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HomeMy WebLinkAbout1.0 ApplicationG.4RF) CLD COUNTY, COLORADO SETITION FOR EXEMPTION, Pursuant to CALS. (1973) Section 30-28-101 (10) (a) the Subdivision Reoul ations of Garfield County, Colorado, Section 2.02.01 (d) and 3.02.01 the undersigned ;,) - (d) as amended, and adopted 2 January 2, 1979 respectfully petitioners the Board of County Commissioners of Garfield County, Colorado, to exempt by resolu- tion esolu-tion the division of ,5-c acre tract of land into j tracts of approximately /.7110,0 02, 4 c;2_— acres each, more or less, from the difinitio_ns of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. Regulations, (1973) Section 30-28-101 (10) (a) -(d) and the Garfield County Subdivision for the reasons stated below: In support o Submitted his petition, the petitioner Map drawn to scale showing proposed lot subdivision and access. B. Copy of deed C. Vicinity map D. Statement 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. Evidence of the soil types H. Copy of Assessor's map showing the property 1. Practical description of property location J. Fee in the amount of $ K. $200.00 fee for each new lot created at Glenwood Springs, Colorado, this �bm t� the following: day of , 19 Mailing Address Telephone Number a U4(161A0,t, i &, a L a A • • 4'4id&f,". ,e.e4 /6 -ed 0-/-e4e-t • • 1 1/47207-Z h Ily • ca t4 e048 4X33 64,e/.44i( f4a-L-d-e w 1 �r. ,�� a ,� �� v � ,'4- 1 ecz APPLICANT DIVISION OF WATER RESOURCES, DEPARTMENT OF NATURAL RESOURCES ��• 101 Columbine Bldg., 1845 Sherman Street, Denver, Colorado 80203• lt°) Ir / / APPLICATION FOR I-77 / / / / PRINT OR TYPE A PERMIT TO USE GROUND WATER A PERMIT TO CONSTRUCT A WELL REPLACEMENT FOR NO. A PERMIT TO INSTALL A PUMP OTHER / / 1 4-/ '✓ Street Address /2 / ,88;/ l- o City & State 42//A-__ Use of ground water '> -r COUNTY (2,-P • ' LOCATION OF WELL 4, of the f T. ('\ , R.7c 2 , Street or Lot & Block 4 sec. 6.--164) P.M. • Owner of .land on which well City or is located (-'' r j;, /r�� ;,- �>� 1 ,4'-?3-/F,,:Subdiv. Owner of irrigated? land Number of acres to be irrigated Legal description of irrigated land Other water rights on this land Ground Water Basin Water Management District Filing LOCATE WELL ON THE BACK OF THIS SHEET James Sionemn n n7 Driller Driller's Address Rifle, Colorado 81G50 No. Aquifer (s) ground water is to be obtained from ,tip,, �'• ,l , / S Storage capacity ANTICIPATED PUMPING RATE AVERAGE ANNUAL AMOUNT OF GROUND BE APPROPRIATED ESTIMATED WELL DATA Anticipated start Anticipated start Hole Diameter: Casing: Plain Perf in. in. of of from from in. in. drilling use WATER TO Acre-feet `zL1 AF GPM X19 19 71 d ft. to f/dv ft.. ft. to ft. from from" in. from in. from ft. to /,2//ft. ft. to- ft. ft. to//77 ft. ft. to ft. ESTIMATED PUMP DATA -vie) - Out l et Type HP Size nature of Applicant �1S OE APPROMAL NO. MTL/ -- APPLICATION APPROVED: VALID FOR ONE (1) YEAR AFTER DATE „ISSUED UNLESS EXTENDED FOR GOOD CAUSE SHOWN TO THE ISSUING AGENCY PERMIT NO. 47466 CONDITIONAL L_/ DATE ISSUED J U L 1 6 11 STATE ENG(? NE,R , ` !� BY APPLICATION t•1UST BE COMPLETED SATISFACTORILY BEFORE ACCEPTANCE (OVER) ,s No ,0WD Completion Yield Checked By STATE OF COLORADO DIVISION OF WATER RESOURCES OFFICE OF THE STATE ENGINEER MAP AND STATEMENT FOR WATER WELL FILING PERMIT NUMBER STATE OF COLORADO 1 SS f r*% �a CLAIMANT (s) `% e -G, ! / /7/ WELL LOCATION /..;;;:72 /1-/ C. ' County 'A of `%- 1/4, sec being duly sworn upon oath deposes and says that he (they) is (are) the owner (s) of the well described hereon; the total number of acres T. / ( R .,% if.,, P M of land irrigated from this well is work was commenced on this well by actual construction on the day of 19.—' the sustained yield from said well is `-''> gpm, for which claim is hereby made for )fir . ; j purpose (s); /1//,- /1/17--- the average annual amount to be diverted is acre-feet; this map and statement is filed in compliance with law; he (they) has (have) read the statements made hereon; knows the content thereof; and that the same are true of his (their) own knowledge. Signature (s) Address' Subscribed and sworn to before me on this day of , 19 My Commission expires' (Seal) Notary Public WELL DATA INDICATE WELL LOCATION ON DIAGRAM NORTH I 1 I I I I I I - +---T�---- r r L m m SOUTH WELL SHALL BE LOCATED WITH REFERENCE TO GOVERNMENT SURVEY CORNERS OR MONUMENTS, OR SECTION LINES BY DISTANCE AND BEARING. ft. from section line. (North or South) ft. from section line. (East or West) Ground Water Basin Water Management District Date Completed / Gr Domestic wells may be located by the following: 1/ Static Water Level ? LOT , BLOCK Total Depth of Well �r j J SUBDIVISION FILING # ACCEPTED FOR FILING IN THE OFFICE OF THE STATE ENGINEER OF COLORADO ON THIS OF , 19 DAY STATE ENGINEER FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM must be an original copy on both sides and signed. WHITE AND GREEN copies must be filed with the State Engineer within 30 days after the well is completed or within 7 days afro. nvniratinn riata of the nermit_ whichever is sooner: PINK COPY _is_for the Owner and YELLOW COPY is for the Driller. WELL LOG From To Type & Color of Material Water - ' w ( . ...... t..-.0*.",-;*/ , . l, �.:-. ,;///- //Z Use additional paper if necessary to complete log. WELL DATA Type Drilling 7 HOLE DIAMET in. from ' ft. to .- -2 ft. in from_ ft; to ft. in from - ft. to ft. CASING RECORD Plain Casing Size 7kind -C- from / ft. to / .1 ft. Size._, kind from ft. to ft. Size—, kind from ft. to ft. Perforated Casing from ft Size—, kind from to Y , ft ft to ft. Size—, kind from ft to ft. GROUTING RECORD Material 5,7„.___74.....7 7' �.-' 4•` ' ,� . Intervals ' Placement Method ^� l GRAVEL PACK RECORD Size Interval TEST DATA Date Tested / Type of Pump A1/-) Length of Test /t ' ' Sustained Yield (Mete ed) Drawdown WELL DRILLERS STATEMENT The undersigned, being duly sworn, deposes and says: he is the driller of the well hereon described; he has read the statement made hereo knows the content thereof. and the same is true of his own knowledge. X State of Colorado, County of ) ss License No. Subscribed and sworn to before me this day of • 19 Commission expires , 19 Map Unit No. 43F G , SOIL CHARACTERISTICS Depth to bedrock . More than 60 inches . Texture Surface : Stony loam Subsoil Substratum : Gravelly sandy loam, very gravelly fine Unified Classification : GM, SM sandy loam Permeability . Moderately rapid Percent coarse fragments • 0-25 (greater that 3 inches) Salinity (ECx10 @ 25°C) pH (surface) 7.9-8.4 Shrink -swell Potential . Low Potential frost -action (surface) Low Flood Hazard : None Hydrologic Group B Corrosivity Steel (uncoated) High Concrete Low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields S Slope Sewage Lagoons S Slope, seepage Sanitary Landfill Trench S Slope Area S Slope Shallow Excavations S Slope, small stones Dwellings w/basements S Slope w/0 basements .• .S Slope Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfi11 Sand Gravel Topsoil S Slope Poor Slope, small stones Poor Slope Poor Poor Poor Small stones, slope, excess lime SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION • �. q s • 43F-Ildefonso stony loam, 25 to 45 percent slopes. This deep, well drained, hilly to steep soil is on mesa breaks, valley sideslopes, and alluvial fans. A small portion of this unit is found on very steep to extremely steep mesa escarpments. It formed in mixed alluvium, primarily of basalt origin. A thin cap of reddish colored eolian soil material is found intermittently in this mapping unit. Elevation ranges from 5,000 to 6,500 feet. The average annual precipitation is about 14 inches, the average annual air temperature is about6 degrees F., and the average frost -free period is about 125 days. Typically, the surface layer is brown stony loam about 2 inches thick. The subsurface layer is brown stony loam about 6 inches thick. The underlying material is white very stony loam -that is very strongly calcareous and extends to a depth of more than 60 inches. Included with this soil in mapping are small areas of Potts and Ascalon soils. These soils are found on the less steep and depressional areas of the landscape. They make up about 5 to 15 percent of the unit. Permeability of the Ildefonso soil is rapid. Effective rooting -depth is 20 to 30 inches. Available water capacity is low. Surface runoff is medium and erosion hazard is high. Ildefonso soil is used mainly for limited grazing and for wild- life habitat. The native vegetation on this soil is mainly pinyon pine and Utah juniper. The understory vegetation consists of Indian ricegrass, beard- less wheatgrass, junegrass, stemless goldenweed, low phlox, serviceberry, • 43F-Ildefonso stony loam 2 bitterbrush, mountainmahogany, and big sagebrush. When the vegetation deteriorates under the pinyon -juniper, grasses are almost absent while forbs and woody shrubs increase. Proper manage went of the vegetation on this soil will maintain a wood product and ground cover. Grazing value is low because of steep slopes and tree canopy cover. Firewood, posts, and Christmas trees may be obtained on the more gentle slopes. This soil is suited to the production of pinyon pine and Utah juniper. It is capable of producing 9 cords per acre when the stand attains an average diameter (at one foot) of five inches for trees over 4.5 feet in height. The low available water capacity can influence tree seedling survival. Steep slopes and a high erosion hazard will influence harvesting operations. Some of the wildlife using this soil for habitat include mule deer, chukar, wild turkey, gray squirrel, and cottontail rabbit. Ildefonso soil is limited for community development by a high content of stones and steep slopes. It is easily eroded and runoff diversion structures are needed for any roads constructed on this soil. Capability subclass VIIe. • Map Unit No.10D SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification : More than 60 inches . Loam : Clay loam . Loam ML, CL Permeability : Moderate Percent coarse fragments (greater thavg 3 inches) Salinity (ECx10 @ 25°C) pH (surface) : 6.6-7.8 Shrink -swell Potential : Low to moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) : High Concrete : Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sewage Lagoons Sanitary Landfill Trench Area : M Slope : S Slope 0 . M Steep slope Shallow Excavations : M Slope Dwellings w/basements . w/O basements : M Low strength, slope Low strength, slope Local Roads & Streets : M Low strength, slope SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Fair Slope Roadfill : Fair Low strength Sand Gravel Topsoil fri SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION Unsuited Unsuited. Fair Small stones, slope • • 10D.-Fotts loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on mesas, benches and valley sideslopes. It formed in eolian materials on alluvium from sandstone, shale, or basalt. Elevation ranges from 5,000 to 7,000 feet. The average annual precipitation is about 14 inches. The average annual air temperature is about 46 degrees F., and the average frost -free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown light clay loam about 24 inches thick. The substratum is pinkish white loam extending to a depth of more than 60 inches. Included with this soil in mapping are small areas of Kim, Olney and Ildefonso soils which make up 10 to 15 percent of the mapping unit. These soils have slopes of 6 to 12 percent. Permeability of the Potts soil is moderate. Effective rooting depth is 60 inches or more. Available water capacity is high. Surface runoff is medium and the erosion hazard is moderate. This soil is used mainly for livestock grazing, wildlife habitat, and some dryland farming. Wheat, barley, and oats are crops on the areas that are farmed. Minimum contour tillage and stubble mulching will help to prevent excessive erosion. The Potts soil is easily eroded and very susceptible to piping. • • 2 10D -Potts loam The native vegetation on this soil is mainly bluebunch wheat - grass, western wheatgrass, needleandthread, and big sagebrush. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management improves and maintains range condition. Reduction in brush improves deterior- ated range sites. Seeding is a good practice if the range is in poor condition. Suitable plants for seeding are crested wheatgrass, western wheatgrass, and Russian wildrye. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Potts soil has potential for community and recreational develop- ment. The main limitations for these uses are low strength, piping, and frost -heave. Dwellings and roads can be designed to compensate for these limitations. Community sewage systems are needed if the population density increases. Capability subclass IVe. r • 7 °f lap Unit No. 10C SOIL CHARACTERISTICS Depth to bedrock :More than 60 inches Texture Surface : Loam Subsoil : Glay loam Substratum : Loam Unified Classification : ML, CL Permeability : Moderate Percent coarse fragments : 0 (greater thaq 3 inches) Salinity (ECx10 @ 25°C) pH (surface) . 6.6 to 7.8 Shrink -swell Potential : Moderate Potential frost -action (surface) . Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) : High Concrete : Moderate nEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : 0 Sewage Lagoons • M Sanitary Landfill Trench • 0 Area 0 Seepage, slope Shallow Excavations u Dwellings w/basements : M Low strength w/0 basements : M Low strength : M Low strength Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil V• 17 Good Small stones : Fair Low strength Unsuited Unsuited Fair Small stones SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION 10C -Potts loam, 3 to 6 percent slopes. This deep, well drained, moderately sloping soil is on mesas, benches and valley sideslopes. It formed in eolian materials on alluvium from sandstone, shale or basalt. Elevation ranges from 5,000 to 7,000 feet. The average annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F., and the average frost -free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown light clay loam about 24 inches thick. The substratum is pinkish white loam extending to a depth of more than 60 inches. Included with this soil in mapping are small areas of Olney, Kim and Ildefonso soils which make up 10 to 15 percent of the mapping unit. These soils have slopes of 3 to 6 percent. Permeability of the Potts soil is moderate. Effective rooting depth is 60 inches or more. Available water capacity is high. Sur- face runoff is slow and the erosion hazard is moderate. This soil is used mainly for irrigated crops and hay, and for dryland farming. Alfalfa, small grains, and grass -legume hay are grown. Small areas of this soil are also used for livestock grazing. Flooding is the usual method of applying irrigation water. Conservation practices that include irrigation ditch drop structures, f • • 2 10C -Potts loam grass waterways, and minimum tillage are necessary to avoid serious erosion losses. These soils pipe easily, and irrigation water manage- ment is extremely important in avoiding excessive piping. Cover crops or stubble mulching in dryland farming areas will also help to limit erosion losses. The native vegetation on this soil is mainly bluebunch wheat - grass, western wheatgrass, needleandthread, and big sagebrush. When the range condition deteriorates, forbs and woody shrubs increase. When the range is in poor condition, undesirable weeds and annual plants are numerous. Proper grazing management maintains and improves range condition. A reduction in brush im- proves deteriorated range sites. Seeding is a good practice if the range is in poor condition. Suitable plants for seeding are crested wheatgrass, western wheatgrass, and Russian wildrye. For successful seedings, a good practice is to prepare a seedbed and drill the seed. Wildlife using this soil for habitat include pheasant, mourning dove, cottontail rabbit, some mule Potts soil has good potential deer, and squirrel. for community and recreational development. The main limitations for these uses are strength, piping, and frost -heave. Dwellings and roads design can be designed to compen- sate for these limitations. Community sewage systems are needed if the population density increases. Capabilty subclass IIIe. i 104. »j Map Unit No. X1OD Part A SOIL CHARACTERISTICS Depth to bedrock : More than 60 inches Texture •,:i• 't Surface : Loam Subsoil : Clay loam Substratum : Loam Unified Classification : ML, CL Permeability : Moderate Percent coarse fragments : 0 (greater thag 3 inches) Salinity (ECx10 @ 25°C) pH (surface) : 6.6 to 7.8 Shrink -swell Potential : Moderate Potential frost -action (surface) : Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) : High Concrete : Moderate DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : M Slope Sewage Lagoons S Slope Sanitary Landfill Trench Area Shallow Excavations : 0 : 0 : 0 Dwellings w/basements : M w/O basements : M Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill : Good Roadfill : Fair Low strength Sand : Unsuited Gravel : Unsuited. Topsoil : Fair, small stones k .31 SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION m Low strength Low strength. Low strength • 'Map Unit No.X1OD Part B SOIL CHARACTERISTICS Depth to bedrock Texture Surface Subsoil Substratum Unified Classification : More than 60 inches • • • • • • Stony loam Gravelly sandy loam Very gravelly fine sandy loam GM, SM Permeability : Moderately rapid Percent coarse fragments . 0 to 25 (greater thaig 3 inches) Salinity (ECx10 @ 25°C) pH (surface) : 7.4 to 8.4 Shrink -swell Potential : Low Potential frost -action (surface) . Low Flood Hazard : None Hydrologic Group : B Corrosivity Steel (uncoated) . High Concrete : Low I DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields 0 Sewage Lagoons •S Slope, seepage Sanitary Landfill Trench .• M Seepage Area : M Seepage Shallow Excavations : S Small stones w/basements : 0 Dwellings w/0 basements Local Roads & Streets SUITABILITY AS A SOURCE OF... Daily Cover for Landfill Roadfill Sand Gravel Topsoil 0 0 Poor Small stones Good Poor Poor Poor Small stones, excess lime SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION •, ,kms+k • • X10D-Potts-Ildefonso complex, 3 to 12 percent slopes. These gently sloping to rolling soils are on mesas and valley sideslopes. Elevation ranges from 5,000 to 6,500 feet. The average annual pre- cipitation is about 14 inches, the average annual air temperature is about 46 degrees P., and the average frost -free period is about 120 days. The Potts soil makes up about 60 percent of the map unit and occupies the slightly concave portions of the landscape. Ilde- fonso soil makes up about 30 percent of the map unit and occupies the steeper, break -like areas. Included with this soil in mapping are small areas of Olney and Kim soils which make up 5 to 15 percent of the unit. These soils have a slope of 3 to 12 percent The Potts soil is deep and well drained. It formed in eolian materials on•alluvium from sandstone, shale, or basalt. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown light clay loam about 24 inches thick. The substratum in pinkish white loam that extends to a depth of more than 60 inches. Permeability of the Potts soil is moderate. Effective rooting depth is 60 inches or more. Available water capacity is high. Sur- face runoff is slow to moderate and the erosion hazard is moderate. The Ildefonso soil is deep and well drained. It formed in very strongly calcareous basaltic alluvium and small amounts of eolian 2 X10D-Potts-Ildefonso complex materials. Typically, the surface layer is brown strong loam about 2 inches thick. The subsurface layer is brown stony loam about 6 inches thick. The underlying material is white very strongly calcar- eous very stony loam that extends to a depth of more than 60 inches. Permeability of the Ildefonso soil is rapid. Effective rooting depth is 20 to 30 inches. Available water capacity is low. Surface runoff is slow and the erosion hazard is moderate. These soils are used mainly for limited livestock grazing and for wildlife habitat. The native vegetation on the Potts soil is mainly bluebunch wheatgrass, western wheatgrass, needleandthread, and big sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon pine and Utah juniper. The understory vegetation is Indian ricegrass, needleandthread, beardless wheatgrass, junegrass, stemless goldenweed, low phlox, serviceberry, bitterbrush, mountainmahogany, and big sagebrush. When the vegetation deteriorates under the pinyon pine and juniper, overstory grasses almost disappear and forbs and woody shrubs increase. Proper grazing management maintains and improves range condition on both soils. Seeding is a good practice on the Potts soil if the range is in poor condition. Suitable plants for • • 3 X10D-Potts-Ildefonso complex seeding are crested wheatgrass, western wheatgrass, and Russian wild - rye. For successful seedings, a good practice is to prepare a seed- bed and drill the seed. A reduction in brush on the Potts soil im- proves deteriorated' range sites. Proper management of the vegetation on the Ildefonso soil will maintain a wood produce and grazing value. Selective thinning of the pinyon pine and juniper overstory improves the understory for grazing and provides firewood, posts and Christmas trees. Wildlife using these soils include mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant. Potential community development on the Ildefonso soil is limited by stoniness, high lime content, erosion hazard, and steep slopes. Potential community development on the Potts soil is limited by low strength, piping, and frost -heave. Capability subclass, VIIe. J, r,1 c., o /i f ELDORADO ENGINEERING COMPANY .140 East 3rd Street Suite 202 RIFLE, COLORADO 81650 Phone 625-3540 TO Garfield County Planning Dept. Glenwood Springs, CO ,J` I OF `_JMkgSLJVU Trn DATE March 5, 1982 ATTENTION Terry B RE JOB NO. Bagley exemption WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ® Prints ❑ Copy of letter ❑ Change order ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 4 3/5/82 Exemption Plats THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use IC As requested ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Terry: Please call ifyou have any questions on this work. COPY TO SIGNED. If enclosures are not as noted, kindly notify us at onc Cary D. 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