas this soil is suited to all crops con- development. Road design can be modified to compensate manly grown in the area, including corn, sugar beets, for the limited capacity of this soil to support a load. Capability subclass Ile irrigated, IVs nonirrigated; beans, alfalfa, small grain, potatoes, and onions. An exam- ple of a suitable cropping system is 3 to 4 years of alfalfa Loamy Plains range site. followed by corn, corn for silage, sugar beets, small grain, 34 loam, 5 to 9 percent slopes. This is a deep, or beans. Land leveling, ditch lining, and installing well drained soil on plains and alluvial fans at elevations pipelines may be needed for proper water application. All methods of irrigation are suitable, but furrow ir- of 4,900 to 5,250 feet. It formed in mixed eolian deposits rigation is the most common. Barnyard manure and corn- and parent sediment from a wide variety of bedrock. In- mercial fertilizer are needed for top yields. eluded in mapping are small areas of soils that have loamy sand underlying material. In nonirrigated areas this soil is suited to winter wheat, Typically the surface layer is brown and pale brown barley, and sorghum. Most of the acreage is planted to winter wheat. The predicted average yield is 28 bushels loam about 10 inches thick.The upper 25 inches of the un- denying material is pale brown loam. The lower part to a per acre. The soil is summer (allowed in alternate years depth of 60 inches is pale brown fine sandy loam. to allow moisture accumulation. Generally precipitation is Permeability is moderate. Available water capacity is too low for beneficial use of fertilizer. Stubble mulch farming, striperopping, and minimum til- high. The effective rooting depth is 60 inches or more. lage are needed to control soil blowing and water erosion. Surface runoff is rapid, and the erosion hazard is I Terracing may also be needed to control water erosion. moderate. This soil is suited to limited cropping. Intensive • The potential native vegetation is dominated by blue grama. Several mid grasses, such as western wheatgrass cropping is hazardous because of erosion. The cropping system should be limited to such close grown crops as al- and needleandthread, are also present. Potential produc- t falfa, wheat, and barley. This soil also is suited to in- ion ranges from 1,600 pounds per acre in favorable years to 1,000 pounds in unfavorable years. As range condition rigated pasture. A suitable cropping system is 3 to 4 deteriorates, the mid grasses decrease; blue grams, buf- years of alfalfa followed by 2 years of corn and small falograss, snakeweed, yucca, and fringed sage increase; grain and alfalfa seeded with a nurse crop. and forage production drops. Undesirable weeds and an- Close grown crops can be irrigated from closely spaced nuals invade the site as range condition becomes poorer. contour ditches or sprinklers. Contour furrows or sprin- Management of vegetation on this soil should be based klers should be used for new crops. Applications of • on taking half and leaving half of the total annual produc- nitrogen and phosphorus help in maintaining good produc- tion. Seeding is desirable if the range is in poor condition. tion. Sideoats grama, little bluestem, western wheatgrass, blue The potential native vegetation is dominated by blue grata, pubescent wheatgrass, and crested wheatgrass are gram Sideoats grams little bluestem, western wbeat- suitable for seeding. The grass selected should meet the grass, and sedge are also prominent. Potential production seasonal requirements of livestock. It can be seeded into ranges from 1,800 pounds per acre in favorable years to a clean, firm sorghum stubble or it can be drilled into a 1,500 pounds in unfavorable years. As range condition firm prepared seedbed. Seeding early in spring has deteriorates, the Sideoats grama and little bluestem proven most successful. decrease; forage production drops; and blue grama, buf- Windbreaks and environmental plantings of trees and falograss, and several perennial forbs and shrubs in- shrubs commonly grown in the area are generally well crease. Undesirable weeds and annuals invade the site as suited to this soil. Cultivation to control competing range condition becomes poorer. vegetation should be continued for as many years as Management of vegetation should be based on taking possible following planting.Trees,that are best suited and half and leaving half of the total annual production.Seed- have good survival are Rocky Mountain juniper, eastern big is desirable if the range is in poor condition. Sideoats redcedar, ponderosa pine, Siberian elm, Russian-olive,and grams, little bluestem, western wheatgrass, and pu- , hackberry. The shrubs best suited are akunkbush sumac, bescent wheatgrass are suitable for seeding. The grass • lilac,Siberian peashrub,and American plum. Selected should meet the seasonal needs of livestock. It • can be seeded into a clean, tint sorghum stubble, or it 92 033 can be drilled into a firm prepared seedbed. Plowing and Production of vegetation on this treeless soil is low, drilling on the contour minimize runoff and soil losses, especially during drought, when annual production can be Seeding early in spring has proven most successful. as low as 300 pounds per acre. Rangeland wildlife, such as Windbreaks and environmental plantings are generally antelope and scaled quail, can be attracted by managing well suited to this soil. Cultivation to control competing livestock grazing, installing livestock watering facilities, vegetation should be continued for as many years as' and reseeding where needed. possible following planting.Trees that are best suited and This soil has poor potential for urban development. The have good survival are Rocky Mountain juniper, eastern chief limiting feature is the shallow depth to sandstone. redcedar, ponderosa pine, Siberian elm, Russian-olive, and Capability subclass VIe irrigated, Vle nonirrigated; Sand- hackberry. The shrubs best suited are skunkbush sumac, stone Breaks range site. lilac, Siberian peashrub, and American plum. Wildlife is an important secondary use of this soil. The 79—Weld loam, 1 to 3 percent slopes. This is a deep, cropland areas provide favorable habitat for ring-necked well drained soil on smooth plains at elevations of 4,850 to pheasant and mourning dove. Many nongame species can 5,000 feet. It formed in eolian deposits. Included in be attracted by establishing areas for nesting and escape mapping are small areas of soils that have a subsoil of cover. For pheasants, undisturbed nesting cover is essen- loam and light clay loam. Also included are some leveled tial and should be included in plans for habitat develop- areas. ment, especially in areas of intensive agriculture. Range- Typically the surface layer of this Weld soil is brown land wildlife, for example, the pronghorn antelope, can be loam about 8 inches thick. The subsoil is brown and pale attracted by developing livestock watering facilities, brown heavy clay loam and light clay about 20 inches managing livestock grazing. and reseeding where needed. thick. The substratum to a depth of 60 inches is silt loam. This soil has good potential for urban and recreational Permeability is slow. Available water capacity is high. development. Increased population growth in the survey The effective rooting depth is 60 inches or more. Surface i area has resulted in increased homesite construction. The runoff is slow, and the erosion hazard is low. chief limiting soil feature for urban development and road In irrigated areas this soil is suited to all crops corn- construction is the limited capacity of this soil to support monly grown in the area, including corn, sugar beets (fig. a load. Septic tank absorption fields function properly,but 8),beans, alfalfa,small grain,and onions. An example of a community sewage systems should be provided if the suitable cropping system is 3 to 4 years of alfalfa fol- population density increases. Because of the permeability lowed by corn,corn for silage, sugar beets, small grain, or of the substratum, sewage lagoons must be sealed. beans. Land leveling, ditch lining, and installing pipelines Lawns, shrubs, and trees row well. Capability subclass are needed for proper water applications. IVe irrigated, VIe nonirrigated; Loamy Plains range site. All methods of irrigation are suitable, but furrow ir- I rigation is the most common. Barnyard manure and com- mercial fertilizer are needed for top yields. 61—Tassel fine sandy loam, 5 to 20 percent slopes. This soil is well suited to winter wheat, barley, and This is a shallow, well drained soil on upland breaks atsorghu elevations of 4,850 to 5,200 feet. It formed in residuum Winter if it is summer followed in alternate years. from sandstone. Included in mapping are small areas of Winter wheat is the principal crop. The predicted average yield is 33 bushels per acre. If the crop is winterkilled, sandstone outcrop and areas of noncalcareous soils. spring wheat can be seeded. Generally precipitation is too Typically the surface layer of this Tassel soil is light low for beneficial use of fertilizer. yellowish brown fine sandy loam about 7 inches thick.The Stubble mulch farming, striperopping, and minimum til- underlying material is light yellowish brown very fine lage are needed to control soil blowing and water erosion. sandy loam. Sandstone is at a depth of about 11 inches. Terracing also may be needed to control water erosion. Permeability is moderately rapid. Available water capacity is low. The effective rooting depth is 10 to 20 The potential native vegetation is dominated by blue inches. Surface runoff is medium, and the erosion hazard grama. Several mid grasses, such as western wheatgrass is moderate. and needleandthread, are also present. Potential produc- The potential native vegetation is dominated by tion ranges from 1,600 pounds per acre in favorable years to 1,000 pounds in unfavorable years. As range condition sideoats grams, little bluestem, blue grama, threadleaf sedge, sand reedgrass, and needleandthread. Potential deteriorates, the mid grasses decrease; blue grama, buf- production ranges from 1,750 pounds per acre in favors- talograss, snakeweed, yucca and fringed sage increase; ble years to 950 pounds in unfavorable years. As range and forage production drops. Undesirable weeds and an- condition deteriorates,the sideoats grams, little bluestem, noels invade the site as range condition becomes poorer. and sand reedgrass decrease; yucca, sedge, and blue Management of vegetation on this soil should be based grama increase; and forage production drops. on taking half and leaving half of the total annual produc- tion. Seeding is desirable if the range is in poor condition. Management of vegetation should be based on taking half or less of the total annual production. Deferred graz- Sideoats grama little luestem, western wheatgrass, blue ing is practical in improving range condition. Seeding and grams,pubescent wheatgrass,and crested wheatgrass are mechanical treatment are impractical. suitable for seeding. The grass selected should meet the seasonal requirements of livestock. It can be seeded into Windbreaks and environmental plantings are generally not suited to this soil. Onsite investigation is needed to • clean, firm sorghum stubble, or it can be drilled into a firm if plantings are feasible. prepared seedbed. Seeding early in spring has proven most successful. 3r =... .j3,3 Windbreaks and environmental plantings are generally well suited to this soil. Summer fallow a year before planting and continued cultivation for weed control are needed to insure establishment and survival of plantings. Trees that are best suited and have good survival are Rocky Mountain juniper, eastern redcedar, ponderosa pine, Siberian elm, Russian-olive, and hackberry. The shrubs best suited are skunkbush sumac, lilac, Siberian peashrub,and American plum. Openland wildlife, such as pheasant, mourning dove, and cottontail, are best suited to this soil.Wildlife habitat development, including tree and shrub plantings and grass plantings to serve as nesting areas, should be suc- cessful without irrigation during most years. Under ir- rigation, good wildlife habitat can be established, benefit- ing many kinds of openland wildlife. This soil has good potential for urban and recreational development. The chief limiting soil features for urban development are the shrink-swell potential of the subsoil as it wets and dries and the limited capacity of the soil to support a load. Lawns,shrubs,and trees grow well. Capa- bility subclass Ile irrigated, IIIc nonirrigated; Loamy Plains range site. • 'A 1 are, 0313 100 SOIL SURVEY TABLE 6.--BUILDING SITE DEVELOPMENT (Some of the terms used in this table to describe restrictive soil features are defined in the Glossary. See text for definitions of "slight," "moderate," and "severe." Absence of an entry means soil was not rated] Soil name and I Shallow Dwellings Dwellings I Small : Local roads map symbol : excavations without with I commercial and streets I basements basements buildings _ _—_— I : : 1 , 2 :Severe: Moderate: Moderate: Moderate: :Moderate: Altvan cutbanks cave. shrink-swell. shrink-swell. shrink-swell. shrink-swell, frost action. , 3*: Aquolls ,Severe: :Severe: Severe: Severe: Severe: v : floods, I floods, floods, floods, floods, • : wetness. 1 wetness. wetness. wetness. wetness, : : frost action. Aquents :Severe: Severe: Severe: :Severe: Severe: : floods, floods, floods, : floods, floods, I wetness. wetness. wetness. wetness. wetness, : frost action. Ma. Aquolls :Severe: Severe: Severe: :Severe: Severe: 1 floods, floods, floods, : floods, floods, : wetness. wetness. wetness. : wetness. wetness, frost action. : 1 a Aquepts :Severe: ,Severe: Severe: :5 Severe: I floods, 1 floods, floods, 1 floods, floods, wetness. 1 wetness. wetness. : wetness. wetness, : frost action. : : 5 Slight :Moderate: Moderate: Moderate: Moderate: Ascalon : low strength. low strength. low strength. frost action, low strength. 6, 7 Slight Moderate: Moderate: :Moderate: Moderate: Ascalon low strength. low strength. : slope, frost action, I low strength. low strength. : 8, 9 Slight Moderate: Moderate: Moderate: Moderate: Ascalon low strength. low strength. low strength. frost action, low strength. 10 Severe: Severe: Severe: Severe: Severe: Bankard , cutbanks cave, floods. floods. floods. floods. : floods. 11, 12 :Slight Slight Slight Slight Moderate: Bresser I frost action. : • 13 :Severe: Moderate: Moderate: Severe: :Moderate: Cascajo : cutbanks cave, slope. slope. slope. I slope. I small atones. , : 14, 15 :Slight :Slight Slight Slight :Moderate: Colby I 1 : low strength. 1 1 i 16, 17 :Slight :Slight Slight Moderate: :Moderate: Colby : : slope. • 1 low strength. I I • • I 186: I I I Colby :Slight :Slight Slight Moderate: :Moderate: I I slope. : low strength. I I I Adana :Slight (Moderate: Moderate: Moderate: :Moderate: I I low strength. low strength, low strength, 1 low strength. I a 1 slope. I I i See footnote at end of table. 9-211 ] 09 WELD COUNTY, COLORADO, SOUTHERN PART 101 TABLE 6.--BUILDING SITE DEVELOPMENT--Continued Soil name and 1 Shallow I Dwellings Dwellings Small Local roads map symbol I excavations 1 without with commercial and streets I I basements basements buildings ___ 19 Moderate: Severe: Severe: Severe: Severe: Colombo floods. floods. floods. floods. floods. 20 Slight Moderate: Moderate: Moderate: Moderate: Colombo low strength. low strength. low strength. low strength, frost action. 21 , 22 Severe: Moderate: Slight Moderate: Severe: Dacono cutbanks cave. low strength, low strength, shrink-swell, shrink-swell. shrink-swell. low strength. 43, 24 Slight Moderate: Moderate: Moderate: Moderate: :Fort Collins low strength. low strength, low strength. low strength. shrink-swell. 25, 26 Severe: Severe: Severe: Severe: Severe: Haverson floods. floods. floods. floods. floods. 27, 28 Severe: Severe: Severe: Severe: Severe: Heldt too clayey. shrink-swell, shrink-swell, shrink-swell, shrink-swell, low strength, low strength. low strength. low strength. , 29, 30 Slight Moderate: Moderate: Moderate: Moderate: Julesburg low strength. I low strength. low strength. low strength, frost action. 11, 32 Slight Moderate: Moderate: Moderate: Moderate: I Kim low strength. 1 low strength. low strength. low strength. 33, 34 Slight :Moderate: Moderate: Moderate: Moderate: • Kim : low strength. low strength, low strength, low strength. a lupc. : 356: I Loup Severe: :Severe: Severe: Severe: Severe: wetness, : wetness, wetness, wetness, wetness. cutbanks cave. 1 floods. floods. floods. : Boel • Severe: Severe: Severe: Severe: Severe: wetness, wetness, wetness, wetness, wetness, floods, floods. floods. floods. floods. cutbanks cave. , 366: : Midway Severe: :Severe: Severe: Severe: Severe: too clayey. I shrink-swell, , shrink-swell, slope, shrink-swell, 1 low strength. I low strength. shrink-swell, low strength. low strength. : : Shingle Severe: :Severe: :Severe: Severe: Severe: depth to rock. 1 depth to rock. 1 depth to rock. depth to rock, depth to rock. I : slope. : : 37 Severe: :Moderate: :Severe: Moderate: Moderate: Nelson depth to rock. I depth to rock, 1 depth to rock. depth to rock, depth to rock, low strength. I low strength. low strength. : 38 Severe: Moderate: :Severe: Moderate: Moderate: Nelson depth to rock. depth to rock, I depth to rock. slope, depth to rock, low strength. : . depth to rock, ' low strength. I low strength. 39, 40, 41, 42, 1 I 43 Moderate: AS S S :Severe: Nunn too clayey. 1 shrink-swell, shrink-swell, shrink-swell, I shrink-swell, 1 low strength. low strength. low strength. 1 low strength. .4.1 1 4 See footnote et end of table. S2.,:...099 102 SOIL SURVEY TABLE 6..-BUILDING SITE DEVELOPMENT--Continued —Z , I 1 Soil name and Shallow Dwellings : Dwellings I Small I Local roads map symbol I excavations without with I commercial I and streets basements I basements I buildings ' •I I I I ' I 44 (Slight Slight 1Sli{ht ISli{ht :Moderate: I low strength. Olney I '• I 1 •45 Slight Slight :Slight :Mslopete: :Moderate: strength. Olney I i 46, 47 Slight Slight Slight .Slight :Moderate: M low rateengih. ; Olney I 46 Slight Slight Slight ;Moderate: Moderate: Olney : slope. low strength. • ! Slight :Slight Slight. 69 Severe: Slight Osgood cutbanks cave. • 50, 51 Slight Slight ;Slight :Slight :Slight. I I Otero • I 52, 53 Slight Slight :Slight :Moderate: ,Slight. Otero I I 54 Slight Severe: :Severe: ;Severe: :Moderate: Paoli floods. : floods. 1 floods. I low strength, frost action. . I I 55 Slight Slight :Slight :Slight :Moderate: : low strength, 1 Paoli I frost action. I I 56 Moderate: Moderate: Moderate: :Moderate: :Severe: Renohill depth to rock, low strength, low strength, low strength, low strength, too clayey. shrink-swell. ptk, shrink-swell. shrink-swell. dethkovroc 51 Moderate: Moderate: :Moderate: Moderate: Severe: Renohill depth to rock, low strength, 1 low strength, slope, low strength, too clayey. shrink-swell. 1 depth o rock, low stength,r - -swell. shrink-swell. shinkswell, shrink 5 , 59 Severe: Severe: Severe: Severe: Severe: Sh ingle depth to rock. depth to rock. depth to rock. , depth to rock. depth to rock. ; 60a: Severe: • Shingle Severe: Severe: Severe: 'Severe: depth to rock. depth to rock. depth to rock. depth to rock. depth to rock. Moderate: Moderate: Moderate: Severe: Renohill Moderate: low street h, depth to rock, low strength, low strength, lo rock, owpe, too clayey. shrink-swell. shrinkth rswell. , shrinkw -swell. • shrink-swell. I 61 Moderate: Moderate: Moderate: :Severe: ;Moderate: Tassel depth to rock. depth to rock. depth to rock. I slope. I depth to rock. 62 Severe: Moderate: Severe: ,Moderate: :Moderate: Terry depth to rock. depth to rock. depth to rock. ; depth to rock. ; depth to rock.•63 Severe: Moderate: Severe: :Moderate: :Moderate: Terry depth to rock. depth to rock. depth to rock. I depth to rock, I depth to rock. , I slope. I 64 Moderate: Moderate: Moderate: :Moderate: Moderate: Thetas and depth to rock. low strength. depth to rock. 7 low strength. low strength. 65 Moderate: Moderate: :Moderate: Moderate: depth Mdepthtt:to depth to rock. I low strength, low strength. Thad slant rocky( low strength. D I slope. 1 See footnote at and of table. J WELD COUNTY, COLORADO, SOUTHERN PART 103 TABLE 6.--BUILDING SITE DEVELOPMENT--Continued I I I Soil name and 1 Shallow : Dwellings Dwellings Small Local roads map symbol I excavations 1 without with commercial and streets 1 1 basements basements buildings • 1 I 66, 67 ;Moderate: ;Severe: Severe: S Severe: Ulm I too clayey. 1 shrink-swell. shrink-swell. shrink-swell. low ength, shrink-swell.r I : : 68• :Severe: :Moderate: Moderate: Moderate: Moderate: Ustic : small stones, I slope. slope. slope. slope. Torriorthents I cutbanks cave. 1 69 ;Severe: Slight Slight Slight Slight. Valent : cutbanks cave. 70 :Severe: Slight Slight Moderate: Slight. Valent 1 cutbanks cave. Pe 71': : Valent Severe: Slight Slight Moderate: Slight. cutbanks cave. slope. Loup Severe: Severe: Severe: Severe: Severe: wetness, wetness, wetness, wetness, wetness. 1 cutbanks cave. floods. floods. floods. 72 1Slight Slight Slight Slight Moderate: Vona low strength. 73, 74 ;Slight Slight Slight Moderate: Moder :strength. Vona I 75, 76 Slight Slight Slight Slight Morate: ateength. Vona low 77 Slight ,Slight Slight Moderate: Moderate: Vona slope. low strength. I ' T8, 79 :Slight :Moderate: Moderate: Moderate: Moderate: Weld : : low strength, low strength, low strength, low strength, : shrink-swell. shrink-swell. shrink-swell. shrink-swell , frost action. 80 ,Slight :Moderate: Moderate: Moderate: Moderate: Weld l : low strength, low strength, low strength, low strength, ; ; shrink-swell. shrink-swell. slope, shrink-swell , ' shrink-swell. frost action. Si', 82': 1 1 Wiley :Slight :Moderate: Moderate: Moderate: Moderate: 1 low strength, low strength, low strength, low strength, • I 1 shrink-swell. shrink-swell. shrink-swell. shrink-swell. : I Colby :Slight :Slight Slight Slight Moderate: low strength. I : : 83•: Wiley ,Slight :Moderate: Moderate: Moderate: Moderate: I low strength, low strength, low strength, low strength, I : shrink-swell. shrink-swell. slope, shrink-swell. I I shrink-swell. I I Colby :Slight :Slight Slight Moderate: Moderate: slope. low strength. • I • See map unit description for the composition and behavior of the map unit. It, 102 SOIL SURVEY TABLE 6.--BUILDING SITE DEVELOPMENT--Continued ------- — 1-- : Dwellings Dwellings Small 1 Local roads Soil name and : Shallow with commercial 1 and streets map symbol : escav ations without basements basements buildings ; ' Slight Slight Slight ;Moderate: �q ;Slight I low strength. Olney 1 1 Slight Slight Moderate: 'Moderate: 05 Slight slope. 1 low strength. Olney Slight Slight :Moderate: yO� e7 Slight ;Slight : low strength. Olney • Slight Moderate: ;Moderate: yO Slight ,Slight slope. 1 low strength. Olney . t Slight Slight Slight. 419 Severe: ;Slight Osgood cutbanks cave. 1 50, 51 ;Slight Slight Slight 'Slight. Slight ; Otero 1 1 • 52, 53 Slight ;Slight Slight Moderate: :Slight. slope. : Otero ; 54 Slight ;Severe: Severe: Severe: ;Moderate: floods. floods. floods. ; low strength, Paoli I frost action. 55 Slight :Slight Slight Slight :Mate: oderateengih, ! Paoli frost action. 56 Moderate: 1M low td: Moderate: Moderate: Severe: Renohill ength, too t clayey. 1 shrinkswell. depth to rock, shrink rock, s - tn -swell. 1 shrinkgth, low stength, ' low -swell. shrink-swell. 57 Moderate: :Moderate: Moderate: Moderate: ;Severe: ength, Renohill depth to rock, low shrink-swell. depthength, low ttongth,rock, lowpstrength, I shrink-swell. too clayey. shrink-swell. shrink-swell. : ; 58, 59 Severe: Severe: Severe: Severe: :Severe: Sh ingle depth to rock. depth to rock. depth to rock. depth to rock. ; depth to rock. 60a: Shingle Severe: Severe: ;Severe: Severe: Severe: depth to rock. depth to rock. depth to rock. depth to rock. : depth to rock. Moderate: Moderate: ;Severe: Renohill Moderate: ,Moderate: : low strait h, 1 depth to rock, 1 low strength, low strength, lwpe, too clayey. : shrink-swell. shrin o rock,- o -swell. shrink-see.l. kswell, shrink : 161 :Moderate: :Moderate: Moderate: ;S • ;Moderate: Tassel : depth to rock. 1 depth to rock. depth to rock. : slope. 1 depth to rock. • 62 Severe: ;Moderate: ;Severe: ;Moderate: :Moderate: Terry depth to rock. depth to rock. ; depth to rock. : depth to rock. 1 depth to rock. 63 Severe: Moderate: Severe: ;Moderate: ;Moderate: Terry , depth to rock. depth to rock. depth to rock. 1 depth to rock, 1 depth to rock. 64 Moderate: Moderate: Moderate: ;Moderate: Moderate: Thedalund depth to rock. low strength. depth to rock. ; low strength. low strength. 65 Moderate: Moderate: Moderate: ;Moderate: Moderate: t Thedalund depth to rock low strength. depth to rock. 1 slo�trengih, low strength. I _ See footnote at end of table. • p 922&33 104 SOIL SURVEY TABLE 7.--SANITARY FACILITIES [Some of the terms used in this table to describe restrictive soil features are defined in the Glossary. See text for definitions of "alight," "moderate," "good," "fair," and other terms used to rate soils. Absence of an entry means soil was not rated) _ Soil name and Septic tank Sewage lagoon Trench I Area 1 Daily cover map symbol absorption areas sanitary 1 sanitary 1 for landfill fields landfill I landfill 1, 2 Slight Severe: Severe: Slight Fair: Altvan seepage. seepage. thin layer. 3a: Aquolls Severe: Severe: Severe: Severe: Poor: floods, floods, floods, wetness. wetness. wetness. wetness. wetness. Aquents Severe: Severe: Severe: Severe: Poor: floods, floods, floods, wetness. wetness. wetness. wetness. wetness. 4a: Aquolls Severe: Severe: Severe: Severe: Poor: floods, floods, floods, wetness. wetness. wetness. wetness. wetness. Aquepts Severe: Severe: Severe: Severe: Poor: floods, floods, floods, wetness. wetness. wetness. wetness. wetness. l 5, 6 Slight Severe: Severe: Severe: Good. Ascalon seepage. seepage. seepage. 7 Slight Severe: Severe: Severe: Good.: Ascalon slope, seepage. seepage. seepage. B, 9 Slight Severe: Severe: Severe: Good. Ascalon seepage. seepage. seepage. 10 Severe: Severe: Severe: Severe: Fair: Bankard floods. floods, floods, floods. too sandy. seepage. seepage. 1. 11, 12 Slight Severe: Severe: Severe: Good.' Bresser seepage. seepage. seepage. 13 Moderate: Severe: Severe: Severe: Poor: Cascajo slope. slope, seepage. seepage. small stones. seepage, small stones. , 1 14, 15, 16 Slight Moderate: (Slight Slight Good. I Colby seepage. I 17 :Slight Severe: Slight Slight Good. Colby I slope. 18": Colby Slight Severe: Slight Slight Good. slope. Adena ,Moderate: Moderate: ,Slight Slight Good. 1 percs slowly. seepage, • i slope. 1 19 :Moderate: Severe: Moderate: Moderate: Good. • Colombo I floods. floods. floods. floods. 1 20 :Slight 4@.---- Moderate: Slight Slight Good. Colombo 1 - slope, .. 1 seepage. i See footnote at end of table. ,M aic..9a3 WELD COUNTY, COLORADO, SOUTHERN PART 105 TABLE 7.--SANITARY FACILITIES--Continued : ; ; I ; Soil name and Septic tank I Sewage lagoon I Trench : Area 1 Daily cover map symbol I absorption : I sanitary I sanitary I for landfill ; fields ; I landfill 4 landfill ; ; ; : 1 21, 22 Severe: `Severe: ISevere: :Slight ,Fair: Dacono percs slowly. I seepage. : seepage. 1 I too clayey. 1 1 I I 23 Moderate: :Moderate: ;Slight ;Slight :Good. Fort Collins percs slowly. I seepage. I I : I I I 24 Moderate: :Moderate: ;Slight :Slight :Good. Fort Collins percs slowly. ' seepage, I I : slope. ; : I 25, 26 Severe: Severe: :Severe: ;Severe: ;Good. Haverson floods. floods. I floods. I floods. ; I : 27, 28 Severe: Moderate: Severe: :Slight :Poor: Heidi percs slowly. slope, too clayey. I I too clayey. I 29, 30 Slight Severe: ;Severe: :Severe: Good. Julesburg • seepage. I seepage. 1 seepage. 31 Slight Moderate: 'Slight ;Slight Good. Kim seepage. $ 32, 33 Slight Moderate: Slight :Slight Good. Kim seepage, ; 11npe i 34 Slight Severe: :Slight ,Slight :Good. Kim slope. ; ; . , 35w: ; ; I : Loup Severe: ;Severe: :Severe: Severe: ;Poor: wetness, I wetness, I wetness, wetness, I wetness. floods. I seepage, I floods, floods, : floods. I seepage. , seepage. . I ; ; ; Boel Severe: ;Severe: ;Severe: ;Severe: ;Poor: wetness, 1 wetness, wetness, I wetness, ; too sandy. floods. 1 seepage, floods, 1 floods. ; I floods. seepage. I . 36w: I Midway Severe: Severe: ,Severe: ;Moderate: Poor: peres slowly, depth to rock, I depth to rock, I slope. too clayey, depth to rock. slope. I too clayey. • thin layer. Shingle Severe: Severe: :Severe: ;Moderate: Severe: depth to rock. , slope, I depth to rock. slope. thin layer. depth to rock. I 37, 38 Severe: Severe: 'Severe: Severe: ,Fair: Nelson depth to rock. depth to rock, depth to rock, seepage. I thin layer. : seepage. seepage. ; 1 39 Severe: :Moderate: Slight Slight ;Fair: Nunn percs slowly. I excess humus. I too clayey. , ; 40 Severe: 'Moderate: :Slight :Slight :Fair: Nunn percs slowly. I excess humus, I ; I too clayey. I slope. I I I 41 +---- Severe: :Moderate: Slight :Slight :Fair: N unn , ',erns slowly. I excess humus. I 1 too clayey. I 1 1 42 :Severe: :Moderate: Slight :Slight :Fair: N unn 1 percs slowly. : excess humus, I I too clayey. I slope. I I • I. I 1 I • A See footnote at end of table: 106 SOIL SURVEY TABLE 7.--SANITARY FACILITIES--Continued — : I : Soil name and Septic tank I Sewage lagoon Trench I Area I Daily cover map symbol absorption 1 areas sanitary I sanitary I for landfill fields I landfill 1 , landfill : 1,' I 43 Severe: :Moderate: Slight ;Slight Fair: Nunn percs slowly. I excess humus. I too clayey. 44, 45, 46, 47, 4B-- Slight ;Severe: Slight :Slight Good. Olney 1 seepage. I I 49 Slight :Severe: Severe: :Severe: Fair: Osgood I seepage. seepage. I seepage. too sandy. 50, 51 , 52 Slight :Severe: Slight :Slight Good. Otero : seepage. I : : 53 Slight :Severe: Slight :Slight Good. Otero : slope, : : seepage. I : : 54 Slight (Severe: Severe: (Severe: :Good. Paoli 1 seepage. seepage. : seepage. I 55 Slight :Severe: Severe: :Severe: :Good. Paoli : seepage. seepage. 1 seepage. 56, 57 Severe: :Severe: Severe: :Slight Fair: Renohill percs slowly, : depth to rock. depth to rock. I too clayey, depth to rock. : I thin layer. • • • 58, 59 Severe: :Severe: Severe: (Slight Poor: Shingle depth to rock. : depth to rock. depth to rock. thin layer. 60x: , Shingle Severe: Severe: Severe: ,Slight :Poor: depth to rock. depth to rock. depth to rock. 1 1 thin layer. : : Renohill Severe: Severe: Severe: :Slight :Fair: percs slowly, depth to rock. depth to rock. : 1 too clayey, depth to rock. : 1 thin layer. 61 Severe: Severe: :Severe: :Severe: (Poor: Tassel depth to rock. depth to rock, I depth to rock, 1 seepage. 1 thin layer, ..Pg. . oap,ga . .r" rani alm slope. 6?, 63 Severe: Severe: Severe: Slight Fair: Terry depth to rock. depth to rock, depth to rock. thin layer, seepage. area reclaim. 64, 65 Severe: :Severe: Severe: Slight Fair: Thedalund depth to rock. I depth to rock. depth to rock. thin layer. : 66 Severe: :Slight Moderate: Slight Poor: Ulm percs slowly. 1 too clayey. too clayey. 67 Severe: :Moderate: Moderate: Slight Poor: Ulm percs slowly. 1 slope. too clayey. too clayey. , 68' Moderate: Severe: Severe: Severe: . Poor: Ustic Torriorthents slope. seepage, seepage, seepage. too sandy, small stones. too sandy. , small stones. ' 69, 70 Slight Severe: Severe: ,Severe: Poor: Valent seepage. too sandy, I seepage. too sandy. seepage. $ 1 = T1a: I I Valent Slight :Severe: Severe: IS : Poor: I seepage. too sandy, 1 seepage. too sandy. 'i. : seepage. 1 I See footnote at end of table. el kir ,,x.`933 WELD COUNTY, COLORADO, SOUTHERN PART 107 TABLE 7.--SANITARY FACILITIES--Continued i I Soil name and I Septic tank I Sewage lagoon I Trench I Area I Daily cover map symbol I absorption I areas I sanitary I sanitary I for landfill I fields : I landfill I landfill I : • 71•: I I I ; Loup ;Severe: S ;Severe: :Severe: (Poor: I wetness, wetness, I wetness, I wetness, I wetness. I floods. seepage, I seepage, I seepage, floods. I floods. I floods. I I I 72, 73 :Slight Severe: ;Slight :Slight Good. Vona seepage. 7k Slight Severe: :Slight ;Slight Good. Vona seepage, slope. , 75, 76, 77 Slight Severe: ;Slight :Slight Good. Vona seepage. 78 Moderate: ,Moderate: :Slight ISlight Good. Weld percs slowly. I seepage. I I 79, 80 :Moderate: :Moderate: ;Slight ,Slight Good. Weld : percs slowly. , slope, I seepage. 81': Wiley Moderate: ;Moderate: Slight Slight (Fair: percs slowly. I seepage. : too clayey. Colby Slight :Moderate: Slight Slight :Good. : seepage. , I , 82', 83': : : Wiley Moderate: ;Moderate: :Slight Slight Fair: percs slowly. I seepage, ; too clayey. ; slope. I Colby Slight :Moderate: :Slight Slight Good. : seepage. • See map unit description for the composition and behavior of the map unit. "i. 9 , .J3, 116 SOIL SURVEY TABLE 10.--RECREATIONAL DEVELOPMENT s are d in he ry.(Some text of t for t definitions ofhis table"slight,"to describe'moderate,"r and °severe." Absenceeof an entryemeanst soil l wassnot See rated] 1 Campareas Picnic areas Playgrounds Paths and trails Soil name and , map symbol i _ T__--__-__--_--__--__ i Slight Slight Slight. 1 ;Slight Altvan :Slight Moderate: Slight. 2 Sli Slight slope. Altvan .3s:Aquolls ;S Severe: Severe: w Severe: etne: wetness, wetness, ; loodss, , wetness, floods. floods. ; floods. ; floods. • ' Severe: Severe: Aquents :Severe: ;Severe: wetness, wetness, wetness, ; wetness, 1 floods. floods. floods. ; floods. 4s: ' i Severe: Severe: Aquolls Severe: ,Severe: wetness, wetness, ; wetness, wetness, floods. floods. floods. floods. Severe: Severe: Severe: Aquepts Severe:fl0000dss wetness, wetness, wetness, fl , floods. floods. floods. ds. $ 6 Slight ;Slight Moderate: ' Slight. slope. AScal on Slight. 7 Slight (Slight Severe: Ascalon B Slight ;Slight Slight Slight. Ascalon Slight ;Slight Moderate: Slight. 9 slope. Ascalon ;Moderate: Severe: Slight.; floods, 10 Severe:floods. floods. Bankard ; too sandy. 11 Slight Slight Slight Slight. Dresser Slight Moderate: Slight. D 12 Slight slope. Dresser Moderate: • Moderate: 13 Moderate: S Cascajo small, slope, slope, small stones. small stones. small atones. small stones. Moderate: Moderate: Moderate: 1C Moderate: dusty. dusty. Colby dusty. dusty. I ,Moderate: Moderate: Moderate: 15, Moderate: slope, dusty. Colby dusty. ; dusty. L i i WA y. ;Moderate: Severe: Moderate: C t Moderate: slope. dusty. Colby dusty. 1 dusty. 18s: 'a i Severe: Moderate: . Colby • Moderate:." ;Moderate: evere dusty. i dusty. 1 dusty. 1 See footnote at end of table. 9 :;:.393. WELD COUNTY, COLORADO, SOUTHERN PART 117 TABLE 10.--RECREATIONAL DEVELOPMENT--Continued Soil name and Camp areas : Picnic areas Playgrounds I Paths and trails map symbol : : : 180: : : Adena Moderate: ;Moderate: Moderate: :Moderate: percs slowly, I dusty. dusty, : dusty. dusty. : slope. 19 Severe: :Moderate: Moderate: :Slight. Colombo floods. I floods. floods. 20 Slight :Slight Moderate: :Slight. Colombo : slope. :21 Moderate: :Moderate: Moderate: :Moderate: Dacono too clayey. : too clayey. too clayey. : too clayey. 22 Moderate: Moderate: Moderate: :Moderate: Dacono too clayey. too clayey. slope, : too clayey. too clayey. 23 Moderate: Moderate: Moderate: :Moderate: Fort Collins dusty. dusty. dusty. : dusty. 24 Moderate: Moderate: Moderate: :Moderate: Fort Collins dusty. dusty. dusty, I dusty. slope. . 25, 26 Severe: Moderate: Severe: Slight. ! Haverson floods. floods. floods. 27, 28 Severe: Severe: Severe: Severe: Heldt too clayey. too clayey. too clayey. too clayey. 29 Slight Slight Slight Slight. Julesburg 30 Slight Slight Moderate: Slight. Julesburg slope. 31 Moderate: Moderate: Moderate: Moderate: Kim dusty. dusty. dusty. dusty. 32, 33 Moderate: Moderate: Moderate: Moderate: Kim dusty. dusty. slope, dusty. dusty. 34 Moderate: Moderate: Severe: Moderate: Kim dusty. dusty. slope. dusty. 35': : Loup Severe: :Severe: Severe: Severe: wetness, I wetness. wetness. wetness. floods. : , • Boel Severe: :Moderate: :Moderate: ,Moderate: wetness, I wetness, I wetness, : wetness, floods. I floods. I floods. I floods. 36a: : : Midway Severe: :Severe: :Severe: :Severe: too clayey, I too clayey. : slope, : too clayey. peres slowly. : : too clayey, ',• : depth to rock. . : Shingle Moderate: Moderate: :Severe: Moderate: too clayey. slope, : slope, too clayey. too clayey. : depth to rock. : 37 Slight---.4 Slight :Slight ,Slight. elson - II I See footnote at end of table. 32'4.333 k. allIMSIIIIIIIIIMIat WELD COUNTY, COLORADO, SOUTHERN PART 119 TABLE 10.--RECREATIONAL DEVELOPMENT--Continued : Soil name and Camp areas : Picnic areas I Playgrounds 1 Paths and trails map symbol I 1 ! • , !• ; ! ! I I 1 60': 1 1 1 Renohill Moderate: ;Moderate: Is !Moderate: percs slowly, 1 too clayey. 1 slope. I too clayey. too clayey. ; I I I 61 ;Moderate: !Moderate: Severe: ;Slight. Tassel I slope. ; slope. depth to rock, I slope. 1 , 1 62 ;Moderate: ;Moderate: ;Moderate: Moderate: Terry dusty. I dusty. I dusty, dusty. ; depth to rock. ; ; 63 Moderate: :Moderate: IS Moderate: Terry dusty. : dusty. I slope. dusty. 64 Moderate: Moderate: Moderate: Slight. Thedalund dusty. dusty. slope, depth to rock, , dusty. I 65 Moderate: Moderate: ISevere: Slight. Thedalund dusty. dusty. I slope. ; 65 Moderate: Moderate: Moderate: Moderate: 1 Ulm percs slowly, too clayey. percs slowly. too clayey. too clayey. • 67 Moderate: Moderate: Moderate: Moderate: Ulm percs slowly, too clayey. percs slowly, too clayey. too clayey. too clayey, , • slope. ; 58' Severe: Severe: Severe: :Severe: Ustic Torriorthents small stones, small atones, slope, I small stones, too sandy. too sandy. small stones, ; too sandy. , too sandy. I • 69 Moderate: Moderate: :Severe: Severe: Valent too sandy, too sandy, I too sandy. too sandy. dusty. dusty. . : ! 70 Moderate: Moderate: IS :Severe: Valent too sandy, too sandy, I too sandy, I too sandy. dusty. dusty. I slope. ; : : 71': ! i : Valent Moderate: Moderate: :Severe: ;Severe: too sandy, too sandy, I too sandy, I too sandy. dusty. dusty. I slope. : • Loup Severe: Severe: ISevere: :Severe: wetness, wetness. I wetness. I wetness. floods. : ; : : 72 Moderate: Moderate: :Moderate: (Moderate: Vona too sandy, too sandy, I too sandy, I too sandy, dusty. dusty. I dusty. I dusty. 1 73 Moderate: Moderate: .:Moderate: Moderate: . Vona too sandy, too sandy, too sandy, too sandy, • , dusty. dusty. slope, dusty. 1 dusty. : 74 'Moderate: Moderate: Severe: Moderate: Vona 1 too sandy, too sandy, slope. too sandy, 1 dusty. • dusty. • dusty. 1 See footnote at end of table. 9 �933 120 SOIL SURVEY TABLE 10.--RECREATIONAL DEVELOPMENT--Continued --r__ _ Soil name and Camp areas 1 Picnic areas Playgrounds Paths and trails map symbol : 75 Moderate: :Moderate: Moderate: Moderate: Vona dusty. : dusty. dusty. dusty. • M. 77 Moderate: :Moderate: Moderate: Moderate: Vona dusty. : dusty. slope, dusty. dusty. 78 Moderate: :Slight Moderate: Slight. Weld percs slowly. percs slowly. 79, 80 Moderate: Slight Moderate: Slight. Meld percs slowly. percs slowly, slope. 81•• Wiley :Moderate: :Moderate: Moderate: Moderate: : dusty. : dusty. dusty. dusty. Colby :Moderate: :Moderate: Moderate: Moderate: I dusty. I dusty. dusty. dusty. 82•, 83•: Wiley :Moderate: :Moderate: Moderate: Moderate: dusty. I dusty. dusty, dusty. slope. AColby Moderate: 'Moderate: Moderate: Moderate: dusty. dusty. slope, dusty. dusty. • • See map unit description for the composition and behavior of the map unit. ea ATT.F PLANNED UNIT DEVELOPMENT PLAN AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Commission expires Legal Description: Wind Sono Ranch PUD. Part of the NE/4 of SPrtion R, T5N, R67W, of the 6th p.m. , Weld County, Colorado STATE OF COLORADO ) ) SS COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners' of property (the surface estate) within five hundred feet of the property under consideration This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records, or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty days of the application's submission date. ,,,o,,,:, :a„4„,„ efe� . l 7? . rtitt 01‘ 1. .$ Gary J. Tuttle I. O7/�pp r ,f 'Lme . Out egoing instrument was subscribed and sworn to before me this '2% .141110n.-1 199 WITNESS my hand and official seal. z p i" awn Notary Pub c My Commission Expires: My Commission Expires 921033 September 9, 1994 - - PLANNED UNIT DEVELOPMENT PLAN NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR' S PARCEL STATE AND ZIP CODE IDENTIFICATION 4 LIND. MARTIN 1469 44TH AVFNIIF GRFFIFY Rn634 n4F7-08-ODO-029 SCHMERGE, THOMAS P. & FI T7ARFTH M 77 t WCR En i.irninSOP 80550 _ 0957-0Q_nnn_027 AAS ERIC FURUSETH & HEIDI ANN 7680 WCR 60 WINDSOR 80550 0957-08-000-030 PLATT, FRANK L. & KATHIE N 28607 WCR 17 WINDSOR 80550 0957-08-000-031 WEINMEISTER, GARRY A. & 28649 WCR 17 WINDSOR 80550 0957-08-000-025 VATHI FFN F ZEILER FARMS 820 FOOTE COURT LOVELAND 80537 0957-07-000-008 THORNTON, BRUCE J. 1507 PETERSON ST. FT. COLLINS 30521 0957-05-000-027 BLALKMAN, RANDY K. BURKHART, KAREN E. 29093 WCR 17 WINDSOR80550 0957-04-000-030 GLASSGOW, NEVINE & ANNETTE L. 1210 1DA DR. LOVELAND 80537 0957-04-000-027 LUNDVALL, ELMER E.-1/3 int. 3490 W 49TH AVE. GREELEY 80634 0957-09-000-008 MOORE, JACKIE -1/3 int. GREELEY 80634 9/210313 ATT.G PLANNED UNIT DEVELOPMENT PLAN AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE ESTATE Legal Description: Wind Song Ranch PUD, Part of the NE/4 of Section 8, T5N, R67W, of the 6th p.m. , Weld County, Colorado STATE OF COLORADO ) ) SS COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land under as their names appear upon the records in the Weld County Clerk and Recorder's Office or from an ownership update from a title or abstract company or an attorney. L .t Tait Gary I. Tuttle The foregoing instrument was subscribed and sworn to before me this 3? day of , 19Q? WITNESS my hand and official m ,re# ..1:,-Ya Pi 4 ''.7i�•'• :�,r`J$' Notary' lic r'4//,21-. C Oyp o`t Mr00u ession Expires: My Commission Expires September 9, 1994 9k.;:42.03 3 ATTACHMENT B PLANED UNIT DEVELOPMENT PLAN OWNER(S) AND/OR LESSEES OF MINERAL RIGHTS ON OR UNDER THE SUBJECT PROPERTIES OF RECORD IN THE WELD COUNTY ASSESSOR'S OFFICE. RALPH W. GAUSE RAYMOND H. FRANK 809 WEST 11TH STREET SOUTH BOX 56 NEWTON, IOWA 50208 BRIGGSDALE, CO 80611 DWIGHT W GAUSE GARY A. JEFFERS 36913 33RD AVENUE SOUTH MARILEE A. JEFFERS AUBURN, WASH. 98002 1634 27TH AVENUE GREELEY, CO 80631 LOWELL L. GAUSE 1601 WEST 13TH STREET SOUTH BUDDY BAKER NEWTON, IOWA 50208 1429 LARIMER STREET DENVER, CO 80202 LORY W. GAUSE (NO STREET ADDRESS GIVEN) AEON ENERGY COMPANY LYNNVILLE, IOWA 50153 405 URBAN STREET #302 LAKEWOOD, CO 80228 DOROTHY J. GAUSE (NO ADDRESS GIVEN) CLARA E. GAUSE (NO ADDRESS GIVEN) 942 033 ILLUSTRATIONS OF HOMES ILL ;TRATIONS ATT.H Aifr+ ra l # o M DO Cr 311 _I I _ _ _____F.,,, ___,,,..?, 00170 ❑OLIO ! ii 0000 000011 0000 r E x k "z� 7„ .....___ sews uo a ,rm.dt ! ..5Ir &°:o�i ' ol .� r ! {TEV Rvn n,so Pleven ' 0 0 l9e F' 1 Y um' r-- i Guns Au, {In��Dili Ii 'IP Ibom �1• IItm 2 ' covered wdv u4ro Frank Betz Associates,Inc. l� , aq � ''Pa il'r � -.' is ir -4I-f ----4;7e.--- E , a -----T"I ,j• • q zi-l-mw.7 -, I /vow ii Im1 - 4- . :eUJtN f ,F_ N FaP C fRl• 'f1 ' R - ■.« ICI m Da w.w ea.+: :g �� _ _ I - 11111919"- __- . wi r. IL -7L Bc2 `e., 9F" Design Basics,Inc. "--OM] P. 1, Y C L ; { rte`nn--...-- I � •Ii', I I V� � � "trir y nn Ap Wni "=:-/—, rr •_ r =i A i s CM•• • R III T �I 1 r - �.r 1l e.10 f Den .Il•®iii e� e• 'bet^ Nit: .°•0'° �i.Gat ... B[2 :A:�3 I Design Basics,Inc. A• — t4 itlipt,z.-1,,i -tt,--7,-.T.-.1..gast-Ta--si-r- ,aktm't?,C,it: r r clasizerc-Fr-•=zzrzt--,-,---,reie. 'AA. _. NAN 4- 'V ufk Asf Is:. c �— � h ��i IIII ��I■ r L ill I! �I�I,��-�� =". .r `' �-"lial ■_°�c-y� —� �I1il! I 161 �� !'i r� aliF` I� DECK MST ‘ 7 Im r�] R ] s E lim E i --2 DR I a MO E7 E ER2 a �J T GAR - Design Plan Service 974091 l 'r on. ►I� w Nook .0 • o. i+ rt., it Mitch/. . M ste O c ❑ '. U -- ^" : T " Bonus ue.er a Entry , ee° Geroge to BR 2BR 2 at,. lent n.e.ne Columbia Design Group t� ,< ice—'- r *or "g--fo r ..X --sr amt J Y{ 4 a r _ Ir1 �� 1,_fl 1�4�= ,w,l -___._ Ans s � __ J :, +"33t Bloodgood Sharp Buster Plan Service v- f S y i _ 1_ \may I ITT Y 1 l'hir .20 Welk MI II !st Mn 1 jp Pr.t. Wits.'m>.d I1... �1 �y 1 1 ® l y Design Basics,Inc. 11 o of x� ti t 4s •1 —y a 3 x : lTill Y1J�lJYt�1 IL Uir—H�� ; t;ja � 1"•• ini .�iii_6k �a 119 �� _ —1-1 1 1 y��S�QI "rt" p III!. - hr.—i-1 1-I ,. . Mill „w... 1 LLt.MTH MPMII I "Jan O(II Mvt fPM I T IfeA UM MSI[•9118 M 1 I Em Iota MM — 1o.x MTH M•iM mnT lib�� . I 1Y `OMI u.m Rick Thompson Architect 32139=3 � - v 4 Ts i `0€ —K. 3. -C P ollu,, -_-� r_irte. µ py ry � • ", k! �.�I r! �i �' IlulNll �i a . I Elie'ip J4 i ¢°..° , .y' io°.iA 'gip° A r 164 rat: - ;. ..... _�ij�m- Ms rr- i1 h .. E ET Ge� no¢° 306.2.° �.v 5A.1° f r r" �I tr. 'I { F I .- Design Basics,Inc. a.3a v, «4 - u1 1" �,,..(( + r l'4- CM, : °Nt�� F1y. pJ�• uXw , m e..• w n c... isa , o �uLL� . .L,..: _. , . _= . • Image Home Plans 92:033 4522759 fLE APPLEGATE INC 52 P02 AUG 21 '92 08:19 WINDSOR FIRE DEPARTMENT 728 Main Street •Windsor,Colorado 80550 •(303)686-2626 :august 20, 1992 Mr. Brian Grubb weld County Planning Lept. 915 10th Street Greeley, CO 80631 Re: Fire Protection Study, Windsong Ranch PVD Dear Mr, Grubb: The Department has reviewed the subdivision plan of July 28, 1992, which in - cl4des the location or., three fire hydrants. ,. We have also reviewed the mate; flow midrmation._lproN3;li 'ir„ ,yittkar., Thoa ` �'i Water Distsj.et on August 7, 1992. ....:.:..:..-_. .:.::::,.: _....... . .........:c.. r i"'h::r±:#7::77:1::. ::::::::.::;%::;::::•:::- ':: '"`. , ' ,T r u';1tas'd.�(�1r+tti7M4.Crb1 .. j i + , i l, '. � we find the three,Late ontS,to t 4tcept*le ibpt thi,dynamic water pressure to be too low. i4 iequire't2W*t 4 s)sten d 11vWr },Q0b gpn at 50 psi. We will cooperate with.:,the idevotb rite riltter',4stcX �o•rdget this criteria. li:, :a` . FiiOl:"5J}r.'• '(i/�,.. •. ..r. :,'',.�.._...i% - � firn �e1 F':�-rr4:,G..+�,i.:. iie.: . r,`,:' f ri:: "7 ki,. a7,71l.r.�..._...!{ yy�jpp,':7}.4P?;l_r'q tIL.�::. .,,,,.'•n”::'`:•,JAI'«t i 'Jii' f_4 ni]%'�(iin'g4 f j••C,Na- taI�!{t.:J.,.t':'Jif: .... . .:1."' , 'y :, N!rut�ut�iiii::.:aiiiP d3 �„-.....;M.: r .ii'ra'tjit�'gg PP/r. 'e a;aspiId,ipT'1'n'' J. Sincerely: ..:5.44•i37"yti;�. • 1 tirrs": .,.,..7tr.• Bob Winter Development Reviewer U HIV X2i1992 11 Weld County Planning AUG 21 ' 92 820 4522759 PAGE. 002 921.033 DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS OF WINDSONG RANCH A PLANNED COMMON INTEREST COMMUNITY WELD COUNTY, COLORADO THIS DECLARATION, made on the date hereinafter set forth by Lind Land Company, a Colorado Corporation ("Declarant") RECITALS: WHEREAS, the Declarant desires to create within the Properties, described in Exhibit "A" , a planned common interest community, the name of which is WindSong Ranch P.U.D. Planned Common Interest Community, with permanent bridle paths, a riding arena, a natural park and other common areas for the benefit of the community; and WHEREAS, the Declarant desires to provide for the preservation of the values and amenities in the community including the maintenance of the bridle paths, riding arena, natural park and other common areas; and, to this end, desires to subject said Properties to the covenants, restrictions, easements, charges and liens hereinafter set forth which are for the benefit of said Properties, and each Owner therein, his or her heirs, successors, personal representatives, grantees, and assigns; and WHEREAS, it is desirable, for the efficient preservation of the values and amenities in the community, to create an entity which has the obligation and powers of maintaining the common area and facilities, of administering and enforcing the covenants and restrictions and of collecting and disbursing the assessments and charges hereinafter created; and WHEREAS, Declarant has caused to be incorporated under the laws of the State of Colorado, as a non-profit corporation, the WINDSONG RANCH HOMEOWNERS ASSOCIATION, for the purpose of exercising the duties, functions and responsibilities as herein set forth. NOW, THEREFORE, the undersigned Declarant declares that the Properties are and shall be held, transferred, sold, conveyed and occupied subject to the restrictions, limitations, uses, covenants, conditions, charges and liens hereinafter set forth, and that they shall run with the land and be binding on all parties having any right, title or interest in the said Properties or any part thereof, their heirs, successors and assigns, and that they shall inure to the benefit of the Association and of each Owner therein. 1 921'.033 ARTICLE I Definitions Section 1.01. Submission of Real Estate. (a) Declarant hereby declares that all of the real estate described in Exhibit A shall be held or sold and conveyed subject to the following easements, restrictions, covenants and conditions which are for the purpose of protecting the value and desirability of, and which shall run with, the real estate and be binding on all parties having any right, title or interest in the real estate or any part thereof, their heirs, legal representatives, successors, and assigns and shall inure to the benefit of each Owner thereof. Additionally, Declarant hereby submits the real estate to the provisions of the Colorado Common Interest Ownership Act, Sections 38-33 . 3-101 et seq. , Colorado Revised Statutes, as it may be amended from time to time (the "Act") . In the event the Act is repealed, the Act, on the effective date of this Declaration, shall remain applicable. Section 1.02 . Defined Terms. Each capitalized term not otherwise defined in this Declaration or in the plat or map shall have the meanings specified or used in the Act. The following words when used in this Declaration (unless the context shall prohibit) shall have the following meanings: (a) "Association" shall mean and refer to the WINDSONG RANCH HOMEOWNERS ASSOCIATION. (b) The "Properties" shall mean and refer to all that real estate described in Exhibit A attached hereto and by reference made a part hereof, Weld County, Colorado, and such additions thereto, as may hereafter be brought within the jurisdiction of the Association pursuant to Article II hereof. (c) "Unit" or "Lot" shall mean and refer to any Lot or Unit shown upon any recorded P.U. D. Plat of the Properties which is described by a Lot or Unit number and which is not a part of the Common Areas as hereafter defined; however, it shall not include outlots which are generally designated by letters. Any time an outlot, or any portion thereof, is added to or combined with a Lot, it shall thereafter be governed by all provisions of the Declaration relating to Lots. (d) "Owner" shall mean and refer to the recorded Owner, whether one or more persons or entitles, of the fee simple title to any Lot intended for residential purposes situated within the Properties. (e) "Common Areas" shall mean and refer to those areas shown 2 321933 on any recorded P.U.D. Plat of the properties, or improvements thereon, which are dedicated to or acquired by the Association for the common use and enjoyment of the Owners including the bridle paths and certain outlots. "Common Areas" shall also include any other land from outside the Properties dedicated or acquired for such purposes. (f) "Assessments" shall mean all monies due the Association from Owners as duly assessed by the Board of Directors of the Association in accordance with this Declaration, and the Association' s Articles and Bylaws. ARTICLE II Names; Description of Real Estate and Properties The name of the Planned Community is WindSong Ranch P.U.D. Planned Common Interest Community and covers the real estate set forth in Exhibit A and is located in Weld County, Colorado. Section 2.01. Number of Units. The number of Units is 18. The Declarant reserves to rights to create additional Units. Section 2.02 . Identification of Units. The identification number of each Unit or Lot is shown on the plat or map and Exhibit B of this Declaration. Section 2 .03. Unit Boundaries. The boundaries of each Unit are located as shown on the plat or map. Section 2.04. Additional lands may become subject to this Declaration upon petition of the Owner thereof and upon approval in writing of Lind Land Company; however, after Lind Land Company has relinquished all interest in the Architectural Control Committee under Article VI, Section 6. 01, written approval shall be by the Association. In the event properties are added, they shall then be a part of the scheme of this Declaration and subject to the jurisdiction of the Association and be thereafter deemed as included in the definition of "Properties". ARTICLE III The Association Section 3.01. Authority. The business affairs of the Planned Community shall be managed by the Association, a Colorado nonprofit corporation. The Association shall be governed by its bylaws, as amended from time to time. Section 3.02. Powers. (a) The Association shall have all of the powers, authority and duties permitted pursuant to the Act necessary and proper to manage the business and affairs of the 3 30.7z"..033 Association. Unless otherwise provided, the Association in managing the business affairs shall follow the provisions of Sections 38-33 .3-306 through 38-33 .3-310. Notice of any meeting of the Association shall be given to all Unit Owners by regular mail not less than 14 days prior to the meeting. (b) The Association may assign its future income, including its rights to receive Common expense assessments, only by the affirmative vote of the Unit Owners of Units to which at least 51 percent of the votes in the Association are allocated, at a meeting called for that purpose. Section 3.03. Declarant Control. The Declarant shall have all the powers reserved in Section 38-33-3 . 303 (5) of the Act to appoint and remove officers and members of the Executive Board. Section 3.04. Owners shall be Members. Every Owner shall be a member of the Association and such membership shall be appurtenant to the Unit giving rise to such membership, and shall not be assigned, transferred, pledged, conveyed or alienated in any way except upon sale or transfer of Owner's interest in said Unit and then only to the transferee of said Unit Section 3.05. Voting Ricthts. There shall be one vote for each Unit owned; however, when more than one person or entity is the Owner of a Unit, their vote shall be exercised as they among themselves determine. The Association has the right to suspend the voting rights of an Owner if the Assessment against his Unit remains unpaid for thirty days after the due date referred to in Article V, Section 5. 04, and for a period not to exceed sixty days for any infraction of its published rules or regulations. ARTICLE IV Property Rights in Common Areas Section 4.01. Owners ' Easements of Eniovment. Every Owner or his tenants shall have a right and easement of enjoyment in and to the Common Areas which right and easement shall be appurtenant to and shall pass with the title to every Unit subject to the following provisions: (a) The right of the Association to suspend such easement of enjoyment in and to the Common Areas if (1) an Assessment against an Owner's Unit remains unpaid for thirty days after the due date referred to in Article V Section 5. 04 ; and if (2) a member of the family, a guest or an invitee of an Owner or his tenant is found guilty by the Association of any infraction of its published rules or regulations, which suspension may not exceed sixty days; (b) Such rules and regulations as may be adopted from time to time by the Board of Directors of the Association; 4 (c) The right of the Association to charge fees for use of the Common Areas and to limit the number of guests of members; (d) The right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority, or utility provided the instrument of dedication or transfer is executed by two-thirds of the Owners. (e) The right of the Association to borrow money for the purpose of improving the Common Areas and facilities, and in aid thereof, to encumber said property with the provision that the rights of the holder of any encumbrance shall be subject to the rights of the members of the Association as stated herein while such encumbrances is current and not in default. Section 4.02 . Delegation of Use. Any Owner may delegate his right of enjoyment to the Common Areas to members of his family or his tenants who reside on his Lot. Section 4.03. Use Restoration. The use of the Common Areas shall be subject to the following restrictions. (a) No use shall be made of the Common Areas which will in any manner violate the statutes, ordinances, rules or regulations of any governmental authority having jurisdiction over the Common Areas; (b) No activity shall be conducted on any part of the Common Areas which will permanently deny free access to such areas unless an instrument is recorded which is executed by two-thirds of the Owners wherein the property is legally described and its intended use is set forth with some particularity. ARTICLE V Covenant for Assessments Section 5.01. Creation of Association Lien and Personal Obligation to pay Common Expense Assessments. Declarant, for each Unit, shall be deemed to covenant and agree, and each Unit Owner, by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, shall be deemed to covenant and agree, to pay to the Association annual and special Common Expense Assessments. Such assessments, including fees, charges, late charges, attorney fees, fines and interest charged by the Association shall be the personal obligation of the Unit Owner at the time when the assessment or other charges became or fell due. The personal obligation to pay any past due sums due the Association shall not pass to the successor in title unless expressly assumed by them. 5 3:7a.��3:3 The Common Expense Assessments of the Association shall be a continuing lien upon the Unit against which each such assessment is made. A lien under this Section is prior to all other liens and encumbrances on a Unit except: (1) liens and encumbrances recorded before the recordation of the Declaration; (2) a first lien Security Interest on the Unit recorded before the date on which the Common Expense Assessment sought to be enforced became delinquent; and (3) liens for real estate taxes and other governmental assessments or charges against the Unit. This Section does not prohibit an action to recover sums for which this Section creates a lien or prohibit the Association from taking a deed in lieu of foreclosure. Sale or transfer of any Unit shall not affect the Association's lien except that sale or transfer of any Unit pursuant to foreclosure of any first lien Security Interest, or any proceeding in lieu thereof, including deed in lieu of foreclosure, or cancellation or forfeiture shall only extinguish the Association' s lien as provided in the Act. No such sale, transfer, foreclosure, or any proceeding in lieu thereof, including deed in lieu of foreclosure, nor cancellation or forfeiture shall relieve any Unit from continuing liability for any Common Expense Assessments thereafter becoming due, nor from the lien thereof. Section 5.02. Purpose of Assessments. The assessments levied by the Association through its Executive Board shall be used for the purposes of promoting the health, safety, and welfare of the residents in the Common Interest Community for administration, management and maintenance of all common areas and common improvements, maintenance of all internal roads including snow removal and to pay for all upkeep, repair and maitenance of all items set forth in Section 38-33 . 3-307 of the Act. Section 5.03. Uniform Annual and Special Assessments. Common expenses shall be assessed against all Units in accordance with their percentage interest in the Common Expenses as shown on Exhibit B of this Declaration. Annual and Special Assessments shall be set at a uniform amount for all Units within the Properties. Special Assessments shall be set at a uniform amount for all Units within the Properties except only for Units owned by Lind Land Company for which a marketing effort has yet to be commenced. Section 5.04. Determination of Annual Assessments. The Common Expense Assessment shall be made on an annual basis against all Units and shall be based upon the Association's advance budget of the cash requirements needed by it to provide for the administration and performance of its duties during such assessment year. Common Expense Assessments may be collected in the manner as determined by the Board of Directors. Common Expense Assessments shall begin on the first day of the month in which conveyance of the first Unit to a Unit Owner other than the 6 Declarant occurs. At least ninety days prior to the end of each calendar year, the Board of Directors of the Association shall determine by budget the amount of the total Assessment necessary to pay those expenses to be incurred by the Association in the following calendar year pursuant to the provisions of these covenants, and they shall divide that sum among the Units as above provided. The Association shall then give written notice of the budget thereof to each Owner by ordinary mail pursuant to Section 38-33 . 3-303 of The Act. Simultaneously with the determination of the Assessments, the Board of Directors shall establish a "due date" for the payment of said annual Assessment, and said due date shall be specified in said notice of Assessment. The due date shall be a time no sooner than thirty days after said notice to Owners is mailed. As an alternative, the Board of Directors may determine that said annual Assessments may be paid on an installment basis of semi-annually, quarterly or monthly and set "due dates" for each such installment with the first due date being no sooner than thirty days after said notices of Assessment to the Owners are mailed. Said notices of Assessments shall specify the appropriate due dates. section 5.05. Special Assessment - Procedure. In addition to the annual Assessments authorized herein, the Association may levy special Assessments for items or expenses of a special or one- time nature, including without limitation, the defraying, in whole or in part, the cost of construction of a capital item on the Common Areas, unexpected repair or replacement of a capital item, including fixtures and personal property related thereto; provided that, any such Assessment shall have the assent of a two-thirds vote of the members at a meeting to be held as hereafter provided. The procedures set forth in Article III of the Bylaws of the Association for special meetings shall be adhered to for such a meeting, except as follows: (a) Voting shall be in person or by proxy as provided by the Act; however, legal entities may designate a representative who is a principal thereof for voting purposes (ex. , an officer, a partner or a venturer of a Unit Owner) ; and (b) The quorum at the first meeting called for this purpose shall be equal to 50% of the number of Units then within the Properties; and (c) If a quorum is not obtained at the first meeting, a second meeting may be called for a date no later than sixty days following the first meeting, and at said second meeting the quorum requirement shall be half that required for the first meeting; and (d) Should a lack of quorum require subsequent meetings, the sixty day requirement shall continue, but the quorum requirements 7 shall be halved for each such meeting; and (e) Once a quorum is obtained, the quorum requirements shall not be further reduced for subsequent meetings considering the same proposed special Assessment. Once a special Assessment has been approved, the Board of Directors shall establish a due date(s) therefor and provide for the notices as required in Section 5.04 above; and further, the Board of Directors may permit installment payments over a period of years not exceeding five years. Section 5.06. Effect of Non-Payment of Assessments. Any assessment, charge or fee provided for in this Declaration, or any monthly or other installment thereof, which is not fully paid within ten (10) days after the due date thereof, shall bear interest at the rate as determined by the Executive Board and the Association may bring an action at law or in equity, or both, against any Owner personally obligated to pay such overdue assessments charges or fees, or monthly or other installments thereof, and may also proceed to foreclose its lien against such Owner's Unit. An action at law or in equity by the Association against an Owner to recover a money judgment for unpaid assessments, charges or fees, or monthly or other installments thereof, may be commenced and pursued by the Association without foreclosing, or in any way waiving, the Association's lien therefor. Section 5.07 . Working Fund. The Association or Declarant shall require the first Owner of each Unit (other than Declarant) to make a non-refundable payment to the Association in an amount equal to one-sixth of the annual Common Expense Assessment against that Unit in effect at the closing thereof, which sum shall be held, without interest, by the Association as a working fund. Said working fund shall be collected and transferred to the Association at the time of closing of the sale by Declarant of each Unit, as aforesaid, and shall be maintained for the use and benefit of the Association. Such payment shall not relieve an Owner from making regular payments of assessments as the same become due. Upon the transfer of his Unit, an Owner shall be entitled to a credit from his transferee for any unused portion of the aforesaid working fund. Section 5.08. Assessment Certificate. The Association shall, upon demand and upon payment of a reasonable fee not to exceed $25. 00, furnish to any person in interest a certificate in writing, signed by an officer of the Association, indicating the then current status of the annual and special Assessments. Once issued, such certificate shall be conclusive evidence of the facts stated therein. 8 921093 ARTICLE VI Architectural Control Committee Section 6.01. Composition. Appointment and Removal. There shall be an Architectural Control Committee (A.C.C. ) presently composed of three members namely . Such members may be removed at any time by Lind Land Company (LLC) and in the event of such removal or the death, incapacity or resignation of any one of such members, LLC shall have absolute authority to appoint a successor who in like manner may be removed at any time by LLC. Also LLC may designate a person to serve on either Committee during the temporary absence of any one of such members. Furthermore, LLC may at any time in its sold discretion increase the A.C.C. Committee to five members and therefore decrease the number to not less than three. The removal of members, the appointment of successor members, the designation of temporary members and the increase or decrease in the number of members for either Committee shall be accomplished by the execution of an appropriate instrument by LLC and the filing of it with the Association. LLC may, by instrument in recordable form, relinquish all interest in the A.C.C. by recording it in the Weld County records, and thereafter the aforementioned powers relating to the Committees shall be exercised by the Association. Section 6.02. Review by A.C.C. No structure, whether residence, accessory building, antenna, flagpole, fence, wall, sign, house numbers, mailbox, exterior lighting, or other improvement shall be constructed or maintained upon any Unit, outlot or upon any of the Common Areas, and no alteration or repainting of the exterior of a structure shall be made unless complete plans, specifications, and Unit plans, therefor, showing the exterior design, height, building material and color scheme thereof, the location of the structure plotted horizontally and vertically, the location and size of driveways, fencing, walls and windbreaks, and the grading plan shall have been submitted to and approved in writing by the A.C.C. Section 6.03. Procedures. The A.C.C. may charge a fee not exceeding $75. 00 for the review of each set of residential or accessory building plans and specifications submitted. Such charge shall be paid by the person submitting such plans and specifications for approval and the plans and specifications shall be deemed not submitted until the fee is paid. A quorum at any meeting of the A.C.C. shall consist of at least three members thereof and any decision shall be reached by a majority vote. The A.C.C. 's approval or disapproval, as required by any provision of this Declaration, shall be in writing, and any approval shall expire in one year if construction has not by then commenced; furthermore, the A.C.C. may impose any conditions it considers advisable on any approval or on the use or maintenance of any improvement. Any plans and specifications submitted and not 9 3�r;�.JJ approved or disapproved as aforesaid within thirty days shall be deemed disapproved. the A.C.C. shall maintain written records of all applications submitted to it and all actions it may have taken, and a copy of such plans, specifications, and Lot plans as finally approved, shall be retained by the A.C.C. Section 6.04. A.C.C. 's Discretion and Non-Liability. The A.C.C. shall exercise its best judgment to see that all improvements and construction within the Properties conform to and harmonize with existing surroundings and structures; however, the A.C.C. has caused to be prepared a "Site and Building Design Guidelines" booklet for WindSong which will be supplemented and amended from time to time and the most recent version thereof shall serve as the primary yardstick against which plans and specifications submitted shall be measured. The A.C.C. , or its duly authorized representatives, shall not be liable in any manner for any action taken or failure of action in these premises. Section 6.05. Waiver. The A.C.C. may, at its discretion, waive any provision of this Article VI of this Declaration in the event it finds a practical difficulty or unnecessary hardship. Section 6.06. Review by A.C.C. No landscaping of any nature or type shall be undertaken with respect to any Unit, outlot or Common Area unless a detailed drawing of the general plan therefor with specifications has been previously submitted to and approved in writing by the A.C.C. Section 6.07. Storage and Trash. All equipment, garbage cans, service yards, wood piles, or storage piles shall be kept screened by adequate planting or fencing so as to conceal them from view of Bridle Paths, neighboring Units and streets. All rubbish, trash or garbage shall be regularly removed from the property, and shall not be allowed to accumulate thereon. All vegetation throughout the entire property, with the exception of trees, shrubs. Yuccas and other landscaping plants shall be limited to 12 inches in height. ARTICLE VII Development Rights and Other Special Declarant Rights Section 7.01. Development Rights and Special Declarant Rights. The Declarant reserves the following Development Rights and other Special Declarant Rights for the maximum time limit allowed by law: (a) the right to complete or make improvements indicated on the plats or maps; (b) the right to maintain sales offices, management offices and models in Units or on the Common Elements, but only (insert 10 limitations in number, size, location and relocation) ; (c) the right to maintain signs on the Unit to advertise the Unit; (d) the right to use, and to permit others to use, easements through the Common Elements as may be reasonably necessary for the purpose of discharging the Declarant's obligations under the Act and this Declaration; and (e) the right to appoint or remove any officer of the Association or any Director during the Declarant Control Period consistent with the Act. Section 7.02 . Limitations on Development Rights and Special Declarant Rights. Unless sooner terminated by a recorded instrument signed by the Declarant, any Development right or Special Declarant Right may be exercised by the Declarant for the period of time specified in the Act. ARTICLE VIII Allocated Interests Section 8.01. Allocated Interests. The undivided interest in the Common Elements, the Common Expense liability and votes in the Association allocated to each Unit are set forth in Exhibit B. Section 8.02. Determination of Allocated Interests. The interests allocated to each Unit have been calculated as follows: (a) the undivided interest in Common Elements, on the basis of 1/18; (b) the percentage of liability for Common Expenses, on the basis of 1/18; (c) the number of votes in the Association, on the basis of 1/18 . One vote per Unit. ARTICLE IX Land Use Restrictions Section 9.01. Use and Occupancy Restrictions. Subject to the Development Rights and Special Declarant Rights reserved by the Declarant, the following use restrictions apply to all Units and to the Common Elements: 11 3Z ±� .-.933 Section 9.02 . County Regulations. Zoning ordinances, rules and regulations of the County of Weld, State of Colorado, are considered to be a part hereof, and to any extent that these covenants might establish minimum requirements which conflict with the minimum requirements established by said zoning ordinances, rules and regulations, the most restrictive shall apply section 9.03. Residential Purvoses Only. All Units in the Properties, except those specifically designated by Lind Land Company, shall be for residential purposes only and no building shall be erected or placed on any Lot other than one private single-family dwelling, together with a private garage and such outbuildings as are customarily appurtenant to such a dwelling. An "outbuilding" , as the word is used herein, is intended to mean an enclosed covered structure not directly attached to the dwelling which it serves. section 9.04. No Business Activity-Nuisance. No trade or business activity shall be conducted, carried on or practiced on any Lot or in any residence or dwelling constructed thereon; however, until such time as all of its Units within the Properties have been sold, Lind Land Company may authorize the existence of a real estate sales office therein. No Owner of a Unit shall suffer or permit any residence or dwelling erected thereon to be used or employed for any purpose that will constitute a nuisance in law or that will detract from the residential value of said Unit or the other Units in the Properties. Section 9.05. Animals. An Owner may keep animals and livestock upon a Parcel for recreational purposes, 4-H projects and for use by the Owner's immediate family, subject to the following restrictions and limitations: (a) Unless specifically waived in writing by the Architectural Control Committee, no boarding of animals will be allowed; no horses will be allowed and no more than three (3) animal units may be kept or maintained on land units 1, 16, 17, 18, and no more than three (3) animal units may be kept or maintained on any other land unit. Animal Unit for purposes of these covenants is defined as follows. One (1) horse, will equal one (1) animal unit, one (1) cow will equal (1) animal unit, and one (1) llama will equal one (1) animal unit, two (2) sheep, two (2) goats, or one (1) sheep and one (1) goat will equal one (1) animal unit, and four (4) rabbits or four (4) chickens, four (4) of any other kind of poultry or birds will equal one (1) animal unit. Any off-spring of the foregoing will not be considered in determining the total number of animal units on a parcel until such off-spring attains one (1) year of age. No swine shall be allowed on any unit. (b) Each land unit shall at all times be maintained in a clean and sanitary condition. 12 (c) No land unit shall be overgrazed and the character of the Parcel shall not be changed by the grazing of animals and livestock. (d) All animals and livestock shall be cared for in a humane and husbandlike manner. (e) Corrals, barns and other outbuildings may be erected and maintained for the animals and livestock, provided that the structures are first approved in writing by the Architectural Control Committee. (f) All animals and livestock shall be confined, by a fence approved in writing by the Architectural Control Committee, to that portion of a land unit that is not in the open space easement. (g) Household pets such as dogs and cats shall be permitted on any land unit, provided that said pets shall remain under the control of their owner at all times by voice control or physical restraint and shall not be allowed to chase livestock or wildlife. Household pets may not be kept, bred or maintained on land unit for commercial purposes. No more than two (2) adult dogs and two (2) adult cats shall be kept on any one (1) land unit. Any offspring of dogs and cats over six (6) months of age shall be considered in determining the total number of dogs and cats maintained on a land unit. (h) No person owning, keeping or possessing a dog within the Planned Community shall permit his dog to bark and/or howl continuously for a period in excess of ten (10) minutes between the hours of 11:00 P.M. , and 6: 00 A.M. , or for a period in excess of twenty (20) minutes between the hours of 6:00 A.M. , and 11:00 P.M. , if such barking or howling is audible at the boundary of the land unit upon which such person resides. Such person shall be entitled only two (2) written notices of violation issued by the Association before being required to remove the dog from the land unit or enclosing it in a structure from which such barking and/or howling cannot be heard. The issuance of a third written notice within a one year period made by or on behalf of the Association shall require the removal of the dog from the land unit or the placement of the dog in a completely enclosed structure from which such noise shall not be audible from adjacent land units. Section 9.06. Foundations-Engineering. No plans shall be submitted nor shall any construction be commenced on any building until soil tests have been made by a soil engineer on the Lot on which the building is to be erected and proper footings and foundation to be used are designed by a licensed engineer. All downspouts from gutters must have an extension or a splash block at the bottom, carried out from the wall of the residence at least five (5) feet to provide positive drainage away from the building; 13 (] 3 said extensions or splash blocks are to be installed simultaneously with the downspouts. Section 9.07 . Building Approval, Permits and Completion. Plans, specifications and Unit drawings showing location of all buildings must be approved in writing by the Architectural Control Committee and all applicable building code permits and approvals must be obtained before any construction is commenced. The construction of any buildings must be completed within eighteen (18) months of the date of Architectural Control Committee approval, and no dwellings shall be occupied unless and until a Certificate of Occupancy has been obtained from the building department. Section 9.08. Square Footage. Height, Set Back Requirements. Any residence erected wholly or partially on any of the Lots shall contain a minimum living area in the main structure, exclusive of garages, basements, porches or terraces, as follows: single level - 1800 square feet; bi-level - 2, 000 square feet; multi-level - 2 , 200 square feet; and two story - 2 , 200 square feet. All residences, including outbuildings, shall have wooden shingle roofs, unless otherwise approved by the Architectural Control Committee. A garage shall be required, and shall be at least twenty (20) feet deep and twenty-five (25) feet wide, and contain a minimum of 500 square feet. Garage doors shall not open toward the street except with the consent of the Architectural Control Committee. No building shall be erected or maintained on any Lot nearer than forty (40) feet from the front property line of said Lot and no building shall be erected or maintained on any Lot nearer than twenty-five (25) feet from any side or rear property line, or nearer than forty (40) feet from any side street property line. If any dispute arises as to what constitutes a front, rear or side line, the decision of the Architectural Control Committee shall be final ; however, said decision must be consistent with any ruling of the County of Weld. Section 9.09. Tanks. No tanks which extend above the ground shall be erected, placed or permitted upon any Lot. Section 9.10. Storage and Trash. All equipment, garbage cans, service yards, wood piles, or storage piles shall be kept screened by adequate planting or fencing so as to conceal them from view of Bridle Paths, neighboring Lots and streets. All rubbish, trash or garbage shall be regularly removed from the property, and shall not be allowed to accumulate thereon. All weeds must be cut back to a maximum height of twelve (12) inches. Section 9. 11. Temporary Structures. No structure of a temporary character nor any trailer, mobile home, basement, tent, shack, garage, barn or other outbuilding shall be used on any Lot at any time as a residence either temporarily or permanently. 14 22:39) Section 9.12. Signs. The construction or maintenance of billboards, "for rent" or "for sale" signs larger than six (6) square feet and posterboards or advertising structures of any kind on any Lot in the Properties is prohibited, except on outlots and on Lots belonging to First Capitol Corporation. Section 9.13. No Campers and Trailers. No campers, mobile homes, trailers or other similar recreational equipment, and no tractors, horse trailers, commercial equipment, or similar vehicles shall be kept or maintained on any Lot or on any street in the Properties unless specifically permitted in writing by the Architectural Control Committee. Section 9.14. No Drilling or Mining. No oil or gas drilling, oil or gas development operations, oil refining, quarrying or mining operation of any kind shall be permitted upon or in any Unit, nor shall oil or gas wells, tanks, tunnels, mineral excavations, or shafts be permitted upon or in any Unit. No derrick or other structure designated for use in boring for oil or natural gas shall be erected, maintained or permitted on any building Lot. Section 9.15. Septic Tanks. Unless otherwise approved by the Architectural Control Committee, no septic tank or field system shall be nearer than forty (40) feet to any side Unit line of any Unit. Section 9. 16. Trees and Garden Area. The general plan of landscaping for each Unit referred to in Article II, Section 2.02 hereof, shall include assurance satisfactory to the Architectural Control Committee that at least two (2) evergreen trees with a minimum height of eight (8) feet and at least two (2) deciduous trees with a minimum caliper of one inch shall be planted within nine (9) months after the residence is constructed. No tree or trees, whether now or hereafter grown upon any part of the subject property, shall be cut down without prior written approval of the Architectural Control Committee, provided however, that this restriction shall not apply unless such tree is more than two (2) inches in caliper as measured one foot above grade, and provided further that this restriction shall not be construed to limit in any way reasonable trimming of any trees within the Properties. A family garden not to exceed 1, 000 square feet is permissible, but no additional ground shall be broken for farming purposes. Section 9.17. Domestic Water Wells. Individual domestic wells are prohibited. Section 9. 18. Surface Water. All surface drainage, whether offsite or onsite, shall be permitted to freely pass through all Units as required in order to reach its natural destination. All natural drainage ways shall be maintained in their existing 15 conditions and/or capacity. No primary or secondary structures, fences or other obstructions will be allowed within the 100 year flow limits as shown on file with Weld County. Any rechannelization or regrading of Lots shall be such that the historic with the adjacent property owners. Section 9. 19. Natural Park. Outlots shown on the plat of Windsong Ranch are not intended for use by the general public, but rather dedicated to and is to be maintained by the Association as a natural park and Common Area for the exclusive use and benefit of the members of the Association. Section 9.20. Bridle Path Restrictions. Bridle paths as shown on the plats of the Properties are not intended for use by the Association for the exclusive use and benefit of the members of the Association. It is therefore the duty and the obligation of the Association to repair and maintain the Bridle Paths; and in the course thereof, the Association shall have the right and obligation to trim and cut branches from trees and bushes on adjacent Lots to the extent that they overhang or interfere in any way with the intended use of the Bridle Paths. The deed or dedications for the Bridle Paths are subject to utilize and drainage easements, and motorized vehicles shall be excluded therefrom except as may be reasonably necessary for construction, maintenance and repair of said utility and drainage easements or for general development work by Lind Land Company. No fencing or any other objects except utility or drainage use shall in any way obstruct the Bridle Paths or interfere with their intended use by equestrians. Section 9.21. Antennas. No exterior radio, short wave, television, satellite dish, or other type of antenna shall be installed unless approved by the Architectural Control Committee. Satellite dish requests must be submitted with a landscaping plan displaying proper screening from adjacent units. Section 9.22. Amendment of Land Use Restrictions. The right to amend, alter, or modify any part of this Article except as to the provision of Section 9. 17, is hereby expressly granted to the Architectural Control Committee for a period ending December 31, 1995. Thereafter, such right can only be exercised by members of the Association as provided in Article XI, Section 11. 02 below. Section 9.23. Fences. Within one (1) year from the date an Owner acquires a parcel from the Declarant, such Owner shall cause to be professionally installed, a green-tinted three (3) rail, tenon-jointed pole fence along the entire front boundary of such Owner's Parcel. If any Owner desires to install any fence within one hundred fifty (150) feet of the front boundary of any Parcel, such fence shall be of the type and nature described above and shall be approved in writing by the Architectural Control Committee. All fences installed by an Owner along the front 16 921033 boundary, or within 150 feet of the front boundary, shall be left in its natural condition and no Owner shall paint or otherwise alter the natural condition of the fence. No Owner of a Parcel shall fence any portion of his Parcel within the Open Areas. For the purposes of this provision, the "front" of each Parcel shall be that portion of the Parcel adjoining a county road or the Private Road. In the event the Owner of a Parcel fails to install the fence as described in this Section 9.23 within one (1) year from the date the Owner acquires the Parcel from the Declarant, the Association shall have the right, but not the obligation, to install such fence along the front of such Owner's Parcel and impose a Reimbursement Assessment upon such Parcel for the payment thereof. For purposes of this provision, the Owner of such Parcel shall be deemed to have granted a licenses and easement to the Association to enter upon such Owner's Parcel for the purpose of installing such fence. Section 9.24. Nuisance. Nothing shall be done or permitted on any land unit which is or may become a nuisance. No obnoxious or offensive activities shall be conducted on any land unit. Recreational use of all-terrain vehicles, motorcycles, snow mobiles and similar vehicles or equipment on a land unit shall be kept to a minimum. ARTICLE X Easements and Licenses Section 10.1. Recording Data. All easements and licenses to which the Unit is presently subject are recited in Exhibit A. In addition, the Unit may be subject to other easements or licenses granted by the Declarant pursuant to this Declaration. Section 10.02. Developer's Reservations. An easement right- of-way is reserved over and across dedicated outlots and the Bridle Paths by and in favor of Lind Land Company for purposes of developmental work which shall include the right to erect temporary buildings and fences to store any and all materials which easement and right of way shall terminate and expire at such time as Lind Land Company relinquishes its interest in the Architectural Control Committee as provided in Article VI, Section 6.01 above. ARTICLE XI General Provisions Section 11.01. Enforcement. The conditions, covenants, restrictions and reservations contained in this Declaration shall run with the land, and be binding upon and inure to the benefit of the Owners of every part and parcel of the Properties, including outlots and the Common Areas. These conditions, covenants, 17 3Ai .93:3 restrictions and reservations may be enforced as provided hereinafter, and pursuant to all the rights and powers granted by the Act, by each Owner, as well as by the Architectural Control Committee or the Association with each of the latter two acting for themselves and as trustee on behalf of the Owners. Each Owner, by acquiring an interest in the property, shall be conclusively deemed to appoint irrevocably the Architectural Control Committee and the Association as the Owner's trustees for such purposes. Violation of any condition, covenant, restriction, or reservation herein contained (e.g. , if a structure is built without prior approval or if irrigation exceeds the limits set by this Declaration) shall give to the Association, the Architectural Control Committee and to the Owners, or any of them, the right of bringing proceedings in law or equity against the party violating any of the said covenants, conditions, restrictions, and reservations, to enjoin the party from so doing, to cause any such violation to be remedied, and to recover damages, including attorneys fees, resulting from such violation. In addition, violation of any such covenants, conditions, restrictions and reservations shall give to the Architectural Control Committee, acting as the trustees, the right to enter upon the premises and abate, remove, modify or replace at the expense of the Owner thereof any structure, thing or condition that may exist thereon contrary to the extent and meaning of the provisions hereof; provided, however, that nothing contained herein shall give the right to enter upon the premises of any Owner without due process of law. Every act, omission of act, or condition which violates the covenants, conditions, restrictions and reservations herein contained shall constitute a nuisance and every remedy available in law or equity for the abatement of public or private nuisances shall be available to the Owners, Architectural Control Committee and the Association. All such remedies shall be cumulative and not exclusive Any expenses, including attorney fees, incurred by the Architectural Control Committee or the Association by virtue of this Section, shall become an Assessment against such Owner, and the Association may proceed according to the provisions for collecting Assessments as set by this Declaration of Covenants. In any legal or equitable proceeding to enforce the provisions hereof or to enjoin their violation, the party or parties against whom judgment is entered shall pay the attorneys' fees of the party or parties for whom judgment is entered in such amount as may be fixed by the court in such proceedings, and such attorney fees may be assessed as above provided. The failure of the Owners, Architectural Control Committee or the Association to enforce any of the conditions, covenants, restrictions or reservations herein contained shall in no event be deemed to be a waiver of the right to do so for subsequent 18 violations or of the right to enforce any other conditions, covenants, restrictions or reservations, and the Owners or the Architectural Control Committee_ shall not be liable therefor. Any enforcement action or abatement proceeding under this Section shall be deemed timely taken or filed if commenced with three years of first notice to the party enforcing these covenants unless a shorter time is established by law. Section 11.02 . Duration and Amendment. The covenants and restrictions of this Declaration shall be in effect until , after which time said covenants shall be automatically extended for successive periods of ten (10) years. Subject to the provisions of Article X Section 10. 03 above, the covenants and restrictions of this Declaration may be amended prior to , by an instrument signed by not less than eighty percent (80%) of the Owners, and thereafter by an instrument signed by not less than seventy-five percent (75%) of the Owners. Any such amendment shall be duly recorded. Section 11.03. Notices. Any notice required to be sent to any Owner under the provisions of this Declaration shall be deemed to have been properly sent when mailed, postpaid, to the last known address of the party who appears as Owner on the records of the Association at the time of such mailing. Section 11.04. Severability. Invalidation of any provision of these covenants or restrictions by judgment or court order shall not affect any other provision which shall remain in full force and effect. IN WITNESS WHEREOF, the undersigned, Lind Land Company, Corporation, herein, has hereunto set its hand and seal this day of , 1992. LIND LAND COMPANY By: President ATTEST: Secretary 19 93 STATE OF COLORADO) )ss. COUNTY OF WELD ) The foregoing instrument was acknowledged before me this day of _, 1992 , by Martin Lind, as President, and as Secretary of Lind Land Company, a Colorado corporation. Witness my hand and official seal. My commission expires: Notary Public 20 3,2113 3 WINDSONG RANCH PUD DRAINAGE REPORT PREPARED FOR : WELD COUNTY, COLORADO PREPARED BY: TUTTLE APPLEGATE, INC. 11990 GRANT STREET - SUITE 410 DENVER, COLORADO JOB NO: 92-102 July 28, 1992 9., 99® This drainage report was prepared by myself or under my responsible charge and is believed to represent the true conditions on the site to the best of my knowledge . Signed: (S E A L) Mike Applegate, Colorado P .E. 15791 9230913 WINDSONG RANCH PUD MASTER DRAINAGE PLAN Introduction The Windsong Ranch PUD is an 18 lot development project located in Weld County, Colorado. It is sited in the Northeast corner of Section 8 , Township 5 North , Range 67 West . The property is bounded on the east by Weld County Road 17 and on the north by the tracks of the Great Western Railroad . There are no major drainage-ways in the area and no existing storm drainage facilities . The property does contain two small SCS sediment retention dams on site that will be incorporated into the project. Property Description The property is located in a rural portion of the County and has no immediately adjacent developments . Historically it has been used as agricultural land . Ground cover was seasonal with crops coverage being limited to the growing season and the remainder of the year being spent as plowed ground . The total size of the development project is 47 . 04 acres There are no major drainage-ways or irrigation facilities located on the property or adjacent to the property where they could either impact or be impacted by the project . The proposed land use is a low density 18 lot PUD with provision for horse pasture and riding trails . Methodologv The Rational Method was used to calcualte peak flows in the basins . All basins were less than 90 acres which would meet the criteria normally used for this archaic procedure. The equation detention method was used for sizing detention ponds . This procedure is an algebraic method that generally is considered conservative in terms of specifying oversized detention ponds . It was deemed apprpriate for this project . Drainage Basins and Sub Basins There are no planning documents for this area with respect to storm drainage for this property . It does not lie within any major floodplain nor are there any major drainage-ways flowing through the property. There are no nearby irrigation facilities that need consideration in this report . 931093 v • • R 67 W I . s 1 I \.. `\ `\~� :32 .9a- \�; \ 33 7 ---------------rt).j ; ) ) \ ,'\ \'‘\N...---.. . I ( T 6 N� � /J \ N\. �r� .,' _, • q�67 I. C c r"�- 4920 s ` ti. V T /r 1 . T5N Ij�/ ., / �_.90G \\.�. 1 MCP ` 0- f 7- ' 5 ' \*., ' - •--- \V ly, N. ,:/___:///to____:" '')\\n, \ `. 1' .,‘ I \ fr I 0.. ___ 1/4 ,..ft2..)1/4f( C.\\L) ,,-;7"- •(( /fp( vi,--..).` i ' ,- , • 1 t 111. °I:ham,N .\ \\ � 4991-\ (-- AT 1 // /� t � \ \ \ L�,�� \ 49< � — , - , , 9- SITE. ` . • ..910 c\iJ \ �� S \ �_j ' C-- - �.1 �r CV-_ -_ •_ V�a \ \ 'GJ\ r m ! !1. ,fl-�1_ A �a . ,5-->,\\ �1 ' IdeAjr \ 1958 -_-`� • /^ 1 v �.� �, �v of , i H •:- 34 1 A " (-/- 1 sots 16 O0 2000 \ VVINDSONG RANCI-L . ED 1'-2000' _�,,� Pi 093 TUTTLE APPLECATE VICINITY MAP INC�� cwtJ ws 1. �■nwR Land. .o...r . o= 11990 Grant Street, Suite 110 Denver,Colorado 60231 Storm Drainage Design Criteria Page 3-6 0 m -- wu... ■ C■ww-■ - - - -- =.a n. CI IEE _ sumiliparain, II ige- o ..mom._ ■" ii.• ISIS o II,,,, i 11ssl,i ■ ! I ■ mo1 _.J _ w...■..l e1e•a•..•all..(n( O , -..■_.■lu... .npni.iii•rrrii= o _. 11111111111 IT II r- a u■ .w I it = _.- 1„111111„111 �� i 1iiI�s _ itiol s. ' _, 1 ,1,1111111,1 f tl Ai i!H1ii■ N OWE MAW : MO Cr) Z r' '■rill,ions IENIO = wi■■.akil Cnn....::r• .� .n:i z: iC— to :- LLI ■ PVII,1,a'i,rnul mom z "wiii�•' i ■ ■I ..a , IMO ......en Roumania m■ ...a...r■ o Z -;IIlIIIII FA 1!11 ,IIIIIiilt! ~ ix E sii;--gi° inirAi,i iiii••i !!!IJl,iliiI Ilili!illiliUI • "s2U'Asa1/ u11/u, „r F . p' r ra ril ►i„I►�I--S..—. r�r:rr �■■..w. NIIIMMPROMIN ,t i• ►... . ■■ ■: ....MOM ■.r ............ - .-,-... l..,AISNE. -•lic,ammtra um MMMMM on e eOPPIAMP =E.:: A niiiiiinlmm. .. _ —p p-,, iU .... .. alai: mom z s1:. - . - 0 m in d in N r r 0 af10H did S3HONI - NOllVlldl33dd cp 91.098 erxyr leering The property is located relatively high within approximately one mile of a drainage divide. Offsite drainage that impacts the property consists of approximately 44 acres of agricultural land that lies within 2 , 100 feet of the south boundary of the property . The majority of the drainage will continue to be routed through the property in an existing drainage-way that outlets to the Great Western Railroad ROW as shown on Plate 1 of the drawings . A portion of the drainage flows north in a smaller sub-basin that borders Weld County Road 17 . This drainage will also continue to be routed as it was historically to a 30" CMP that drains under the county road to the east . This culvert is located at the northeast corner of the property as shown on Plate 2 . Drainage Facility Design General Concept The proposed development on the site will be designed to keep drainage patterns and storm water discharges from the property at historic levels . Drainage patterns will remain relatively equivalent to historic conditions . The overlot grading that will be done will continue to route on-site flows to historic discharge points . One exception to this concept would be Basin 4 under historic conditions . This basin currently discharges to the north in a sheet flow condition onto the Great Western Railroad ROW. The proposed grading plan would route all flows in this sub-basin to the west where the proposed detention ponds will be constructed . These ponds discharge to the same basin as Sub-basin 4 . However , this concept will result in a slight lagging of flows from basin 4 and the potential of catching sediment in the detention ponds . The proposed development will increase impermeable surfaces on the property and cause a resultant increase in volumes and peak flows . This will be mitigated through the use of detention ponds to attenuate flows . There will be a slight increase in volumes discharged from the property, however, this will not result in an increase in peak discharges nor will it cause any damage to downstream property . Any future development in the area would be expected to comply with the same standards, therefore no increase in off-site flows is expected in the future. The proposed drainage plan does not propose to incorporate any irrigation facilities into the plan for routing of flows . The design flows that were examined for this project are the 5 year and 100 year events . Specific Details 921099 Critical design points for the project are shown on Plate 2 for developed conditions . There are five design points that were defined as follows : Design Point Description A Culvert under entrance road from County Road 17 B Outlet from Detention Pond at north corner to 30" cmp under County Road 17 C Culvert under western access road in bottom of existing drainage-way D Culvert at northwest corner of loop road E Discharge from property at northwest side to existing culvert under Great Western Railroad Each of these design points is located at an existing or proposed culvert for the development. The attached appendix contains sizing information for each culvert . In some cases , oversize culverts are specified from a maintenance standpoint rather than capacity. The minimum culvert specified for this project will be an 18" dia. CMP . Flows from Basin 1 will be routed out of the county road ROW to the detention pond . An overflow weir will be graded into the borrow ditch to allow excess flows from offsite to not be routed through the pond during major storms . Minor offsite drainage would flow through the detention pond and thus allow a small benefit of catching sediment normally routed through the culvert under county road 17 . All drainage on the property will be collected in minor drainage ditches located on both sides of the roadways . Flows will be routed to natural drainage-ways or in some cases to swales created along lot lines for conveyance. This occurs between lots 10 and 11 . Maintenance of all drainage easements will be accomplished with mowing along the roadways . It is anticipated that all drainage swales and borrow ditches will be grass lined channels . All culverts will be located within ROW' s or outlots . Drainage Swales On-site There will be several minor drainage swales graded onto the property to contain on-site drainage . One swale will be located on the centerline of lots 10 and 11 and will flow to the northwest to the edge of the property . It will intercept another drainage swale that follows the northerly property boundary and catches flows approximately 700 feet to the east . This swale will eliminate most of the sheet flow that historically left the property uncontrolled onto the Great Western Railroad ROW. All flows in this swale will be routed to the west into Detention Pond 1 . The total 100 year flow will be approximately 16 cfs by the time it reaches the detention pond. 9z1998 Velocities in the swales can reach speeds of 5 feet/sec during a 100 year storm. The minor swale along the north border of the property will have a velocity of ? feet/sec. The confluence of the Lot 10- 11 swale with the northern border swale will require some channel protection . In this area, it is recommended that the berm height increase by 2 feet and that a D50 riprap of 9" be used 5 feet upstream and 10 feet downstream of the confluence. Detention Pond Sizing Detention storage will be located in two areas on the property . The primary facility will be located in the existing drainage-way on the western side of the property . There is an existing SCS pond in this area that will be reconstructed and used for detention . The outlet structure will consist of a concrete inlet sized for orifice flow at the five year storm and an overflow to handle up to the 100 year event. The equation detention method was used in conjunction with the Rational Method peak flow calculations . This method generally calculates larger volumes than a normal flood routing procedure , but was deemed appropriate for the area, given the future development that will occur . Detention pond 1 is located towards the northwest corner of the property and will catch drainage from basins 3, 4 , 5 , and 6 . All of the off-site flows will be routed through the ponds , but will not be contained. Detention Pond 1 has a maximum release rate of 25 . 8 cfs . and will have a volume of 2 . 1 acre feet (91 ,400 cubic feet) . Detention Pond 2 is located at the northeast corner of the property and will route flows through the 30" culvert under Weld County Road 17 . This pond catches drainage from basins 1 and 2 and will also catch some minor drainage from off-site basins upstream of the property. This pond is sized for a maximum release rate of 11 . 7 cfs and a detention volume of 0 . 96 acre-feet (41 , 647 cubic feet) . Conclusions and Recommendations The following conclusions and recommendations are offered from this drainage study an design report . 1 . The project site is located on agricultural land that has historically drained to the north and east . Peak flows and volumes calculated for the historic basins appear to be within reasonable ranges for this type of property . 9ct2093 2 . The developed conditions for the property will increase impermeable areas and consequently increase the peak flows and volume of runoff from the property . Although the increase is relatively small , it is recommended that detention be used to attenuate the flows . 3. The proposed volume of detention storage for each of the sites will keep runoff and peaks within historic limits and thus prevent offsite impacts due to the project . Two detention ponds should be used on the property . The primary pond located in the existing drainage-way should be sized for on-site flows with an emergency spillway to route off-site flows over the dam. 4 . The second detention pond will be designed to handle flows from Basins 1 and 2 plus minor drainage from off-site properties upstream of the project. The design is not intended to relieve any upstream developers from their detention obligations. 5 . The culvert sizing that has been done uses a minimum size of 18" for maintenance considerations . All culverts are assumed to be inlet controlled due to the fairly steep slopes on the property . All culverts will be placed with a minimum 2% grade through the culvert to maintain velocities for flushing out sediment . 921093 HISTORIC CONDITIONS 92109°.3 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF TIME OF CONCENTRATION CALCULATIONS HIGH LOW BASIN AREA LTD POINT POINT SLOPE NO . ( ACRES ) ( FT ) ( EL . ) ( EL . ) ( a ) 1 53 .01 3 ,050 4 ,960 4 ,866 3 .08 1A 34 .48 2 ,200 4 ,960 4 ,890 3 . 18 3 6 .94 1 ,000 4 ,927 4 ,900 2 .70 4 21 .77 1 ,280 4 ,930 4 ,880 3 .91 5 20 .98 950 4 ,960 4 ,866 9 .89 5A 7 .98 1 ,780 4 ,960 4 ,905 3 .09 N OVERLAND TIME OF BASIN C5 Ti VELOCITY Tt CONCENTRATIO NO . COEFF . ( MIN ) ( FT/SEC ) ( MIN ) ( MIN ) 1 0 .10 28 0 .8 53 81 1A 0 . 10 27 0 .8 35 63 3 0 . 10 29 0 .8 10 39 4 0 .10 26 0 .9 14 40 5 0 .10 19 1 .6 5 24 5A 0 .10 28 0 .8 27 54 FILE NAME: 92102TCH.WK1 9211098 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF HISTORIC BASIN 1 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 .10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .00 acres BLDG/ROOF 0 .00 acres CONC/WALK 0 .00 acres LAWN/OPEN 53 .01 acres TOTAL 53 .01 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 . 10 0 .35 Tc ( MINUTES ) 81 RAINFALL INTENSITIES 1 .03 2 .01 ( INCHES/HR ) PEAK RUNOFF 5 .47 37 .28 ( CFS ) RUNOFF VOLUME 35 ,426 241 ,573 ( CUBIC FT ) WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF HISTORIC BASIN 3 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0.80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0.05 0. 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .00 acres BLDG/ROOF 0 .00 acres CONC/WALK 0 .00 acres LAWN/OPEN 6 .94 acres TOTAL 6 .94 acres RESULTANT CS C100 AGGREGATE COEFFICIENTS 0 .10 0.35 Tc ( MINUTES ) 39 RAINFALL INTENSITIES 1 .67 3 .44 ( INCHES/HR ) PEAK RUNOFF 1 .16 8 .36 ( CFS ) RUNOFF VOLUME 3 ,621 26 ,078 ( CUBIC FT ) 9 099 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF HISTORIC BASIN 4 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .00 acres BLDG/ROOF 0 .00 acres CONC/WALK 0 .00 acres LAWN/OPEN 21 .77 acres TOTAL 21 .77 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .10 0 ,35 Tc ( MINUTES ) 40 RAINFALL INTENSITIES 1 .65 3 .38 ( INCHES/HR ) PEAK RUNOFF 3 .59 25 .78 ( CFS ) RUNOFF VOLUME 11 ,479 82 ,505 ( CUBIC FT ) 921.099 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF HISTORIC BASIN 5 COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .00 acres BLDG/ROOF 0 .00 acres CONC/WALK 0 .00 acres LAWN/OPEN 20 .98 acres TOTAL 20 .98 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 . 10 0 .35 Tc (MINUTES ) 24 RAINFALL INTENSITIES 2 . 15 4 .63 ( INCHES/HR ) PEAK RUNOFF 4 .52 33 .98 ( CFS ) RUNOFF VOLUME 8 ,675 65 ,246 ( CUBIC FT ) 921999 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF OFFSITE FLOWS ONTO PROPERTY - HISTORIC BASIN 1A COEFFICIENT ELEMENT C2 C5 C10 C100 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 . 10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .00 acres BLDG/ROOF 0 .00 acres CONC/WALK 0 .00 acres LAWN/OPEN 34 .50 acres TOTAL 34 .50 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 . 10 0 .35 Tc ( MINUTES ) 63 RAINFALL INTENSITIES 1 .23 2 .45 ( INCHES/HR ) PEAK RUNOFF 4 .26 29.56 ( CFS ) RUNOFF VOLUME 21 ,470 148 ,976 ( CUBIC FT ) 9Z109-3 WINDSONG RANCH PUD 92-102 DRAINAGE REPORT 07/27/92 CMA RATIONAL METHOD STORM RUNOFF OFFSITE FLOWS ONTO PROPERTY - HISTORIC BASIN 5A COEFFICIENT ELEMENT C2 C5 C10 C1O0 ASPH/PAVE 0 .87 0 .88 0 .90 0 .93 BLDG/ROOF 0 .80 0 .85 0 .90 0 .90 CONC/WALK 0 .87 0 .87 0 .88 0 .89 LAWN/OPEN 0 .05 0 .10 0 .20 0 .35 LAND USE AREAS ( APPROX . ) ASPH/PAVE 0 .00 acres BLDG/ROOF 0 .00 acres CONC/WALK 0 .00 acres LAWN/OPEN 7 .98 acres TOTAL 7 .98 acres RESULTANT C5 C100 AGGREGATE COEFFICIENTS 0 .10 0 .35 Tc ( MINUTES ) 54 _ RAINFALL INTENSITIES 1 .37 2 .75 ( INCHES/HR ) PEAK RUNOFF 1 .09 7 .67 ( CFS ) RUNOFF VOLUME 4 ,720 33 ,124 ( CUBIC FT ) 922099 SUBSURFACE EXPLORATION REPORT PROPOSED WINDSONG RANCH P.U.D. WELD COUNTY, COLORADO JOB NO. 12925038 9" 1093 1 ierracon CONSULTANTS SE, INC. 1609 OakRidge Drive, Suite 101 Ft. Collins.Colorado 80525 13031 226-5611 July 28, 1992 Gerald F. Olson. PE. James A. Cunningham, PL C Fred Schoen.PE. Tuttle Applegate, Inc. Lester L Litton, PE 11990 Grant Street, #410 Northglenn, Colorado 80233-1122 ATTN: Mr. Gary Tuttle RE: Subsurface Exploration Report Proposed Windsong Ranch P.U.D. Weld County, Colorado Job No. 12925038 Mr. Tuttle: Enclosed, herewith, are the results of the limited subsurface exploration you requested for the referenced project. In summary, the subsurface soils encountered at this site consisted primarily of low plasticity silty lean clay. In our opinion, these materials could be used for direct support of the proposed pavements. The high silt content soils would be subject to strength loss and instability when wetted so that special care will be necessary _ during construction. Field percolation tests on the in-situ materials indicated percolation rates on the order of 12 to 17 minutes per inch. Based on those rates, it is our opinion sewage septic systems for the proposed residences could be installed in these soils. Geotechnical recommendations concerning design and construction of the roadways and the results of the field percolation tests are included in the attached report. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we can be of further service to you in any other way, please do not hesitate to contact us. Very truly yours, AMT&SE, INC. Lester L. Litton, P.E. Colorado No. 23957 AfrE Craig K. Denny, Pf.E. Colorado No. 27757 LLL/dmf Offices of The Terracon Companies, Inc. Geotechnical, Environmental and Materials Engineers Colorado. Denver, Ft. Collins • Iowa Cedar Falls, Cedar Rapids, Davenport. Des Moines, Storm Lake Illinois. Bloomington. Naperville, Rock Island • Kansas'. Lenexa,Topeka, Wichita ■ Minnesota St. Paul Missouri Kansas City • Nebraska'. Lincoln. Omaha • Oklahoma. Oklahoma City, Tulsa ■ Utah'. Salt Lake�City 7g QUALITY ENGINEERING SINCE 1965 J,4nr'i,i..YZ7 Terracon SUBSURFACE EXPLORATION REPORT PROPOSED WINDSONG RANCH P.U.D. WELD COUNTY, COLORADO Job No: 12925038 Date: July 28, 1992 INTRODUCTION The subsurface exploration for the proposed Windsong Ranch P.U.D. roadways has been completed. As a part of that exploration, four soil borings were advanced to depths of approximately 8 feet below present ground surface to develop information on soil and groundwater conditions. In addition, four sets of field percolation tests were performed at selected locations to establish percolation rates for use in design of leach fields for the proposed residential septic sewage systems. Individual boring logs and a diagram indicating the approximate boring locations are included with this report. We understand this project includes the development of an approximate 40-acre parcel located in the northeast quarter of Section 8, Township 5 North, Range 67 West, south of Windsor, Colorado. The development will include 18 lots for single-family housing. Paved access roads will be developed for the parcel and turn lanes will be added to Weld County Road 17 which borders the _ east side of the property. For the purposes of pavement design, we have assumed each lot will generate 11 automobile or light truck trips per day. In addition, it was assumed that three straight- axle trucks and three semi-trailer trucks would use the internal roadways and turn lanes each week. Small amounts of cut and/or fill, less than 2 feet, are expected to develop the site for the new roadways. 921033 Terracon Job No. 12925038 July 28, 1992 Page 2 The purpose of this report is to describe the subsurface conditions encountered in the borings, analyze and evaluate the test data and provide design and construction recommendations for the development roadways. In addition, the results of the field percolation tests completed at the site are presented in this report. EXPLORATION AND TESTING PROCEDURES The approximate boring locations were established in the field by - others. Those approximate locations are indicated on the attached boring location diagram. Surface elevations at those locations were estimated by Terracon personnel by plotting the approximate boring locations on a topographic site plan and interpolating from the plan contours. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used to make these measurements. The borings were performed with a truck-mounted, rotary type drill rig equipped with a hydraulic head employed in drilling and sampling operations. The boreholes were advanced using continuous flight augers and samples of the subsurface materials encountered were obtained using split-barrel sampling procedures in general accordance with ASTM Specification D-1586. In the split-barrel sampling procedure, a standard 2-inch O.D. split-barrel sampling spoon is driven into the ground by means of a 140-pound hammer falling a distance of 30 inches. The number of blows required to advance the split-barrel sampler is recorded and is used to estimate the in-situ relative density of cohesionless soils and, to a lesser degree of accuracy, the consistency of cohesive soils. All samples obtained in the field were sealed and returned to the laboratory for further examination, classification and testing. 92x993 Terracon Job No. 12925038 July 28, 1992 Page 3 Moisture content and calibrated hand penetrometer tests were performed on representative portions of the recovered samples. The calibrated penetrometer provides an approximation of the unconfined compressive strength of a cohesive or moderately cohesive soil by measuring the sample's resistance to penetration of a small, spring-calibrated cylinder. Results of the above outlined tests are shown on the attached boring logs. Washed sieve analysis and Atterberg limits tests were performed on a representative portion of one near surface sample. The washed sieve analysis test provides an evaluation of the quantity of fines in a subgrade material. Atterberg limits test results are used to evaluate the plasticity of the fines and the results of those tests can be used to help estimate a soil's tendency to change volume with variation in moisture content. Results of the washed sieve and Atterberg limits tests are shown on the attached summary sheet. One Hveem stabilometer R-value test was also performed on a representative portion of the proposed subgrade soil. The R-value test results provide an indication of the remolded strength of subgrade soils and the Hveem stabilometer R-value is used in design of pavements. Results of that test are shown on the attached summary. As a part of the testing program, all samples were examined in the laboratory by an engineer and classified in accordance with the attached General Notes and the Unified Soil Classification System, based on the soil's texture and plasticity. The estimated group symbol for the Unified Soil Classification System is shown in the appropriate column on the boring logs and a brief description of that classification system is included with this report. 921093 Terracon Job No. 12925038 July 28, 1992 Page 4 SITE AND SUBSURFACE CONDITIONS The proposed Windsong Ranch development will be located west of Weld County Road 17 , approximately three miles south of Windsor, Colorado. The site is on an upland area overlooking the Cache La Poudre River. Surface drainage is generally to the north and east towards the river valley. A maximum difference in ground surface elevation across the site on the order of 10 feet is indicated on the contour map. The site is covered by sparse vegetation and is currently used as pasture. No evidence of prior building construction was observed at the site by our drill crew. Field logs of the materials encountered during drilling were prepared by the drill crew. These logs contain descriptions of the recovered samples based on visual and tactual field observations and also contain the driller's interpretation of subsurface conditions between samples. The boring logs included with this report represent an interpretation of the field logs and may contain modifications based on engineering evaluation and the results of the laboratory testing. Based on the results of the field borings, subsurface conditions can be generalized as follows. Approximately 4 to 6 inches of vegetation and/or topsoil was encountered at the surface at the boring locations. The topsoil was underlain by stiff to very stiff lean clay containing a relatively high percentage of silt. Those soils extended to the bottom of borings B-2 and B-3 at depths of approximately 8 feet and to depths of 5 to 7 feet in borings B-1 and B-4 . In borings B-1 and B-4, the cohesive materials were underlain by silty fine sand with varying amounts of clay. The essentially granular materials extended to the bottom of those borings at depths of approximately 8 feet. Similar near surface silty lean clay was observed in the auger cuttings from the percolation test holes. Those borings were 921093 Terracon Job No. 12925038 July 28, 1992 Page 5 terminated at depths on the order of 30 inches in the predominately cohesive materials. The stratification boundaries shown on the boring logs represent the approximate location of changes in soil types; in-situ, the transition of materials may be gradual and indistinct. WATER LEVEL OBSERVATIONS Observations were made while drilling and after completion of the borings to detect the presence and level of groundwater. No free water was observed in any of the borings either during or immediately after their completion. Based on the lack of free water and on the relatively low moisture contents of the recovered samples, it is our opinion the borings terminated above the hydrostatic groundwater level at the time the drilling was completed. Fluctuations in groundwater levels can occur based on variations in hydrologic conditions and other conditions not apparent at the time of this report. The installation of piezometers and/or monitoring wells which are sealed from the influence of surface water would be required to more accurately evaluate groundwater conditions. ANALYSIS AND RECOMMENDATIONS In our opinion, the site materials could be used for direct support of the planned roadways. All existing vegetation and/or topsoil should be removed from beneath the pavement areas. After stripping and completing all cuts and prior to placement of any fill or pavements, we recommend the in-place soils be scarified to a minimum depth of 9 inches, adjusted in moisture content and compacted at least 95 percent of the material's maximum dry density as determined in accordance with ASTM Specification D-698, the 921093 93 Terracon Job No. 12925038 July 28, 1992 Page 6 _ standard Proctor procedure. The moisture content of the scarified soils should be adjusted within the range of -2 to +2 percent of standard Proctor optimum moisture. Fill required to develop the pavement subgrade should consist of approved, low-volume change material, free from organic matter and debris. Normally, soils with a liquid limit of 40 or less and a plasticity index of 15 or less can be used for low-volume change fill. The near surface silty lean clay could be used as fill materials beneath the roadways. We recommend those fill materials be placed in loose lifts not to exceed 9 inches thick, adjusted in moisture content as recommended for the scarified subgrades and compacted to at least 95 percent of the material's standard Proctor maximum dry density. The top 9 inches of the pavement subgrade, whether scarified in-place soils or newly placed and compacted fill, should be compacted to at least 98 percent of standard Proctor density. The site soils have relatively high silt contents and it is anticipated those materials would be subject to strength loss and instability when wetted. If the subgrades become saturated prior to placement of the overlying pavement structure, instability of those subgrades would likely occur. Stabilization of the subgrades through the addition of Class "C" flyash or Portland cement could be considered to reduce the potential for instability during construction. Stabilization of the subgrades would also reduce the potential for pumping of fines into the aggregate base and/or through pavement cracks. We would be pleased to provide additional information regarding stabilization of the pavement subgrades, if desired. A Hveem stabilometer R-value of 10 was determined for the remolded sample of site materials. Based on Colorado Department of 91:1093 093 Terracon Job No. 12925038 July 28, 1992 Page 7 Transportation correlations, a resilient modulus value of 3562 was used for the design. An estimated traffic volume involving approximately 200 automobiles or light trucks per day (11 trips per lot) was used in evaluating the new pavements. In addition, it was anticipated that three straight-axle trucks and three semi-trucks would use the turn lanes and roadways each week. A 20-year project life was used for the roadway design. The 1986 AASHTO "Guide for Design of Pavement Structures" was used to help evaluate the pavement sections for the development roadways. A reliability of 85 percent was assumed for the development traffic. It was anticipated a serviceability loss of 2 . 5 could be tolerated for the low-volume roadways. Based on that evaluation, we recommend the site roadways consist of 3 inches of asphaltic concrete underlain by at least 8 inches of aggregate base. As an alternative, development roadways consisting of 5 inches of non-reinforced Portland cement concrete could be considered. The 5-inch section of concrete is recommended based on commonly accepted practice for minimum pavement sections for concrete roadways. Asphaltic concrete used for the roadways should be consistent with Colorado Department of Transportation standard specifications for Class C or CX blends. The aggregate base should be consistent with Colorado Department of Transportation recommendations for either Class 5 or Class 6 aggregate base. The aggregate base should be placed and compacted as recommended for the subgrade soils. Regarding Portland cement concrete for use in the roadways, if used, we recommend the Portland cement concrete have a minimum compressive strength of 3 , 500 psi at 28 days and that that material be air entrained. The recommended pavement section is based on a non-reinforced concrete section. - 9('?s093 Terracon Job No. 12925038 July 28, 1992 Page 8 Positive drainage should be developed across and away from the pavements to reduce the potential for wetting of the pavement subgrades. As indicated previously in this report, the site soils are subject to strength loss and instability when wetted. Wetting of the pavement subgrades could result in premature deterioration of the pavements. In addition, the site soils are subject to frost heave so that development of positive drainage will be particularly important during cold periods of the year. Field percolation tests were performed at four locations on the site. Those tests were performed in three 6-inch nominal diameter test holes at each of the percolation test locations. The percolation test holes were approximately 32 inches deep and were presoaked for approximately 24 hours prior to testing. Results of those percolation tests are shown on the attached summary sheet. As indicated on the summary, percolation rates of 12 to 17 minutes per inch were observed for the site materials. These percolation rates fall within parameters which are commonly found suitable for use of leach fields for septic systems. It is our opinion those systems could be used at this site. GENERAL COMMENTS The analysis and recommendations presented in this report are based upon the data obtained from the soil borings performed at the indicated locations and from any other information discussed in this report. This report does not reflect any variations which may occur between borings or across the site. The nature and extent of such variations may not become evident until construction. If variations appear evident it will be necessary to re-evaluate the recommendations of this report. 921098 Terracon Job No. 12925038 July 28, 1992 Page 9 _ It is recommended that the geotechnical engineer be retained to review the plans and specifications so that comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. It is further recommended that the geotechnical engineer be retained for testing and observation during earthwork and construction phases to help determine that the design requirements are fulfilled. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied are intended or made. In the event that any changes in the nature, design or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report modified or verified in writing by the geotechnical engineer. u ri.39S T GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS : Split Spoon - 1%' I.D., 2" O.D., unless otherwise noted PS : Piston Sample ST : Thin-Walled Tube - 2" O.D., Unless otherwise noted WS : Wash Sample PA : Power Auger FT : Fish Tail Bit HA : Hand Auger RB : Rock Bit DB : Diamond Bit - 4", N, B BS : Bulk Sample _ AS : Auger Sample PM : Pressuremeter HS : Hollow Stem Auger DC : Dutch Cone WB : Wash Bore Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch OD split spoon, -- except where noted. WATER LEVEL MEASUREMENT SYMBOLS: WL : Water Level WS : While Sampling WCI : Wet Cave In WD : While Drilling DCI : Dry Cave In BCR : Before Casing Removal AB After Boring ACR : After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate deter- mination of ground water levels is not possible with only short term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil Classification is based on the Unified Soil Classification System and ASTM Designations D-2487 and D-2488. _ Coarse Grained Soils have more than 500/n of their dry weight retained on a #200 sieve; they .re described as: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are described as: clays, if they are plastic, and silts if they are slightly plastic or non-plastic. Major con- stituents may be added as modifiers and minor constituents may be added according to the relative proportions _ based on grain size. In addition to gradation, coarse grained soils are defined on the basis of their relative in-place density and fine grained soils on the basis of their consistency. Example: Lean clay with sand, trace gravel, stiff (CL); silty sand, trace gravel, medium dense (SM). CONSISTENCY OF FINE-GRAINED SOILS: RELATIVE DENSITY OF COARSE-GRAINED SOILS: Unconfined Compressive N-Blowslft. Relative Density Strength, Qu, psf Consistency • S0-3 Very Loose < 500 Very Soft 4-9 Loose 500 - 1,000 Soft 10-29 Medium Dense 1,001 - 2,000 Medium 30-49 Dense 2,001 - 4,000 Stiff 50-80 Very Dense 4,001 - 8,000 Very Stiff 80+ Extremely Dense 8,001 -16,000 Hard > -16,000 Very Hard GRAIN SIZE TERMINOLOGY RELATIVE PROPORTIONS OF SAND AND GRAVEL Major Component Descriptive Term(s) Of Sample Size Range (of Components Also Percent of Boulders Over 12 in. (300mm) Present in Sample) Dry Weight Cobbles 12 in. to 3 in. Trace < 15 (300mm to 75mm) With 15 - 29 Gravel 3 in. to #4 sieve Modifier > 30 (75mm to 4.75mm) Sand #4 to #200 sieve RELATIVE PROPORTIONS OF FINES (4.75mm to 0.075mm) Descriptive Term(s) Silt or Clay Passing #200 sieve (of Components Also Percent of (0.075mm) Present in Sample) Dry Weight Trace < 5 With 5 . 12 Modifier > 12 • 1 rerraco Form 108—b.85 O.`S NIMOMMEMM S S Perc Test #4 - 4_ Perc Test #3 B-2 B-4 B-1 494- Perc 414- Test #2 Perc Test #1 B-3 O O r � BORING LOCATION DIAGRAM PROPOSED WINDSONG RANCH P.U.D. 9r,,�� WELD COUNTY, COLORADO Job # 12925038 Date July 1992 Drawn JAK/nts ) lerracon—� otm 104- 60 LOG OF BORING NO. B-1 Page 1 of I OWNER ARCHITECT/ENGINEER Tuttle Applegate, Inc. SITE NE 1/4; Section 8, T5N, R67W PROJECT Weld County, Colorado Windsong Ranch P.U.D. SAMPLES TESTS a ^ O Jil 21 i- I- 0 J U DESCRIPTION >- a Z \ a Z H I- S a C 0. 0 E R 0 1-00 H }a 0I IL Z W N D Y W 0.J 0 It ZI-QI p 0 D Z I- a lam E Oa DO It 0.3 4" Topsoil & Vegetation _ PA 7 CL 1 SS 10" 11 9.0 *9000+ SILTY LEAN CLAY JvIL Light Brown with Calcarious Deposits _ PA Very Stiff - G: 5.0 5- _ SILTY FINE SAND _ Yellow Brown SM 2 AS 7.3 — 8.0 Bottom of Boring THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES Calibrated Hand Penetrometer* BETWEEN SOIL AND ROCK TYPES: IN-SITU, THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-22-92 WL g None WD or WS = None AB 1 [err acon BORING COMPLETED 7-22-92 WL RIG CME-55 FOREMAN JY WL APPROVED LLL JOB # 12925038 21055 LOG OF BORING NO. B-2 Page 1 of 1 OWNER ARCHITECT/ENGINEER Tuttle Applegate, Inc. SITE NE 1/4; Section 8, T5N, R67W PROJECT Weld County, Colorado Windsong Ranch Y.U.D. SAMPLES TESTS O ^ x O 0 I I- W _ J O DESCRIPTION v y a Z\ a Z HI=- H N a W D W ILO ZZ as I- U co U. U FO H oLL URLL a W N D } W nJ O CU ZFW o 0 D Z I- R aim E DLL DWLL 0.5 6" Topsoil & Vegetation _ PA CL 1 SS l4" 14 8.9 •7500+ J L i SILTY f,F,AN CLAY Light Brown with Calcarious _ PA I Deposits _ 5_ CL 2 AS 15.5 l/�l 8.0 ^ML Bottom of Boring THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES Calibrated Hand Penetrometer* BETWEEN SOIL AND ROCK TYPES: IN-SITU, THE TRANSITION MAY BE GRADUAL. _ WATER LEVEL OBSERVATIONS BORING STARTED 7-22-92 WL 4 None WD or WS =None AB lierracon BORING COMPLETED 7-22-92 WL RIG CME-55 FOREMAN JY WL APPROVED LLL JOB # 12925038 9A11t093 LOG OF BORING NO. B-3 Page 1 of 1 OWNER ARCHITECT/ENGINEER Tuttle Applegate, Inc. SITE NE 1/4; Section 8, T5N, R67W PROJECT Weld County, Colorado Windsong Ranch P.U.D. SAMPLES TESTS o x ) O 0 1-03 IL H W J O DESCRIPTION ••• T C Z\ 5 W L I- H 0 C W ZZ a I- 0 ID R 0 1-O H 0 IL OM 0 O 7 Z I- C S. 0 Oa DWIL O 0.5 6" Topsoil & Vegetation — PA j —CL 1 SS 12" 14 8.4 *9000+ ML SILTY LEAN CLAY Light Brown PA Very Stiff — 5 _ j j 8.0 _CL 2 AS 83 ML Bottom of Boring THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES Calibrated Hand Penetrometer* BETWEEN SOIL AND ROCK TYPES: IN-SITU, THE TRANSITION MAY BE GRADUAL. _ WATER LEVEL OBSERVATIONS BORING STARTED 7-22-92 WL SZ None WD or WS T None AB lierracon BOILING COMPLETED 7-22-92 WL RIG CME-55 FOREMAN JY WL APPROVED LLL JOB # 12925038 921098 LOG OF BORING NO. B-4 Page 1 of 1 OWNER ARCHITECT/ENGINEER Tuttle Applegate, Inc. SITE NE 1/4; Section 8, T5N, R67W PROJECT Weld County, Colorado Windsong Ranch P.U.D. SAMPLES TESTS o • x r J I- I- 0 J O DESCRIPTION N II Z• a Z D 111 �I- H 2 C I- U E a 0 1-O N ).•U. 0r IL a w D D I}- R fall lO L Oa Ja1a O j 0.3 4" Topsoil & Vegetation PA — L 1 SS 15" 15 8.3 •8000+ %// L SILTY LEAN CLAY Light Brown _ PA Very Stiff _ Occasional Calcarious Deposits 5_ 4 d7.0 SILTY FINE SAND _SM 2 AS 11.5 8.0 Light Brown Bottom of Boring THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES Calibrated Hand Penetrometer* BETWEEN SOIL AND ROCK TYPES: IN-SITU, THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVATIONS BORING STARTED 7-22-92 WL g None WD or WS T None AB BORING COMPLETED 7-22-92 WL 1 [err MG CME-55 FOREMAN JY WL APPROVED LLL JOB # 12925038 921093 i TERRACON CONSULTANTS SE, INC. PROJECT: Proposed Windsong Ranch JOB NO: 12925038 Weld County, Colorado DATE: July 1992 SUMMARY OF PERCOLATION TEST RESULTS Average Percolation Rate (min/inch) Location Hole A Hole B Hole C Average Perc 1 9 .4 12.5 13 . 6 12 Perc 2 23 . 0 13 . 0 8. 6 15 Perc 3 15. 0 12 .5 9 . 1 12 Perc 4 15.8 10. 3 25. 0 17 Note: Percolation tests completed in approximate 6-inch diameter by 32-inch deep test borings presoaked for approximately 24 hours. • 11errac Form 101-1E] (C.: 3 ' 1 C OPr ii ON 4J CO• it • 9"31993 RESISTANCE R-VALUE AND EXPANSION PRESSURE OF COMPACTED SOIL ASTM - D 2944 CLIENT: TERRACON PROJECT: WINDSONG RANCH LOCATION OF SAMPLE: COMPOSITE SAMPLE SAMPLE DATA TEST SPECIMEN 1 2 COMPACTION PRESSURE - PSI 0 110 180 DENSITY - PCF 111 . 3 114. 3 117. 2 MOISTURE - . 17. 7 16. 4 13. 0 EXPANSION PRESSURE - PSI 0. 00 0. 12 0. 30 HORIZONTAL PRESSURE @ 160 psi 148 132 118 SAMPLE HEIGHT - in. 2. 54 2. 50 2. 47 EXUDATION PRESSURE - PSI 139 358 557 UNCORRECTED R-VALUE 5. 2 13. 1 20. 8 CORRECTED R-VALIJE 5. 2 13. 1 20. 2 R-VALUE AT 300 PSI EXUDATION PRESSURE = 10. 3 1 k1 L1 r --' _I10 - • LJ 80 J D= 4 n - it-- 1.1 inn 20 300 400 500 3RA 70n I;1_1t EXUDATION PRESSURE - psi EMPIRE LABORATORIE'=; INC . 921093 e , UNIFIED SOIL CLASSIFICATION SYSTEM Soil Classification Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Group ------_- -- ------ Group Namee Symbol Coarse-Grained Soils Gravels Clean Gravels Cu a 4 and 1 ≤ Cc < 3s OW Well-graded gravel' More than % retained on More than 50% of coarse Less than 5% finesc Cu < 4 and/or 1 > Cc > 35 GP Poorly graded gravel' No.200 sieve fraction retained on —_—_ --.No.4 sieve Fines classify as ML or MH GM Silty graver'G.H Gravels with Fines More than 12% fines° Fines classify as CL or CH GC Clayey gravel',G." Sands Clean Sands Cu a 6 and 1 ≤ Cc ≤ 3e SW Well-graded sand' 50% or more of coarse Less than 5% finesa ----'-- - - ---- - - - Cu < 6 and/or 1> Cc > 3s SP Poorly graded sand' fraction passes No.4 sieve Fines classify as ML or MH SM Silty santl° "'l Sands with Fines _. _. ---..- --- - ----More than 12% fines') Fines classify as CL or CH SC Clayey sand° H' Fine-Grained Soils Silts and Clays inorganic PI > 7 and plots on or above"A"line' CL Lean clay's,L.M --. 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line' ML Silt" M No. 200 sieve Liquid limit — oven dried Organic clay"-L,M'N organic -----. -_- < 0/5 OL -- - Liquid limit — not dried Organic silt"-L.m.0 Silts and Clays inorganic PI plots on or above "A" line CH Fat clay" L M Liquid limit 50 or more - - -- - PI plots below "A" line MH Elastic silt".L.M Liquid limit — oven dried Organic clay"'L.M'P organic ----- --- < 0.75 OH -- -- - - Liquid limit — not dried Organic silt".L M'0 — Highly organic soils Primarily organic matter,dark in color,and organic odor PT Peat °Based on the material passing the 3-in. E (D30)2 "If soil contains 15 to 29% plus No. 200, add (75-mm)sieve. Cu = D�ID10 Cc = D z D "with sand"or"with gravel",whichever is elf field sample contained cobbles or ' 1s 6o predominant. boulders,or both, add "with cobbles or If soil contains a 15% sand,add "with santl"to Ott soil contains ≥ 30% plus. No.200 group name.boulders,or both" to group name. predominantly sand, add "sandy" to group °If fines classify as CL-ML, use dual symbol GC °Gravels with 5 to 12% fines require dual name. symbols: GM,or SC-SM. MIf soil contains a 30% plus No. 200, GW-GM well-graded gravel with silt Hlf fines are organic,add "with organic fines"to predominantly gravel,add "gravelly" to group GW-GC well-graded gravel with clay group name. name. GP-GM poorly graded gravel with silt IIf soil contains a 15% gravel, add "with gravel" to Npl z 4 and plots on or above "A" line. GP-GC poorly graded gravel with clay group name. °Pl < 4 or plots below "A" line. °Sands with 5 to 12% fines require dual 'If Atterberg limits plot in shaded area, soil is a CL- vpl plots on or above "A" line. symbols: ML,silty clay. GPI plots below "A" line. SW.SM well-graded sand with silt SW-SC well-graded sand with clay SP-SM poorly graded sand with silt SP-SC poorly graded sand with clay 60 I I I I / For classification of fine-grained soils e / and fine-grained fraction of coarse- / 50 _grained soils -._- -- �(. f V> Equation of "A"'line �/ 4 Horizontal at PI = 4 to LL = 25.5. / �\� d then PI = 0/3(LL'20) `J/ 0+ „P 40 __- _ _ X - Equation of "U"-line /r'_ "' CD Vertical at LL = 16 to PI = 7, / G z then PI = 0.9(LL-8) / } 30 / F- U / CO 20 -- .. ---- /O _J / / /// c>"P MH OR OH 10 - / / 7 CL ML ML0HOL 4 I i 0 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) 9'1 98 11er _d Form 111--6-85 Hello