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01-11-1982 Nottingham Station Des Rev BoardZlc O � Wml V. OD. JRox P ( btm, U.okubo 81620 (303) 949 -4280 January 11, 1982 Town Council Members Town of Avon P. 0. Box D Avon, Colorado 81620 Re: Nottingham Station This letter is to inform you of the Design Review Board's comments and recommendations from the meeting on January 6, 1982, regardinq the Nottingham Associates parcel of land known as "Nottingham Station". The Board Members were concerned with the property not beinq annexed into the Town at the present time. They were worried about the County and the Town playing against each other. A comment was made that it may not be fair to the applicant to request zoning and then if they are annexed, they may not get the density they originally wanted. The Board was concerned with how binding their decision would be. Terrill informed them that this was to be like any other Conceptual Review. It would be the Council's final decision as to the zoning and annexation. Mike commented that it would be to the Town's advantage to annex the property rather than have it remain in the County. Jerry Wood of Otis Development made the presentation to the Design Review Board requesting the land be zoned SPA. He also presented a Conceptual Review of the proposed development. One of the main concerns of the DRB was the steepness of the property down to the river. This will be considered in a more detailed site plan. Another major concern is the impact that will be put on Avon Road and Hwy. 6. This intersection is congested enough as it is. Norm commented that a left turn lane may be needed on the access road from the site as well as the one that is shown on Avon Road. This matter will be determined by the Highway Department. There is a problem with access to the two lots at the east end of the tracks. Also, there seems to be a problem with the site grading and drainage, but this can be worked out during later stages of development. One of the houses at the east end of the property may be located on a major drainage way. Some of the landscape plantings around the parking areas could create problems. It was suggested that maybe a walkway or crossover be established from the proposed site development to the Town Center, so people won't have to drive their cars to get into Town. Avon Town Council January 11, 1982 Page Two Mike said that another concern is the availibility of water to the site. The Metcalf irrigation ditch, which is part of the district water supply, runs through the property. Jerry Wood mentioned that their intent is to move the ditch to the northside of the property. They will be providing 'a temp- orary drainage retention basin system during construction so that no runoff will end up the Metcalf ditch. The exact details have not been worked out yet. There is also a main electric line that runs across the property which will need an easement. Terrill commented that the applicant may consider an easement along the river for a pedestrian path or bike path (public access). The Board felt that the emergency access road should be made a public road to help eliminate some of the traffic from Avon Road and Highway 6. Some of the parking spaces could become a problem if the road is made public, due to cars backing out of spaces onto a main road. The Design Review Board hereby recommends to the Town Council that the area be annexed into the Town, and if annexed, the zoning request (SPA) should be granted. All of the comments mentioned are to be taken into consideration by both the Council and the Applicant. Sincerely, TOWN OF AVON DESIGN REVIEW BOARD Melody Cuai ngs Recording Secretary cc: Jerry Wood /Otis Development GEORGE J. PETRE ROBERT S. ZIMMERMAN COURTNEY G. PETRE DANIEL B. PETRE January 4, 1982 Town Clerk Town of Avon P. O. Box D Avon, CO 81620 Dear Sir: LAW OFFICES PETRE & ZIMMERMAN A PROFESSIONAL CORPORATION POST OFFICE DRAWER 400 GLENWOOD SPRINGS, COLORADO 81602 AREA CODE 303 945-6521 Nottingham Ranch Co. has received your Notice of the hearing on the proposed zone change for Nottingham Associates to be held on January 6, 1982. Nottingham Ranch Co, does not object to the zone change, but it should be understood that Nottingham Associates do not have legal access through the property owned by Nottingham Ranch Co, westerly of the property to be rezoned known as the Stockyard Property. We have been in the process of negotiating for such an access, but these negotiations have not been completed. Yours very truly, PETRE GJP /de cc: George F. Hopfenbeck, Jr. William E. Nottingham TELEPHONE 303/328 -7311 Board of County Commissioners Ext 241 Assessor Ext 202 Clerk and Recorder Ext 217 Sheriff Eagle: Ext 211 Basalt: 927 -3244 Gilman: 827 -5751 Treasurer Ext 201 Administration Ext 241 Animal Shelter 949 -4292 Building Inspection Ext 226 or 229 Community Development Ext 226 or 229 County Attorney Ext 263 Engineer Ext 236 Environmental Health Ext 238 Extension Agent Ext 247 Library Ext 255 Public Health Eagle: Ext 252 Vail: 476 -5844 Personnel Ext 241 Purchasing Ext 245 Road and Bridge Ext 257 Social Services 328 -6328 EAGLE COUNTY Eagle, Colorado 81631 November 27, 1981 Gene L. Kripak Otis Associates 899 Skokie Boulevard Nerthbrookr T114 rani s F006 -0 RE: Nottingham Parcel Proposal Dear. Gene: In response to your letter dated October 22, 1981, which included a copy of the proposed plan for the Nottingham Parcel, I have visited the site and discussed it'with my staff and wish to make the following comments: Our general conclusion at this preliminary stage is that the 6 story Condominium Building is unwarranted and creates a higher density on the parcel than what we would find accept- able. We would prefer to see the same townhouse concept that is found along the river to re- place the 6 story building. I hope that these comments are helpful to you and please let me know if you have further questions. JAR:epm cc: Mayor Al Alpi File Sincerely, t J es A. Rubin, Director of Community Development - T - Otis Development Co December 2, 1981 Patricia J. Doyle Town Clerk Town of Avon P. 0. Box D Avon, Colorado 81620 RE: Ownership Address Lot 65, Block 2, Benchmark at Beaver Creek Dear Pat: The legal ownership for Lot 65, Block 2, Benchmark at Beaver Creek, Avon, Colorado is the Otis Development Company whose address is 899 Skokie Boulevard, Northbrook, Illinois 60062. It is requested that all notifications required by the Town of Avon to the ownership of Lot 65, Block 2, Benchmark at Beaver Creek be sent directly to the Otis Development Company at the above address rather than to our Attorney. This request will eliminate the possibility of our being informed too late to react to the notification of a legal proceeding. Your attention to this request is greatly appreciated. Vii\ erely, JOjr:nls Jes Otis, Jr. P esident 899 Skokie Boulevard Northbrook, Illinois 60062 3121272 -4310 Otis Associates architects October 20, 1981 Mr. Angelo V. Alpi Mayor Town of Avon P.O. Box D Avon, Colorado 81620 Re: Nottingham Station `Annexation & Rezoning t Dear Mr. Alpi: I wish to thank you for giving us the opportunity to present our proposal during last weeks workshop session. The information which was not available at the workshop will be supplied at the next meeting or sooner if so desired. We are anxious to proceed with our proposed annexation and rezoning petition and look forward to be working in the Town of Avon. GLK: do Sincerely, OTIS ASSOCIATES, INC.^ Gene L. Kripak Vice President 899 Skokie Boulevard Northbrook, Illinois 60062 312/272 -4310 Otis Development Co June 24, 1982 Patricia J. Doyle Town Clerk Town Hall of Avon Avon, Colorado 81620 Dear Pat: Otis Development is the owner of record on Lot 65 in the Benchmark Subdivision. All legal notices sent by the Town of Avon are presently being forwarded through Mulligan & Company and are arriving in some cases too late for us to respond. It is requested that our legal address for notification be changed from that in your records to: Otis Development Company 899 Skokie Boulevard Northbrook, Illinois 60062 It would be appreciated if you could change your records accordingly. Thank you for your attention to this request. JOjr:nls Jr. 899 Skokie Boulevard Northbrook, Illinois 60062 312/272 -4310 OTIS ASSOCIATES, INC. 899 Skokie Blvd. NORTHBROOK, ILLINOIS 60062 (312) 272.4310 TO GENTLEMEN: -- WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter �Zrinas ched ❑ Under separate cover via the following items: s ❑ P ns ❑ Samples ❑ Specifications ❑ Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted aor your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 1��1►riF1Z:�� • Resubmit copies for approval • Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: FORM 240 -3 Available from � Inc., Groton, Mass. 01450 If enclosures are not as noted, kindly notify us at once. SKETCH PLAN SUBMITTAL CHECKLIST NAME OF SUBDIVISIONrT�,vY; FEE PAID $ (AMOUNT) DATE DATE SUBMITTED DATE OF COUNCIL REVIEW SUBMITTAL REQUIREMENTS: FOUR (4) COPIES OF SUBMITTAL DATA MAPS: YES / MINIMUM SCALE 1" = 1,000' TRACT BOUNDARY SHOWN BLOCK & LOT PATTERN SHOWN LOT AREAS INDICATED LOT USES INDICATED ✓ STREET SYSTEM WITH GRADIENTS & WIDTHS RELATIONSHIP OF PROPOSED & EXISTING STREETS .� EXISTING DEVELOPMENT ON SITE ✓ EXISTING DEVELOPMENT ADJACENT PROPERTY ✓ SOIL TYPES INDICATED ✓ VEGETATION DESCRIBED & TREE MASSES SHOWN ✓ SURVEYS & REPORTS: GEOLOGICAL ✓ SOILS DRAINAGE WILDLIFE WILDFIRE MINERALS ,✓ NO RADIATION ✓ OTHER (SPECIFY) jryosl�o .l��dE Err �.ra�n �.•�, ,�i/�Pr SOURCE OF DOMESTIC WATER & PROPOSED DISTRIBUTION: SEWAGE DISPOSAL - COLLECTION & TREATMENT: SOLID WASTE DISPOSAL: POTENTIAL EFFECTS UPON CONTIGUOUS & ADJACENT PROPERTIES: S ./, ,t% REMARKS & RECOMMENDATIONS: X,'h'J �P ,p�o ems R/o 7 S REVIEW BY- 0 L Inter - Mountain Engineeringua. SKETCH PLAN REQUIREMENTS FOR NOTTINGHAM STATION AVON, COLORADO DECEMBER 1981 BOX NO. C -100 1420 VANCE STREET AVON, CO 81620 LAKEWOOD, CO 80215 949 -5072 DENVER 893 -1531 Phone: 232 -0158 APPENDIX Exhibit A Topographical study of Nottingham Station Exhibit B Eagle County Geologic Map Exhibit C USDA Classification of Soils Exhibit D Wildfire Report Exhibit E Letter from Avon Metropolitan District Exhibit F Letter from Upper Eagle Valley San. District Exhibit G Letter from Rocky Mountain Cable TV Exhibit H Letter from Holy Cross Electric Exhibit I Letter from Public Service Co. SKETCH PLAN REQUIREMENTS (Presented in accordance with Town of Avon Subdivision Regulations) Weil (a) Tract boundary, block and lot pattern are shown on the attached map, Exhibit A. The parcel of land is approximately 12.86 acres in size; at present undeveloped. The owners have submitted a petition for annexation to the Town of Avon. The site is bounded on the north by the Denver and Rio Grande Western Railroad right -of -way, and on the south by the Eagle River. Across the Eagle River to the south is the Kriz property, Grace White property, and further to the b A south, River Oaks and Beaver Creek. To the west, the parcel is bounded by the Nottingham Ranch Co. parcel known as the Stockyards. Frank Doll's property adjoins it to the east. As shown on Exhibit A, the proposed subdivision provides three lots. Two lots on the eastern portion are planned for single family dwellings, and the remainder of - the property is planned for 133 units. Common open space for the enjoyment of all the residents will be maintained along the Eagle River. (b) The street system of the development is shown on Exhibit A. Although all streets are proposed to be private, they will meet the structural requirements of the Town of Avon. There will be no overlot grading. The developers will accessetorthereastcthrough from theeEaglebenod Avon Suubdivision. Theemergency developers see no difficulty in obtaining all necessary easements before the final plat stage. (c) Existing development on this site consists of the Maur! Nottingham home, which is to be relocated to the eastern 4.01.01 - continued portion of the site. Also located on the property are various other sheds and barns incidental to the ranching business. Adjacent development consists of the Frank Doll residence to the east, the IstBank of Avon building to the north, and the Avon Station mobile home park to the west. (d) Soils on the property fall into three general cate- gories, according to the Geologic Maps prepared for Eagle County in 1975 by Charles S. Robinson and Associates, Inc. A very narrow band along the river is designated 7A, flood plain. Further investigation will be necessary in this area, but it is anticipated that it will fall entirely into a green belt area. The remainder of the site is designated 3D, a debris fan, as shown on Exhibit B. More extensive soils and geologic investigation are underway in this area to determine suitability of building sites. Classifications of soils by the USDA are provided in Exhibit C. Vegetation on the site is primarily native grasses. The river bank is covered with shrubbery and some large cottonwood trees. The large cottonwoods will be preserved as is possible. Ce) General geologic and soil conditions were discussed above in Section (d). - Drainage from the site is into the Eagle River. The river bank drops steeply from the site and no flooding problems are expected. Approximate limits of the 100 -year flood plain are shown on Exhibit A. The Colorado Division of Wildlife does not consider this property an important habitat for elk. However, it is considered a critical winter range for mule deer. In view of 4.01.01 - continued the property's proximity to the Denver and Rio Grande Western Railroad and the Nottingham gravel pit, as well as the recent development in Eagle -Vail, Avon, and the STOLport, it is probably no longer a critical range. The Wildfire Hazard Area Maps by the Colorado State Forest Service designate the parcel as an "A" rating, or low hazard. Wildfire should pose no problem for the development. A wildfire report is provided in Exhibit D. No known radiation affects the property, and no mineral deposits are known. According to William Nottingham, who has operated gravel pits nearby for many years, the property is not economically feasible for a gravel operation because of the size of the rock. 4.01.02 INFORMATION (a) Nottingham Station shall be the name of the proposed subdivision. (b) The developers have begun negotiations with the Avon Metropolitan District to include the property into the District. As evidence, a letter from Mr. A.J. Wells, president of the district, is attached as Exhibit E. The project will also have fire protection provided by the district. The water distribution system will be engineered to state, county, and district standards. (c) The development will receive sewer service from the Upper Eagle Valley Sanitation District. Attached as Exhibit F is a letter dated December I, 1981, from Mr. James Collins, district administrator, stating that the district can and will serve the property. In addition, the developers have service commitments from Rocky Mountain Cable Television, Holy Cross Electric Association, and Public Service Co., which are included as Exhibits G, H, and I. Construction of the project including utilities, roads, and structures is to be phased, with the first portion to begin in the summer of 1982. EXHIBIT B 4B 1 4B :�A EXHIBIT B PAGE 20 -� R 8 2 W 30 5� �f T 4 s T 5 S W W T_ W Z_ J Ilk ^' � IN •••...- - - . - - - • - - - n L V N D MLRA+sJ 0� Lce'. �1 -po MUSSEL SERIES y USTIC TORRIORThENTS. FINE-LOAMY, MIXED (CALCAREOUS!• FRIGID THE MUSSEL SERIES CONSISTS OF DEEP WELL DRAINED SOILS FORMED IN ALLUVIUM. TYPICALLY THEY HAVE A LOAM SURFACE LAYER ABOUT 7 INCHES THICK. THE UNDERLYING MATERIAL 1S MAINLY A LOAM. THEY ARE ON FANS ANC TERRACES IN A l0 TO 14 INCH PRECIPITATION ZONE. THE NATIVE VEGETATION IS MAINLY MID AND SHORT GRASSES. THE GROWING SEASON i3 90 TO 120 DAYS. SLOPES RANGE FROM 0 T� OERCENT. 1 ESTIMATED jQ PROPERTIES ICEPThI I I IFRAC.TIPERCENT OF MATERIAL LESS ILIOUID IPLAS- I I(IN.11 USDA I I TEXTURE I UNIFIED I I AASHTO 1>3 INI THAN 3- PASSING- SIEVE N22_1 LIMIT ITICITYI I 0-7 IL ICL. CL -ML I IA -4. A -6 I(p 1 T)l 4 1 10 1 40' 1 200 I ISNO�jc -J 0 ISO -100 90 -100 75 -95 55-75 120 -35 15 -15 1 17 -411L ICL. CL -ML IA -4. A -6 1 O 190 -100 90-100 75 795 55 -75 i 20 -35 1 5 -15 141- 601SR- SIL -LS ISM. VL IA -4 I 0 1p0 -100 75 -100 65 -95 45-75 1 15-20 INP -5 I 1 1 1DEPiNiCLAY !MOIST puLKI PERMEA- I AVAILABLE I SOIL I SALINITY I SHRINK- JEROSICNIWINO IQ CI CORROSIVITY I Ir(IN.JI(PCTJI DENSITY I BILITY IWATER CAPACITYIREACT[ONI(MMMOS /CM)I SWELL IFACTORSIEROD.IMATTER J— 1 I I (G /CM3) I (IN /HR) 1 (IN /IA) 1 (PH) I iPCT 1 wTr it r l T, onUol rn STEEL ICOn TAI 1 0-7 118 2711.20 1.40 1 0.6-Z.0 1 0.16 -0.18 17.9 -8.4 1 - J R LOW 1.371 S 1 4L 1 2 -5 1 HIGH I 17-4111p- 2711.20 -1.40 1 0.6 -2.0 J 0.16 -0.18 17.9 -8.4 1 L I LOW 1 LOW 1.371 1 1 1 141 - 60110 - 2011.20 -1.40 1 0.6 -2.0 1 0.12 -0.14 1 I 1 I I 1 1 I I 1 i I I I I 17.9 -8.4 I I I �2 1 L 4 1 1 J I I 1 I LOW I.37' 1 I 1 I I I I I I r FLOODING I__— FIGH WATER TABLE 1 CEMENTED PAN I BEDROCK ISU IFNCE IHYDIPOTENT-LI I DEPTH I KIND IMONTHS JOEPTHIHARDNESSIDEPTH IHARONESSIINIT.ITOTALIGRPI FROST I I FREOUEIJCY I DURATION IMGNTHS 1 (FT) I 1 1([N) 1 1 (IN) 1 1([Al iijN) 1 1 ACTION I NONE 1 1 1 >6.0 1 1 1- I I >60 I 1 I 1 B IMODERATF1 SANTTARY FACII tT TES GONSTR irTTnw MAT O.AL I I MODERATE -PERCS SLOWLY GCCO (SEPTIC TANK I ij I I I ABSORPTION I JJ ROAOFILL I I FIELDS 1 I 1 11 II I I I I 1 0-2X. MODERATE SEEPAGE II I IMPROBABLE- EXCESS FINES I' SEWAGE 12 -7X: MODERATE- SEEPAGE.SLOPE JI I t I LAGOON 1 7 +X: SEVERE-SLOPE S SANG AND AREAS I ( i ii II i 1 J I SANITARY I ' II I IMPROBA8LE- EXCESS FINES 1 SLfGNT 1 1 _ AREAS 1- 1 If 11 1 J I I SANITARY I S L/G H T �i i IMPROBABLE- EXCESS FINES I LANDFILL J JI GRAVEL I I (TRENCH) I 11 I I I I SLIGHT 11 I I i SANITARY 1 I `CG a LANDFILL J J I TOPSOIL I I (AREA) I II I 1 1 i I GOOD II I I DAILY I I COVER FOR 1 If WATER MAMAGEM YT I LANDFILL I 11 1 0 -3X: MODERATE- SEEPAGE I I II POND 1 3-6X: MODERATE- SEEPAGE.SLOPE 1 II RESERVOIR I it AREA I 9U /LD[NG SITE_CEVELOPMENT 1, I I I J SEVERE- CUTBANKS CAVE JI I I SEVERE - PIPINGS I SHALLOW I I (EXCAVATIONS I - 11 I DIKES AND I DIKES AND 1 I 1 I I 1 II LEVEES t1 I 1 i I DWELLINGS i SLIGHT JI I SEVERE -NO WATER I WITHOUT I II EXCAVATED II PONDS J 1 J BASEMENTS I IJAOUIFER FED I I DWELLINGS SLIGHT 1 II tl I I DEEP TO WATER 1 I WITH II I 1 BASEMENTS i .DRAINAGE 11 1 i SMALL i 0-4X. SLIGHT If I O -3X: ERODES EASILY I I COMMERCIAL 14-ax: MODERATE - SLCPE ( 11 J 3 +X: SLOPE.ERODES EASII.Y� i BUILDINGS i II IAR[GATIOA 11 J I I MODERATE -FROST ACTION Ji J ERODES EASILY LOCAL � I II TERRACES I I IS AND II AND I IE£TS 1 JI DIVERSIONS 11 I - I LAWNS. SLIGHT ILAAOSGAPING II I EAOOES EASILY 1 I AND GOLF ( II GRASSED 1 J FAIRWAYS J - II WATERWAYS M6SSEL SERIES • MASITAT SUITABILITY 1 CLASS- I POTENTIAL FCR HABITAT ELEMENTS ' AS HABITAT FCa;_ 1 RECREATIONAL DEVELOPMENT IYETLANDISHALLOUtIOPENI.D IWOOGLD IWETLANOIRANGELDI _ MODERATE -DUSTY TREES IPLANTS I [PLANTS I WATER IWILDLF II 1 0-25: MODERATE -DUSTY I J I I - IV. POORI FAIR I 1 1 I 1 l I I 1 I if 1 2-65: MODERATE- SLOPE.DUSTT I 1 CAMP AREAS I (RANGELAND OR FOREST UNDERSTCRY VEGETATION) [[PLAYGROUNDS 11 1 6*5: SEVERE -SLOPE 1 I i (DRY WEIGHT) EY CLASS DETERMINING PHASE J I COMMON PLANT NAME I SYMBOL TALL ! I I MODERATE - DUSTY I 1 I II I SEVERE - ERODES EA31LY �' I 1 I I INEEDLEANOTHREAO 1 STC04 1 II PATHS I I I I 1PIC141C AREASI S I I I 11 AND ( t I IOThER PERENNIAL GRASSES ( PPGG 1 TRAILS 11 I 1 I 1 CAPABILITY AND YIELDS PER ACRE CF CROPS ANC PASTURE (H14H LEVEL MANAGEMENT) 5 I ! I I I I 1 I CLASS- I CAPA- I NOEAT. I BARLEY I SUGAR I ALFALFA I PASTURE 1 I I 1 DETERMINING I BILITY I SPRING I 1 BEETS 1 MAY ( 1 I 1 1 PHASE L 1 foul I (BU) 1 (TONS) I (TCNS) I (AUM) 1 I INIRRItRR INIRR IIRR INIRR IIRR INIRR 11RR, INIRR IIRR• INIRR IIRR, INIRR IIRR. INIRR IIRR. { 10-45 1 3E 1 2E 1 25 1 60 1 35 1 100 I 1 16 1 1 6 1 1.1 1 9.0 1 1 1 1 1 I4-6i 1 3E 13E ( 23 1 50 130 1 90 1 I 14 1 1 5.5 11.1 1 9.0.1 1 1 i 1• 1 1 I I 1 I I I 1 I I I I I { 1 1 f I 1 I I I I I I 1 I I 1 1 I I I 1 1 I I 1 1 i 1 I 1 1 i IE! ALL 1 1 I I CLASS- I ORD I_ MANAGEMENT PROELEM5 _ DETERMINING I SYM I EROSIONI EQUIP. ISEEDLINGI WINOTH.1 PLANT Hulce 1 I A. VAon 1 I fM1T I MrOT.Y_1 HAZARD I COMPF COMMON TREES ISITEI TREES TO PLAN NCNE ISIBERIAN PEASHRUB 1121WESTERN SANOCMERRY 16 IRUSSIAN -OLIVE ILILAC 1101NANKING CHERRY 15 IGREEN ASH 1COMMCN CHOKECHERRY 1121TATARIAN HCNEYSUCKLEIILISIBERIAN ELM I I i I I I I I I I 1 1 1 t 1 T i I I I 1 1 1 t" i� 1 1 1 1. 1171OLUE SPRUCE 1151 1161ROCKY MT. JUNIPER 1131 123IPCNOEROSA PINE 1171 1 1 1 1 1 1 1 1 1 1 I 1 WILDLIFE MASITAT SUITABILITY 1 CLASS- I POTENTIAL FCR HABITAT ELEMENTS I POTENTIAL AS HABITAT FCa;_ 1 DETERMINING IGRAIN CIGRASS SI WILD IMAROWO ICONIFERISHRUSS IYETLANDISHALLOUtIOPENI.D IWOOGLD IWETLANOIRANGELDI 1 CHASE I SEED ILEGUME 1 HERB, I TREES IPLANTS I [PLANTS I WATER IWILDLF IWILCLF 11,11-2LF lW(LOLF I TALL 1 FAIR ( GOOD I FAIR I I I I 1 I - I - I FAIR I I IV. PCCRIV. POORI FAIR I I i I - IV. POORI FAIR I 1 1 I 1 l I I 1 I 1 I I I I t I I I PCTENTIAL NATIVE PLANT CCYMUNITY (RANGELAND OR FOREST UNDERSTCRY VEGETATION) 1 I PLANT I PERCENTAGE COMPOSITION (DRY WEIGHT) EY CLASS DETERMINING PHASE J I COMMON PLANT NAME I SYMBOL TALL 1 I (NISPN) 1 I 1 I 1 1 1BLLEEUNCH WHEATGRASS ( AGSP ( 55 ( I 1 I I INEEDLEANOTHREAO 1 STC04 1 15 I I I I I (GREEN NEEOLEGRASS 1 STV14 I S I I I I 1 IWESTERN ■NEATGRASS I AGSM 1 5 IOThER PERENNIAL GRASSES ( PPGG 1 10 ICThER PERENNIAL FORBS I PPFF 1 5 I I I I I ICTMER SHRUBS I SSSS I 1 I 1 I 1 I 1 I i 1 I 1 1 1 1 1 1 1 5 I ! I I I I 1 I I I I I 1 I I I I 1 I I I I 1 ! I 1 1 I i I I I I I 1 i POTENTIAL PRODUCTION (LOS. /AC. DRY WT): I I 1 FAVORABLE YEARS I 1600 I NGRMAL YEARS ( 1400 1 I I 1 1 ^'1• I UNFAVOR ROLE YEARS I 1000 1 I I 1 FOCTNOTES - 8/81 16C— Mussel loam, 1 to 6 percent slopes. The deep, well drained soil is on terraces and footslopes. It formed in alluvium. Elevation is 6,500 to 7,500 feet. The average annual precipitation is 13 to 14 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost-free period is 75 to 90 days. The surface layer is light gray loam 8 inches thick. The upper 34 inches of the underlying material is sandy clay loam. The lower part to a depth of 60 inches is gravelly sandy clay loam. Included in this unit are small areas of Yamac soils. Included areas make up about 10 percent of the total acreage. Permeability of the Mussel soil is moderate. Available water capacity is high. Effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. This unit is used for hayland and homesite developement. If this unit is used for hayland, the main limitation is low fertility. Grasses and legumes grow well if adequate fertilizer is used. The suitability of this unit for rangeland seeding is good. The potential plant ocmmunity on this unit is mainly western wheatgrass, needle andthread, Nevada bluegrass, Sandberg bluegrass, and big sagebrush. The average annual production of air -dry vegetation is about 800 pounds per acre. This map unit is well suited to homesite development. Capability subclasses IVe, irrigated, and IVe nonirrigated. It is in Rolling Loam range site. - -I ----------------- ----------------------- I yam. I1 Ap rn OT OWa0I :Zal 1<2m <r+ M., 0 I rN 1i 7111 I I I I I Z ) 1 / 1 1 2.1 • �tA <Nf'1 00 > > ->> 1!10 k'II 01W 1+a • 1 � T W r.I 11 O� -S M OJAC �+ w IzrAf pa.. >Z= a0•+ I =zz r1 v.. =if, rl�►c 1 wO•+ elan i izlcl _wO W --- v S i-- -L••.. W - -1- - -I �%v�►+ z A 10.,10 nC1 <.. •+71< >•Mi J n.•.i I .00 011 AI I OOmOI 1 vrI 1 mmmml I IOCcNm Am•• r0 rm vrA r< 1 Sr= ••r< zr1 N�-•> OZ z IC7I 1<) �- 1 1 1 01. 11" 111. 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Irn I zl - - -i I.-- IC10IrI I---------------- o f 1 1 kn 1112301 It N 1 1 I o1 1- - -- I 1 1 hII of 1 1 1 1 1 l01 1 I 1 I INr,I .. to / 1 1 1 I P-Ir I 1 1 1 1 lakni - - -- 1 1 1 Izhl I t- - -I 1 — — » » .- — --- - - - - -- 1-- 1--I1CI 1 1 1 1 101201 1 1 1 ( labl I�I�I 1 I I I 1 1 1 1 Ic IN 1-- - - - 1 I 1 I 1�-bl 1 I I I I I IZ .. 1 1 1 I 1 =I I 1 1 1 t 1'•• It 1 1 1 I 1 Im101 - - -- 1 1 1 1 I <knl --------------- »11-- -Inlsl i i i I 1101 ; I HI II I IZII i--------------- i-- -wi , I II �+ I 1 I �l I- II I III I1 1 111 I- 1------------- - -I -_I 1 I - - -- � r f' i a .> i► a I' 5-5- C00295 S O I L I N T E R P R L T A T I O M S R E C O R O MLRA(S): 48 MERGEL. SERIES.. REV. RJL -RD. 7 -80 TORRIORTHENTIC HAPLUBQRGLLS. LUAMY- SKELETAL. MIXED THE MERGEL SERIES CONSIST OF DEEP. WELL- DRAINED SOILS FORMED IN ALLUVIUM OR OUTWASH. THEY OCCUPY FANS AND VALLEY SLOPESo:. TYPICALLY. THE SURFACE LAYER IS GRAVELLY LOAN. ABOUT 10 INCHES THICK. THE SUBSURFACE AND UNDERLYING LAYERS TO 60- INCHES OR MORE IS VERY GRAVELLY LOAM. NATURAL VEGETATION IS GRASS. AVERAGE ANNUAL PRECIPITATION IS 18 INCHES. THE FROST -FREE - SEASON IS 70 TO 90 DAYS. SLOPES RANGE FROM 3 TO 65 PERCENT. ESTIMATES SOIL PROP�ERIIES _ I DEPTH[ I I IFRACTIPERCENT OF MATERIAL LESS ILIOUID IPLAS- I I(IN.11 USDA TEXTURE I UNIFIED I AASHTO 1>3 INI THAN 3- PASSING SIEVE ND. I LIMIT ITICITYI I 1 I 1 1(P T)1 4 1 10 1 40 1 200 1 (INDEX I I O- IOIGR -L. CN-L ISM. ML IA -4 I 0- LOITO -60 50-75 50 -66 35-55 1 20-35 INP-LO I 110- 601GRV -L. CNV -L. CNV -CL IGM -GC. GC IA -2 1 0-'20125 -50 20-50 15-40 10-35 (.20 -40 ) 5 -15 I iGP-)- -L I I I I I I i 1 1 I 1 1 I 1 IOEPTHICLAY [MOIST BULKI PhAMEA- I AVAILABLE I SOIL I SALINITY I SHRINK- IEROSIONIWIND IORGANICI CORROSIVITY [ ' I(IN.II(PCT I DENSITY I dILITY [WATER CAPACITYIREACTIONI(MMHUS /CM)I SWELL IeecIOR51EROO.INATTER I i 1 1<2MM)! (G/CM ) 1 (IN /HR) I (IN /IN) 1 (PH) 1 _ IPUTENTIALI K I T IGROUPI (PCT) 1 STEEL_ ICObgB=,1 10 -10115 -271 1 0.6 -2.0 1 0.16 -0.18 IT.4-8.4 1 - I LOW 1.201 5 1 5 1 2 -4 1 NIGb_1MODERATE1 110- 60115 -271 1 0.6 -2.0 1 0.06 -0.08 17.9 -8.4 1 - I LOY 1.201 1 1 1 i I I I I I I I I I I 1 1 I i 1 I I 1 I f I I OTENT-LI- FROST I - ACTION I 40DERATE I SANITARY �i sILITIES CONSTRUCTION MATERIAL I 1 } BX: MODERATE -PEALS SLDrtr 11 I 3-15 X: GOOD I (SEPTIC TANK 18 -LSX: MOOERATE-PERCS SLOWLY.SLOPE II 1 15 -25X: FAIR -SLOPE I I ABSORPTION 115 +X: SEVERE - SLOPE 11 RUAOFILL 1 25+X: POOR - SLOPE I I FIELDS I 1 I II I1 I I l I I 1 3-7X: MODERATE- SEEPAGE.SLOPE 11 1 IMPROBABLE - EXCESS FINES I SEWAGE 17+X: SEVERE -SLOPE I I LAGOON 1 SAND I . -AREAS I II F I 1 3-6X: MODERATE -TOO CLAYEY II I IMPROBABLE - EXCESS FINES f: 1 ` SANITARY 1 8-15X: MODERATE- SLOPE.TOO CLAYEY If I f I LANDFILL 115 +X: SEVERE -SLOPE 11 GRAVEL I [TRENCH) 1 1 1 1 I I 1 3-8X: SLIGHT II 13 -1SX: POOR -SMALL STCNES.AREA RECLAIM �- 1 SANITARY 18 -15X: MODERATE -SLOPE IJ 1 15+X: POOR -SMALL STONES.AREA RECLAIM.SLOPE I LANDFILL I IS +X: SEVERE -SLOPE 11 TOPSOIL I I• ;, (AREA) 1 I 1 3-13X: POOR -SMALL STONES 11 I DAILY 1 15+X: POOR -SMALL STONES.SLOPE 11 WATER MANAGEMENT I COVER FOR I 11 _ 1 3 -8X: MODERATE- SEEPAGE.SLOPE I LANDFILL I I1 POND 1 8 +X: SEVERE -SLOPE I I I 11 RESERVOIR 1 l II AREA I t BU)LD[NG S)TE D V'�noMEN7 II 1 - I I I 3-8X: SLIGHT II I MODERATE -LARGE STONES i. I SHALLOW 8-15X: MODERATE- SLDPE. 1 1EXCAVATIONS 115 +X: SEVERE -SLOPE - 11 DIKES AND I t" I I 1 I 11 LEVEES 11 I I I' 1 1 1 3 -8X: SLIGHT 11 I SEVERE -NO WATER I I DWELLINGS 1 8-15X: MODERATE -SLOPE I1 EXCAVATED I I I WITHOUT 115 +X: SEVERE -SLOPE 11 PONDS I I BASEMENTS I I IIAOUIFER FED I - I 1 3-8X: SLIGHT II I DEEP TO WATER I DWELLINGS 1 8 -15X: MODERATE -SLOPE 11 1 I I WITH 1 15+X: SEVERE -SLOPE II DRAINAGE I I I BASEMENTS I I 1 3"4X: SLIGHT 11 I ORCUGHTY.SLOPE I SMALL 1 4-8X: MODERATE -SLOPE II I I COMMERCIAL I S +X: SEVERE -SLOPE 1I IRRIGATION I I BUILDINGS i- I 1 1I 11 I 1 1 I 1 3"8X/ MODERATE-FROST ACTION 3-8X: LARGE STONES - 1. I LOCAL ( 8-15X: MODERATE- SLUPE.FROST ACTION II TERRICES I S +X: SLOPE.LARGE STONES 1 1 ROADS AND ( 15+X: SEVERE -SLOPE 11 AND i STREETS I II DIVERSIONS I LAWNS. 1 3-8X: MODERATE -SMALL STONES.LARGE STONES II =I }BX: LARGE STOMES.DR000HTV [ [LANDSCAPING 1 8-15X: MODERATE -SMALL STCNES.LARGE STONES. 11 GRASSED 1 8 +1: LARGE STONES.SLOPE.OR000HTY I AND GOLF 1 SLOPE If WATERWAYS I -° I FAIRWAYS I 1 13 +X: SEVERE -SLOPE ( 11 11 I 1 I f REGICHAL INTERPRETATIONS t 1 1 - 3 I FOOTNOTES J (t ) MERGEL SERIES - - - C0022%- , !\ RECREATIGNAL F { 3-8X. MODERATE -SMALL STONE$.OUSTY DEVELOPMENT - (- 11 1 3-6X: SEVERE -SMALL STONES I 16 -1SX: MODERATE- SLOPE.SMALL STONES.DUSTY 11 - 1 6 +X: SEVERE- SLOPE.SMALL_ STONES CAMP AREAS 1 15«X1 SEVERE -SLOPE - - 11PLAYGROUNOS 1 I _ I 1 3-8X. MODERATE-SMALL STONtSsDUSTY 11 1 3-15X: MODERATE -DUSTY T:.. I 1 0-15X: MODERATE- SLOPE.SMALL.STONES.OUSTY II PATHS 1 15 -251: MODERATE- SLOPE.DUSTY I-PICNIC AREAS) IS": SEVERE -SLOPE - II AND 1 25*%: SEVERE- SLOPE - I - 11 TRAILS CAPABILITY D YIELDS PER ACRE- OF CLASS- I CAPA - ( I CROPS AND PASTURE (Mt -H LEVEL MANAGEMENT) I I I 1 --. 1 DETERMINING- I.alLITr 1 1 PHASE - - INIRRIIRRL INIRR IIRR. INIRR IIRR, 12-12X 1 4E I 4E I INIRR IIRR. INt RR IIRR, INIRR IIRR INIRR IIRR, INIR i t241 1lie I- 1 I I I I I I 1 I I I I I 1 I I 1 1 • 1 f I I 1 I I I I I I 1 I C i. 1•.- I _` - WDQOLAND SUITABILITY _ CLASS- "- I ORD . _ POTENTIAL PRODUCTIVITY I i DETERMINING SYM I EROStONI EOUNGIMEDLINGI 1 WINOTM.1 PLANT I COMMON TREES ISITEI TREES TO PLANT (" I PHASE I 1 HAZAan 1 LIMIT I MORTIY 1 HAZARD 1 COMPET 1 IINOXI { &ONE 1 1 T- i - •rN I- CLASS- DETERMIH -G PHASE( SPECIES FHTI NONE 1 I I I BREAK�_� SPECIES IHTI SparrL.a I 1 1 I 1 SPECIES INTI 1 WILDLIFE MAGI TAT SUITAd ILITY 1 _ CLASS- I PUTENTtAL FCR MAB /TA7 ELEMENTS DETERING IGRAIN 6IGRASS 6I WILD IMARDWO E PMN 1 SEED (LEGUME 1 HERB. 1 TREES ICONIFERISHRUBS (PLANTS I 1 OPEPT uMr OD a T tOCTLANOISMALLOWI 0 I ►ETLA NDIRANGELDI . IPL�Mrc 1 - ' I POOR i FAIR 1 FAIR I I6rX- I. 1 FAIR r.rro IrjL DLF IWiLOLF IWILDLF I POOR 1V. POUR( FAIR ( - IV OR I. FAIR I - - 1 POOR 1 -FAIR I FAIR 1 - • I T I t - I FAIR IV. POCRIV. POORI FAIR 1 - - IVs- POORI_FAIR I t 1 I I I i I - 1 i ! - - POTENTtA± NATIVE PLANT COMMUNITY (RANGELAND UR FUR 95T OMPOSITIIM_(DRY UND R TORY VEGETATION) _ PLANT -. 1 PERCENTAG WEIGHT) BY CLASS DETERMINING PH ASF COMMON PLANT NAME I SYMBOL TALL - 1 1 -- - 1 1. PN) IMUTTONGRASS POFE I - VESTERN WHEATGRASS I AGSM I 13 I I I IPtNENEEDLEGRASS - I STP12 1 10 - INEEDLEANOTHREAD I STCOA I S 1- IBOTTLE8RU5#T SOUIRR_ELTAtL 1 SIHY I 5 1. 1 IINDIAN RICEGRASS ORMY 5 - -. (ANTELOPE sarTERBRUSH ( PUT02 I 3 IINDIAN PAINTBRUSH I CASTI2. i 3 I I I -- ISASIN BIG SAGEBRUSH ; ARTR2 I _ 15 I 1 1 POTENTIAL PRODUCTION (LBS. /AC. DRY WT). 1 FAVORABLE YEARS 1200 NORMAL YEARS -- I 1000 I FOOTNOTES J (t ) 8/81 28C— Uracca- Mergel complex, 1 to 6 percent slopes. This map unit is on alluvial fans, benches, and valley sides. Elevation is 6,800 to 8,400 feet. The average annual precipitation is 16 to 19 inches, the average annual air temperature is 40 to 43 degrees F, and the average frost -free period is 75 to 95 days. The native vegetation is mainly woody shrubs, grasses, and fortis. This unit is 50 percent Uracca soil and 40 percent Mergel soil. The components of this unit are so intricately intermingled that it was not practical to map them separately at the scale used. Included in this unit are small areas of similar soil with thicker surfaces and less coarse fragments. Included areas make up about 10 percent of the total acreage. The Uracca soil is deep and well drained. It formed in alluvium derived dominantly from mixed igneous and metamorphic parent materials. Typically, the surface is covered with 3 to 15 percent boulders, stones, cobbles, and gravel. Typically, the surface layer is brown cobbly sandy loam 3 inches thick. The upper 5 inches of the subsoil is cobbly sandy loam. The lower 7 inches is very cobbly sandy clay loam. The substratum to a depth of 60 inches or more is extremely cobbly loamy sand. Depth to uniformly calcareous material ranges form 6 to 40 inches. Coarse fragment content ranges from 35 to 85 percent by volume in a major part of the A and B horizons. Permeability of the Uracca soil is moderately rapid. Available water capacity is moderate. Effective rooting depth is 20 to 40 inches. F;Jnoff is slow, and the hazard of water erosion is slight. M The Mergel soil is deep and well drained. It formed in glacial outwash. Typically, the surface is covered with 3 to 30 percent boulders, stones, cobbles, and gravel. Typically, the surface layer is grayish brown cobbly loam 8 inches thick. The upper 12 inches of the underlying material is very cobbly sandy loam. The lower part to a depth of 60 inches is extremely stony sandy loam. Depth to uniformly calcareous material ranges from 0 to 12 inches. Coarse fragment content ranges form 35 to 80 percent by volume. Permeability of the Mergel soil is rapid. Available water capacity is low. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the hazard of water erosion is slight. This unit is used mainly for irrigated hayland and pastureland. It is also used for homesite development and rock quarry operations. It is a good source of gravel or crushed rock, or both. The potential plant community cn this unit is mainly Letterman needlegrass, bluebunch wheatgrass, Indian ricegrass, Utah serviceberry, and antelope bitterbrush. Other less numerous plants that characterize this site are western wheatgrass, mountain big sagebrush, and scattered Gambel oak. The average annual production of air -dry vegetation is about 1,200 pounds per acre. If the range condition deteriorates, mountain big sagebrush, Kentucky bluegrass, cheatgrass, and annual weeds increase. The suitability of this unit for rangeland seeding is low. The main limitations for seeding are stones and boulders on the surface. Management practices suitable for use on this unit are proper range use, deferred grazing, rotation grazing, and aerial spraying fcr brush management. This soil is limited for livestock watering ponds and other water impoundments because of the seepage potential. J If this unit is used for hay and pasture, the main limitation is low water holding capacity necessitating frequent irrigation. Use of nitrogen and phosphorus fertilizer promotes good growth of forage plants. Proper stocking rates, pasture rotation, and restricted grazing during wet periods help to keep the pasture in good condition and to protect the soil from erosion. Irrigation water can be applied by the corrugation, sprinkler, and flooding methods. Use of pipe, ditch lining, or drop structures in irrigation ditches facilitates irrigation and reduces ditch erosion. If this unit is used for urban development, the main limitaitons are large stones and boulders both on the surface and within the soil profile. Population growth has resulted in increased construction of homes on this unit. Preserving the existing plant cover during construction helps to control erosion. Removal of gravel and cobbles in disturbed areas is needed for best results when landscaping, particularly in areas used for lawns. Effluent from septic tank absorption fields can surface in downslope areas and thus create a hazard to health. If the density of housing is moderate to high, community sewage systems are needed to prevent contamination of water supplies as a result of seepage fran onsite sewage disposal systeins. Areas in this unit adjacent to hillsides are occasionally effected by runoff, which may also be accompanied by movement of rock debris. The map unit is in capability subclass VIIe, irrigated, and VIIs, nonirrigated. It is in Stony IAam range site. is medium, and the hazard of water erosion° JS `slignr. ru il��lCLa�c. The Mergel soil is deep and well drained. It formed in glacial outwash. Typically, the surface is covered with 3 to 30 percent boulders, stones, cobbles, and gravel. Typically, the surface layer is grayish brown cobbly loam 7 inches thick. The upper 11 inches of the underlying material is very cobbly sandy loam. The lower part to a depth of 60 inches is extremely stony sandy loam. Depth to uniformly clacareous material ranges from 0 to 12 inches. Coarse fragment content ranges from 35 to 80 percent by volume. Permeability of the Mergel soil is rapid. Available water capacity is low. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the hazard of water erosion is slight to moderate. This unit is used mainly for rangeland. It is also used for limited homesite development and wildlife habitat. The potential plant community on this unit is mainly Letterman needlegrass, bluebunch wheatgrass, Indian ricegrass, Utah serviceberry, and antelope bitterbrush. Other less numerous plants that characterize this site are western wheatgrass, mountain big sagebrush, and scattered Gambel oak. The average annual production of air -dry vegetation is about 1,200 pounds per acre. If the range condition deteriorates, moutain big sagebrush, Kentucky bluegrass, cheatgrass, and annual weeds increase. The suitability of this unit for rangeland seeding is poor. Mechanical treatment is not practical, because the surface is stony. Management practices suitable for use on this unit are proper range use, deferred grazing, rotation grazing, and aerial spraying for brush mangement. If this unit is used for urban development, the main limitations are large stones and boulders in the soil profile, and slope in the steeper areas. Population growth has resulted in increased construction of homes on this unit. Preserving the existing plant cover during constructicn helps to control erosion. Rowval of gravel and cobbles in disturbed areas is needed for best results when landscaping, particularly in areas used for lawns. Effluent from septic tank absorption fields can surface in downslope areas and thus create a hazard to health. If the density of housing is moderate to high, community sewage systems are needed to prevent oontaimination of water supplies as a result of seepage from onsite sewage disposal systeias. Slope is a concern in installing septic tank absorption fields. Absorption lines should be installed cn the contour. This map unit is in capability subclass VIIs irrigated and nonirrigated. Loam range site. Steamboat Springs District Inter - Mountain Engineering - Box C100 Avon, Colorado 81620 Dear Sirs: EXHIBIT D r Colorado State Forest Service P.O. Box 520 Steamboat Springs, Colorado 80477 July 28, 1980 - The -piece of property thati -lies between the Eagle River and the railroad tracks in Section 12 T5S, R82W is all classified as low hazard. I have enclosed the appropriate portion of the fire hazard map for your future reference. - There should be nothing needed to be done in order to reduce the fire hazard on the piece of property in question. If I can be of any further assistance please feel free to contact me. Si erely, ' I� Terry Wattles District Forester N )r J 14 f f A, -i jAVI ILI, R €NA7_AFcD GLASSES Coro ?-,,Xl rETT 0 -No hazard A - LOW },rjzard e - Medium hazard _T x - Severe hazard - brush C - Severc.. J,ozord Dowu • -1. -11. EXHIBIT E AVON METROPOLITAN DISTRICT P. O. Box 457 Avon, Colorado 81620 Business Office 949 -5050 December 21, 1981 Mr. Jeff Spanel Intermountain Engineering P.O. Box C -100 Avon, Colorado 81620 Re: Water Service to Nottingham Station Property South of Railroad Tracks, East of Avon Road,. but North of the Eagle River (approximately 15 -20 acres) Dear Mr. Spanel: The purpose of this letter is to confirm in writing our District's intentions of providing water service to subject property. As you know the Owners of subject property, presently Nottingham Associates, will necessarily need to take steps to be included into our District or to enter into an Out -of- District Service Agreement with our District for said service. Very truly yours, A. J. Well Presidy ent a Chairman AJW /rf cc: District Board Members EXHIBIT F EXHIBIT F UPPER EAGLE VALLE Y CLEAN W.kTER AND SANITATION DISTRICTS 0950 W. Beaver Creek Blvd. • P.O. Box Y • Avon, Colorado 81620 • (303) 949 -5274 1QW December 1, 1981 Mr. Jeffrey M. Spanel, P.E. Inter - Mountain Engineering, Ltd. Box C -100 Avon, Colorado 81620 ~ Re: Nottingham Station Avon, Colorado Gentlemen: Be advised that the Upper Eagle Valley Sanitation Dis- trict can and will provide wastewater treatment services to the above - referenced property. We expect it to consist of approximately 160 units. The Upper Eagle Valley Sanitation District presently has excess capacity in its wastewater treatment plant at _ Avon to provide this service. Sewer main line extensions must be constructed at owners expense in accordance with the rules and regulations of the district. Additionally, util- ity easements will be required on the property compatible with the provision of regional service by all of the utili- ties. Especially, we look forward to seeing how water and z sewer mains integrate with the provision of service to Eagle - bend and other properties within this region. We desire to effect water main looping as well as gravity sewer whenever possible. It is our assumption that water service is being obtained from Avon Metropolitan District. Is this correct? If you have any further questions, please feel free to contact Duane Davis or myself. Sincerely, UPPER EAGLE VALLEY SANITATION DISTRICT James P. Collins Administrator cc: Duane Davis LeRoy Tobler A.J. Wells RI -9 ii_7 PARTICIPATING DISTRICTS: Avon Metro Water • Beaver Creek Metro Water • Berry Creek Metro • Bighorn Water Eagle -Vail Metro • Edwards Water • Gore Valley Water • Lake Creek Meadows Water • Lions Ridge Water Upper Eagle Valley Sanitation • Vail Intermountain Water • Vail Village West Water & Sanitation Vail Water & Sanitation EXHIBIT G EXHIBIT G ROCKY MOUNTAIN CABLE TV, INC. P.O. Box 439 Avon, CO 81620 December 8, 1981 Jeff Spanel Inter - Mountain Engineering, Ltd. Box C -100 Avon, CO 81620 RE: Nottingham Station Dear Mr. Spanel, In response to your letter dated November 20, 1981 and your telephone conversation with Jerry Davis this morning, Rocky Mountain Cable TV will be able to commit to serving Nottingham Station with television signals. If you have any questions please call me at 949 - 5530., Thank you. ,,-21n rely, SSheila -badis EXHIBIT H HOLY CROSS ELECTRIC 1301 GRAND AVENUE P.O. DRAWER 250 GLENWOOD SPRINGS, COLORADO 81601 November 30, 1981 Mr. Jeffery Spanel P.O. Box C -100 Avon, Colorado 81620 EXHIBIT H ASSOCIATION, INC. AREA CODE 303 94S-5491 945-6056 RE: Nottingham Station (East of Avon Road between D &RGW and Eagle River) Dear Mr. Spanel: Be it known that the above mentioned development is within the certificated service area of Holy Cross Electric Association, Inc. Be it further known that Holy Cross Electric Association, Inc. has existing an overhead power line which crosses the development. This line may be in conflict with your proposed construction. The power line is operated at 24900 volts and is capable of providing the necessary power for your development subject to the rules, tariffs, and regulations on file with the Public Utilities Com- mission of the State of Colorado and to appropriate contractual arrangements with Holy Cross Electric Associ- ation, Inc. It will be the developer's responsibility to alter, enlarge, extend, or move the existing line to desired locations within the above mentioned development. Sincerely, HOLY C ECTRIC ASSOCIATION, INC. "Walt r man, Construction Engineering Supervisor WDD:lsz EXHIBIT I EXHIBIT I T. x r a�, .. 02 d P. 0. Box 430 Minturn, CO 81645 949 -5781 December 2, 1981 Inter - Mountain Engineering, Ltd. Box C - 100 Avon, Colorado 81620 Att'n: Mr. Jeffrey M. Spanel, P.E. Re: Nottingham Station Dear Sir: Public Service Company of Colorado will serve the above referenced project with natural gas service, based on the rules and fegulations for gas service extensions and the gas attachment scheduling program on file with the Public Utilities Commission of Colorado. New customers and customers desiring additional amounts of natural gas are connected to the Company system following the application for the required amounts of natural gas, via the temporary gas attachment scheduling program. Currently, there is no waiting list for gas commitments. Upon receipt of an application for natural gas service, I will initiate the process to construct the necessary facilities. I have enclosed a guide to the information that will be needed to complete your application. Due to construction backlogs and an abbreviated construction season, prompt attention to the service application will be greatly appreciated. If I can be of further assistance, please feel free to contact me. SinceFely, ; Dis.rict Representative GHyjn Enclosure: Commercial Gas Information Sheet