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Home My WebLink About1.0 ApplicationBEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted January 2, 1979 Section 2.02.01 (d) and 3.02.01 the undersigned respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolu- tion the division of S(T) acre tract of land into tracts of approximately (717 acres each, more or less, from the difinitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (a) - (d) and the Garfield County Subdivision Regulations for the reasons stated below: In support of this petition, the petitioner also submits the following: (a) Map drawn to scale showing proposed lot subdivision and access (b) Copy of deed (c) Vicinity Map (d) State on source of domestic water (e) Statement on method of sewage disposal f 100 year floodplain information where live stream crosses or adjoins said tract (g) Fee in the amount of $ (h) Evidence of the soil types Submitted at Glenwood Springs, Colorado, this 7/ day o �� , 19/6119// , Pe tio Telephone Number r • • BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted January 2, 1979 Section 2.02.01 (d) and 3.02.01 the undersigned darn Coo fspi. respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolu- tion the division of '54)vc acre tract of land into tracts of r8.eno:, s c approximately -2, a., 0. 74 acres each, more or less, from the difinitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (a) - (d) and the Garfield County Subdivision Regulations, for the reasons stated below: (3, vc 6)., Is -to Ft1'3� .--- ere.ANERV ' 4110‘ -4111r 0 r •Tc= 1?--- '1/4-`-kS e. lir t In support of this peti (a) (b) •N (c ) .." (d ) ce N�q(f)? (9) (h) Submitted at tion, the petitioner also submits the following: Map drawn to scale showing proposed lot subdivision and access Copy of deed Vicinity Map State on source of domestic water fr. ` :, Statement on method of sewage disposal :,�:� 100 year floodplain information where live stream crosses or adjoins said tract Fee in the amount of $5(.00 Evidence of the soil types • ‘,%4 �,z i is uo.1 S trptiLS Glenwood Springs, Colorado, this \ day of d,�‘ , 19 27 Petitioner r Mailing Address,, Lc•,r b0.4,0 e, 9,10,.3 963 Telephone Number NAME :�j_-(2) PURPOSE OF EXEMPTION= Q .� a EXEMPTION . _S ZONING: ,9`,e/,e0 QUALIFICATION FOR S.B. 35 WATER • DIV. OF WATER RESOURCES RESPONSE ,3 -may _,�,— SEWER: v5P,2) CHECK LIST: FEE PAID ($50 +1.00/acre for each parcel created under 35 acres) X MAP showing proposed lots and access _DEED X VICINITY MAP 100 yr floodplain info. X SOIL MAP ',7A3 IF community water, letter of approval from governing body COMMENTS: A ccs F /.r • • P. F13-3:7152 /;ALd (4,44P1tA-r+, Lot 0 44�'7# A tract of land situated in Lots 4 and 5 of Section 32, Township 7 South, Range 87 West of the 6th Principal Meridian, Garfield County, Colorado, lying southerly of and adjacent to the Northerly boundary line of said Lot 4 and being more particularly d'escribed as follows: Beginning at a point on the Northerly boundary line of said Lot 4 whence a Stone corner found in place for the Witness Corner to the Northwest Corner of said Section 32 bears S 89°49'14" W 1334.56 feet; thence N 89°49'14" E 200.00 feet along the Northerly boundary line of said Lot 4; thence S 12°57'26" E 451.24 feet; thence South 90.00 feet; thence West 200.00 feet; thence North 90,00 feet; thence N 12°58'30" W 450.63 feet to the point of beginning, containing 2.43 acres more or less and subject to and together with an access easement as construct- ed and in place. etiv Lot 1 A tract of land situated in Lot 4 of Section 32, Township 7 South, Range 87 West of the 6th Principal Meridian, Garfield County, Colorado, lying southerly of and adjacent to the Northerly boundary line of said Lot 4 and being more partic` arly described as follows: Beginning at a point on the Northerly boundary line of said Lot 4 whence a stone corner found in place for the Witness Corner to the Northwest Corner of said Section 32 bears S 89°49'14" W 1136.06 feet; thence N 89°49'14" E 202..tiq feet along the Northerly boundary line of said Lot 4; thence S 12°58'30" E 450.63 feet to a point on the South- erly boundary line of said Lot 4; thence West 301.40 feet along the Southerly boundary line of said Lot 4; thence N 00°17'59" W 438.92 feet to the point of beginning, containing 2.54 acres more or less and subject to and together with an access easement as constructed and in place. aLo A 'tract of land situated in Lot 4 of Section 32, Township 7 South, Range 87 West of the 6th Principal Meridian, Garfield County, Colorado, lying southerly of and adjacent to the Northerly boundary line of said Lot 4 and northerly of and adjacent to the Southerly boundary of said Lot 4 and being more particularly described as follows: Beginning at a point on the Northerly boundary line of said Lot 4 whence a stone corner found in place for the Witness Corner to the Northwest Corner of said Section 32 bears S 89°49'14" W 1136.06 feet; thence S 00°17'59" E 438.92 feet to a point on the Southerly boundary line of said Lot 4; thence West 198.80 feet along the Southerly bound- ary line of said Lot 4; thence N 00°17'59" W 437.87 feet to a point on the. Northerly boundary line of said Lot 4; thence N 89°49'14" E 198.80 feet to the point of beginning, containing 2.00 acres more or subject to and together with an access easement as construct place. t4.% 27 April 1981 Grt 14777 SURN RICHARD D. LAMM Governor DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street - Room 818 Denver, Colorado 80203 Administration (303) 839-3581 Ground Water (303) 839-3587 March 18, 1981 Garfield County Planning Dept. 2014 Blake Avenue Glenwood Springs, CO 81601 Re: Carlson Exemption Gentlemen: J. A. DANIELSON State Engineer We have reviewed the material submitted for the above referenced exemption application. The developer proposes to use wells for the water supply which would intercept ground water which is tributary to the Roaring Fork River at a point where there is still water available for appropriation. This office can issue individual domestic well permits to individual lot purchasers and we recommend approval of this proposal. Very truly yours, Hal D. Simpson, P.E. Assistant State Engineer HDS/GDV:pkr cc: Lee Enewold, Div. Eng. Land Use Commission Ralph Stallman M57/7 MAR 201981 G RF IELD O. t4 NICER 0 Z( i A S3mrn ano1NO3 r m G) m z N 0 NOLLVOIJISSV10 CIVO8 O 0 0l z rn 3 wva9VIG N011V001 EAGLE CO ASPEN 23 MI. 137 KM.) • • u +, r-1 0 r1 O C\ 0" O LI • c • E 4,4 0 rl t��_ o . c!-14,40 0 44 Itd a ° N 0 r Recorded at -.-.14-14.4 Reception No.23 .Q3O o'clocic.-.P.e...M-, --.-Qct..---19.,.--.1965.. S.w.... �.•... CC s3 Z7 Recorder. Pa, THIS DEED, Made this between Bo( 92L day of October , 1965 MUMBERT CERISE and LAURINE CERISE of the County of Garfield Colorado, of the first part, and and State of JOHN R. CARLSON and PORTIA A. CARLSON of the of Colorado, of the second part: County of Garfield and State FILING STAMP WITNESSETH, that the said party of the first part, for and in consideration of the sum of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION and other good and valuable considerations to the said party of the first part in hand paid by the said pare second part, the receipt whereof is hereby confessed and acknowledged, has granted, bargained, sold and cc and by these presents does grant, bargain, sell, convey and confirm unto the said parties of second par heirs and assigns forever, not in tenancy in common but in joint tenancy, all the following described lot parcel of land, situate, lying and being in the County of Garfield nr of Colorado, to -wit: S 1/2 SE 1/4 SW 1/4 and E 1/2 S 1/2 SW 1/4 SW 1/4, all in Section 29, Township 7 South, Range 87 West of the 6th P. M. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in a. appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits there( all the estate, right, title, interest, claim and demand whatsoever of the said party of the first part, either in equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, ur said parties of the second part, their heirs and assigns forever. And the said party of the first part, for hims, heirs, executors, and administrators, does covenant, grant, bargain and agree to and with the said parties second part, their heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in r and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales taxes, assessments and incumbrances of whatever kind or nature soever, EXCEPTING 1965 taxes and payable in 1966, and the above bargained premises in the quiet and peaceable possession of the said parties of the second pa survivor of them, their assigns and the heirs and assigns of such survivor, against all and every person or p lawfully claiming or to claim the whole or any part thereof, the said party of the first part shall and will WAR AND FOREVER DEFEND. The singular number shall include the plural, the plural the singular, and the use < gender shall be applicable to all genders. • IN WITNESS WHEREOF the said party of the first part has hereunto set his hand and seal the day anc first above written. Signed, Sealed and Delivered in the Presence of N� -DDCUh N.TARY STAMPS REQUIRE F COLORADO, of Garfield f' ' acknowledged before me this SE and LAURINE CE Cc URINE CERISE / day of October ISE , 19 . Witness my hand and or No. 921A. WARRANTY DEED.—To Joint a>llaesninthly, —Bdford-RobionCompany, lav' •If by natural person or persons here Insert name or names ; if by person actin, Attorney-in-fact, then insert name e. as executor attorney -in -fast or other oration then insert name of such* n.Sr officers, as the Dreatdent or other ofd" k«n,ni•ei eea*It* Hit. 113.4..1 fol.rtv„ne. II officers, ns., a,r�.,. t $. [c ,••••97Tra, 07. ria -V••••' • - .-•4•0.*.4-it'saza•••••144-ara',44 _ ma; Afff. • r - .••••••e,-,.4••••••••.•..att••• •••,40,e, -a•-•44. .4,33 . ;;• • -1,••• " • , • 4 4•.f c°444 111 • • f-1.-1".",Pi " 4 • 4 • .0 4 • pi , • ,17,77.77, '14t"" ..414‘ • "•". , ••-•`"` •,,31.- • .7,7 • • 4 • 0:41, u.4.1 77g477-csiA t.,Pre- At, • ••••• - • t • f . •"•11 .45 74".!,15.1•:0 clit'teI • _ 1 '1.• , er, u • _ 4 . .• • • "4 fir 71.1- ' • AY - c4a.. .1 -fl%, "It •••• tt! -•:`,"Y;f4 " • " " • t •-jr• ••••,^71",'"' =7.97- ." - •••,, , "-_ •••-• ‘„,,,..-••14•••••• • 411M1103,117:.-71 -,1•••••1+4.4. ma' a•••••.314."..4•44-434 • M SCS -228 (8-66) OUR SOI. * OUR STRENGTH • CONSERVATION P• MAP UNITED STATES DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE cooperating with a , Conservation District Owner Plan No Date Operator Scale Acres Approximate Photo No County State r1.11) Uull NO. 7�F SOIL CUARACTER1. C:; 410 Depth to Bedrockshallow over gypsiferous bedrock Texture Surface Subsoil Substratum Unified/AASIIO Classification: Permeability (below 2 feet) : Percent Coarse Fragments (gravel, cobble, stone) Soil Reaction (pH) Shrink-Swell.Potential Potential Frost Action" (surface) Flood Hazard. Hydrologic Group Corrosivity - Steel - Concrete DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields loam, silt loam . randy loam, silt loam woathored gvpsiforous bedrock ML, SM; A-4 essentially 0; moderate above 2 feet 5 to 15 percent 7.4 - 8.4 low : low : none C : high : high S - stoop slopes, depth to rock Sewage Lagoons : S Sanitary Landfill - Trench - Area - steep slopes, depth to rock : S - depth to rock, steep slope:; 3 - steep slopes Shallow Excavations Dwellings w/basements w/o basements Local Roads and Streets SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill Topsoil Sand (:ravel S - depth to rock, steep slopes : S - stoop slopes, depth to rock : S - steep slopes, depth to rock S - steep slopes, depth to rock Poor - steep slopes, thin layer Poor - steep slopes, thin layer 'Unsuited TJnsuit.:e d Roadfill poor - stoop slopes, thin layer • OTHER SOIL FEATURES This soil has a high content of gypsum in crystalline and disseminated for•n. It is highly susceptible to piping and to development of sinkholes. It is easily eroded. "ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE 1N1i:STICATI.)N. SOIL CIIARACTER•CS Depth to Bedrock a Texture : me er+rtrrlv~dn- p ovnr :;and , gravel Surface :sandy loam Subsoil :sandy clay loam Substratum :0ravelly sandy loam, stony sandy Unified/AASHO Classification:SM, SC, GP, GM; A-2, A-4, A-1 Permeability (below 2 feet) :moderately rapid to rapid • Percent Coarse Fragments (gravel, cobble, stone) :30 to 80 percent below 2 feet Soil Reaction (p11) :7.4 - 7.8 Shrink -Swell Potential :low Potential Frost Action (surface) :low Flood Hazard' : nine Hydrologic Group :B Corrosivity - Steel :high - Concrete :low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields :0* Sewage Lagoons :S - seepage Sanitary Landfill - Trench :S - - Area :S - Shallow Excavations :S - Dwellings w/basements :0 w/o basements :0 Local Roads and Streets :0 seepage seepage cutbanks cave, small stones SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill :Fair - thin layer, small stones Topsoil :Fair - thin layer Sand :Good (:ravel : Gnod Roadfill : Good OTHER SOIL FEATURES * rapid permeability may cause a pollution hazard. loam "ADVANCE COPY SUBJECT TO CHANCE" NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION. A Nap Unit No. ANC Fart. t. n SOIL CIIARACTERI CS • Depth to Bedrock ;u deep over sand, gravel Texture Surface :gravelly loam Subsoil Substratum :sand and gravel Unified/MSHO Classification:NL, S}d, GW, SW; A-4, A-2, A-1 Permeability (below 2 feet) :rapid_ Percent Coarse Fragments (gravel, cobble, stone) :5 to 15 percent Soil Reaction (pH) :7.9 - 8.4 Shrink -Swell Potential :low Potential Frost Action' (surface) :low • Flood Hazard :none Hydrologic Group :B Corrosivity - Steel :high - Concrete :low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields :0* Sewage Lagoons :S - seepage Sanitary Landfill - Trench :S - seepage, too sandy - Area :S - seepage Shallow Excavations :S - cutbanks cave, small stones Dwellings w/basements :0 w/o basements :0 Local Roads and Streets :0 SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill :Fair - seepage, thin layer Topsoil :Poor - small stones, too sandy Sand !Good Gravel :Good Roadfill : Good OTHER SOIL FEATURES * rapid permeability may cause a pollution hazard. "ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION. .4 s Nap Unit No. SOIL CIIARACTERI.S•S Depth to Bedrock Texture Surface Subsoil Substratum q5 c- : doop Unified/AASHO Classification: Permeability (below 2 feet) : Percent Coarse Fragments (gravel, cobble, stone) Soil Reaction (pH) Shrink -Swell Potential Potential Frost Action (surface) Flood Hazard ' Hydrologic Group Corrosivity - Steel - Concrete DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) • loam, fine sandy loam. loam, sandy clay lbam, clay loam stony loam, loam, gravelly sandy loam PSL, SC, CL, SJ;"; A-4, A-6, A-2 moderate to moderately rapid 5 to 30 percent 6.6 - 7.8 moderate low' : none : B : high : low Septic Tank Absorption Fields : 0 Sewage Lagoons : M - seepage Sanitary Landfill - Trench : S - - Area : 0 Shallow Excavations : 0 Dwellings w/basements w/o basements Local Roads and Streets seepage : M - low strength, shrink -swell : M - low strength, shrink -swell : M - low strength, shrink -swell SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill : Good Topsoil Sand : Unsuited Gravel : Unsuited Roadfill OTHER SOIL FEATURES Permeability rate may cause a pollution hazard. : Fair - thin layer : Fair - low strength, shrink -swell "ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE INV1'.S1'I(:.ATIoN. Map Unit No. :i1, 1.:11/ SOIL cIIAItACTERAfC,S Depth to Bedrock Texture Surface Subsoil Substratuit Unified/AASHO Classification: Permeability (below 2 feet) Percent Coarse Fragments (gravel, cobble, stone) Soil Reaction (pH) Shrink -Swell. Potential Potential Frost Action (surface) Flood Hazard Hydrologic Group Corrosivity - Steel - Concrete : loam, light clay loam, : loam, light clay loam ML, CL; A-4, A-6 : moderately slow to moderate. DEGREE S KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill - Trench - Area : 0 to 5 percent : 7.4 - 9.0 : soil has a high gypsum content : moderate moderate none B high : soil has a high gypsum content high : soil has a high gypsum content M - permeability rate ** : M - seepage : 1 - seepage : td - seepage Shallow Excavations : 0 Dwellings w/basements w/o basements Local Roads and Streets SUITAIULITY AS A SOURCE OF.... Daily Cover for Landfill Topsoil Sand Gravel Roadf it l M - low strength : M - low strength : M - frost action, low strength : poor - seepage . Good unsuited : Unsuited : Poor - low st.rongth ** OTHER SOIL FEATURES ** This coil has a high gypsum content; it is very :susceptible to piping and failure. :sinkholes develop, and the introduction of effluent to the soil may cause a pollution hazard to E;rourldwator. "ADVANCE COPY SUBJECT TO CHANGE" NOT TO RE USED IN PLACE OF ON-SITE INVESTIGATION. Map Unit No. BLG and R LG Orthonts - Gypsum Outcrop Complex SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Stbstratum Unified Classification Permeability (below 2 feet) Percent coarse fragments : (gravel, cobble, stone) Salinity (ECx103 @ 25°C) Shrink -swell Potential Potential fro8t-action (surface) Flood Hazard Hydrologic Group Corrosivity Steel Concrete : shallow; bedrock exposures • • high runoff high high DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic. Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area Shallow Excavations Dwellings w/basements w/o basements SUITABILITY AS A SOURCE OF... Topsoil Sand Gravel Roadfill Sovere Limitations for all stated use SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION. 1 5 i) 29 U c`` 1 3 t'C f T HGWY. 1 19 E MAP NO. 32'�O 0 15 T 2391- 32 'a 21 l— X ELEV 6348 20 21 SEE 14 8 13 NO. 2391 J 1200 Total Fee. Land Total Fed. Land Total Land (Other) Total Land in Twp. 1200 Adjoining 2465 2400 A c. A c. A c. Ac 3600 SCALE IN FEET