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HomeMy WebLinkAbout1.0 ApplicationRay Baldwin Inc. LAND PLANNING • Subdivision Design & Land Surveying Box 1271 • Rm 309 •Centennial Plaza•Carbondale CO 81623 • Office: 9633946• Home: 9632523 Jan. 30, 1978 Board of County Commissioners County Courthouse Glenwood Springs, Colo. Gentlemen; Mr. Pierre Barthelemy is hereby submitting the P.U.D. zoning request application and preliminary plat for the proposed Rifle Service Park. It is a fourteen lot industrial warehousing subdivision. It is also requested that this subdivision be considered for a variance from the open space requirement of the Garfield County subdivision regulations. It is felt that the warehousing nature of this subdivision is not conducive to the maintenance of an open space area. Also, being a non-residential subdivision, the impact on schools will be small, and some consideration for variance from this requirement will be appreciated. We would appreciate all consideration and action given to this project. Sincerely, Agetalerge Ray Baldwin (Agent) • 1 DODSON ENGINEERED PRODUCTS, INC. P. 0. Box 248 GLENWOOD SPRINGS, COLO. 81601 • )1, a r. ev:-1rotr, +} F ent i ?'F TT 1.11 Jan. 30, 1978 Board of County Commissioners County Courthouse Glenwood Springs, Colo. Gentlemen; The proposed water and sewer systems for the proposed Rifle Service Park are as follows: 1. The water system will be served by a well with the distribution lines placed in the streets. It is understood that within the very near future, the Town of Rifle is going to construct a new water line approximately 1000 feet West of this property. At that time all atempts will be made by the developer to connect to the Rifle water system. At this time the well permit has been applied for, but has not been received. 2. The domestic sewage will be handled by a small packaged treatment plant to be constructed on the proposed development. Should you have any questions and/or if we can be of further service concerning these matters, please feel free to contact me. Res .ectfull ysimitted, Hugh L. Graham P.E. & L.S. 303-945-8596 • 1 Mr. Ray Baldwin, L.S. P.O. Box 1271 Carbondale, Colorado 81623 Dear fir. Baldwin: T As oer your request, we have made a site inspection and cursory o co study of the surface dr3- na ce or an 18.68 acre parcel, labeled Li w Parcel "B" as shown or;cit]ed SE T. 6 S., R. 93 W., 6th P.\1.p �,^e=�-,a1/4 SE 1/4, Sec, 10, D o red by SScarrow and Walker/K.K.B.N.A., Inc. dated November 9, 1977. O < z o It is our understanding that the J o the requirements of Section 14.08.05 (7) of this report is to satisfy q ( ) (e) (iii) of the Garfield w County Zoning Resolution (April, 1975). This report should not be w z used for any other purpose except as possibly a reference or guideline for a more detailed drainage study or plan when preliminary engineering w a. development plans are prepared. cc co December 2, 1977 0 0 w Z w z Z zC.9 CDw CONSULTING P. 0. BOX 669 z w Q a z 0 w U ENGINEERING 0 0 0 0 J w 818 COLORADO A site inspection of the property was made by the writer on November 30, 1977. The following observations were made as a result of that site inspection. 1. The above referenced map refers to a 1' culvert in the Southeast corner of the property under Highway 6 and 24. This is a 24" C.M.P. culvert. 2. The above referenced map refers to a 4' x 6' concrete culvert in the Southwest corner of the property under Highw,. 6 and 24. This box culvert with wingwalls does not go through to the South side of the highway but leads to a 24" C.M.P. which continues to the South side of the highway. 3. The above referenced map does not reflect a culvert pipe which carries ditch water (from the ditch running East to West through the property) from East to West under the County Road near the Northwest corner of the !;roperty. 4. The above referenced neap does not reflect the existence of a wet boggy area in the upper Northeasterly corner of the property nor does it show the cour.E,(s) of water seeping from the small pond which appears to he the ;;lain cause of the wet boggy area. 5• Drainage North of this property which at one time r onto the property has been diverted by the County road aand ibltsined s ditches and by irrigation ditches and grading and now drains North TO: Ray Baldwin RE: Drainage Study PAGE: Two and West of the County Road and is not a consideration for off-site drainage. This area is beyond the limits of the property and is not shown on the above referenced map. 6. It would appear that approximately 10 acres of off-site drainage North of the property should be considered and that all the area North of the ditch running through the property would drain to and be intercepted by the ditch. Conclusions and Recommendations It would appear that the site is not subject to any potential flooding by surface water run-off either at a concentrated point nor by sheet drainage. It is further anticipated that surface water run-off from the development of this site can be adequately handled so that it will not create any adverse affects on adjoining properties. It is recommended that the following items be addressed during the preliminary engineering plans for the development. 1. That a complete drainage study be performed to determine the amount of water which the +?itch traversing the property is subject to carrying so that any relocation or piping of the ditch can be properly engineered. Z. That all surface and roof drainage from development North of the ditch be directed to the ditch. 3. That surface and roof drainage from development between the ditch and highway be split to utilize both culverts under the highway and the ditch as necessary so that the capacity of none of the three are exceeded during the design storm peak flows. 4. That the various culvert pipes and ditches on and off-site be checked for capacity with full development of the property. 5. That the cause of the seepage water now draining onto the property be corrected and that if necessary same be channeled and handled with the other surface run-off. 6. That adequate subsurface investigations be performed to determine the location of seasonal high ground water which will be needed for design of on-site sanitary waste disposal systems, building foundations, and foundation and other subsurface drain systems. • TO: Ray Baldwin RE: Drainage Study PAGE: Three Should you have any questions and/or if we can be of service to you for the preliminary engineering of this proposed development, please contact me. Resp•ctfully ; tted, Hug L. Graham P.E. and L.S. HLG/lkp 1 • Parking lot or garage as principal use of the let; Automotive service station; General service establishment including lumber yard, motor freight depot and storage; Plant for processing natural resources and agricultural materials or fabrication of goods from processed natural resources; MINIMUM LOT AREA: 7500 square feet MAXIMUM LOT COVERAGE: 80 percent MINIMUM SETBACK: (1) Front yard: Arterial streets: feet form front lot line. Local streets: 25 feet from front lot line (2) Rear yard: 7.5 feet from rear lot line (3) Side yard: 10 feet from side lot line or 2 the height of the principal building, whichever is greater. MAXIMUM HEIGHT OF BUILDING: 35 feet MAXIMUM FLOOR AREA RATIO: 0.50/1.0 More than one building may be constructed of an individual lot, providing the total lot coverage of all improvements does not exceed the maximum lot coverage. • • PROPOSED PUD ZONING FOR RIFLE SERVICE PARK Uses, by right: Warehousing and storage of all type and size of materials; auditorium, public bu'Ading for admin- istration; Office for conduct of business or profession, studio for conduct of arts and crafts provided all activity is conducted within a building; Commercial establishments as listed below provided the following requirements are observed: (1) All fabrication, service conducted within a building; (2) All storage of materials or obscured by a fence; and repair operations are whall be within a building (3) All loading and unloading of vehicles private property; (4) No dust, noise, glare or vibration is projected beyond the lot; is conducted on Wholesale and retail establishments including dry -goods, furniture, appliances, automotive and vehicular equipment, hardware, mobile homes, building materails, feed and plant materials, and greenhouses; Wholesale or manufacturing or distrubition of food, beverage, or clothing; Single family dwelling providing it is in conjunction with and attached to a business; Personal service establishment including bank, barber or beauty shop; dry-cleaning plant serving individuals only, photo studio, shoe repair, tailorshop; General service establishments including repair and service of automotive and vehicular equipment, vehicular rental, service and repair of appliance, shop for blacksmith, cabinetry, glazing, machining, printing, publishing, plumbing, sheet metal and contractor's yard and shop; s • The printed portions of this form approved by the Colorado Real Estate Commission (SC 26-10-7b) For use in sale of VACANT LAND ONLY AND OPTION CONTRACT (VACANT LAND) • October 21 77 RECEIPT RECEIVED FROM PIFRRF. BARTHF.J.FMY Purchaser tX3 ALii , the sum of $ in the form personal phi rk ,19 , � _ - - - - - ---- -- —� , - - . r-- to be held by _Rills, _Realty, Inc. , broker, of in his escrow or trustee account, as earnest money and part payment for the following described real estate situate in the County of Garfield , Colorado, to wit: A 20 +/- acres parcel Township 6 South, Range fully described on the with all easements and rights of way appurtenant terms and conditions for the purchase price hereby receipted for, $_._____additional of land situated in the SkSE4 of Section 10, 93 West of the 6th P.M. and being more attached sheet marked as Exhibit "A". thereto, which property purchaser agrees to buy upon the following as follows 4i- `- ' of $— --, payable , _ _ earnest money within two (2) days following acceptance of this contract by sellers. $ in the form of a Cashier's Check or certified funds at time of closing. The balance of $. shall be paid at time of closing by de- livery of a negotiable promissory note executed by buyer. Said note shall be paid in 60 equal, consecutive monthly installments of $.- , including principal and interest, said interest being 817 per annum. Buyer shall have right of prepayment without penalty ex- cept for th a 1978 in which said note is closed to repayment Pbialin c-Cu�de:e mai be secured by a first deed of trust encumbering all of $ub ect. ropers 1. Land as is ogetrier with any and all water rights appurtenant thereto. 2. Small barn currently on subject property. 1. An-abslraet-of t4llrM-seid-propertyree!rtifitei4o-date er ilicurrent commitment for title insurance policy in an amount equal to the purchase price, at seller's option and expense, shall be furnished the purchaser on or before November 15 19 77 If seller elects to furnish said title insurance commitment, seller will , deliver the title insurance policy to purchaser after dosing and pay the premium thereon. 2. Title shall be mercl,..,,table in the seller. Subject to payment or tender as above provided and compliance with the other terms and conditions hereunder by purchaser, the seller shall execute and deliver a good and sufficient warranty deed to said purchaser on Dr _befnre._11c ober 20 , 19 78_, or, by general mutual agreement, at an earlier date, conveying said property free and clear of all taxes, except the general taxes for 19 78, January 1, 1979 and except re nervations r'on.ta t payable and nil, and , mineral reservations of record. of all liens for special improvements now installed, whether assessed or except: none ditch traversing subject property from lines as now constructed and in place. and the following restrictive covenants: none be apportioned to date of delivery of deed based on the most recent levy and the rents, sewer rents, FHA mortgage insurance premiums and interest on en- prinr gas free and clear not; and free and clear of all liens aid encumbrances and except easements for: 1. irrigation east to west. 2. utility and subject to building and zoning regulations 3. General taxes for 197$_ shall most recent assessment. Prepaid rents, water if any, and none Lumbrances, shall be apportioned to date of delivery of deed. No. SC 26-10-75. Receipt and Option Contract (Vacant Land) —Bradford Publishing Co., 1824-46 Stout Street, Denver, Colorado —3-77 4. The hour and place of closing shall be as designated by .Rifle_..Realt ,.—IAC - b. Possession of premises shall be delivered to purchaser on --tr e subject to the following leases or tenancies: none 6. In the event the premises are substantially damaged by fire, flood or other casualty between the date of this agreement and the date of possession or the date of delivery of deed, whichever shall be earlier, this agreement may, at the option of the purchaser herein, be declared null and void and any deposit herein made shall be immediately returned to purchaser. 7. Time is of the essence hereof, and if any payment or any other condition hereof is not made, tendered or per- formed as herein provided, there shall be the following remedies. In the event a payment or any other condition hereof is not made, tendered or performed by the purchaser, then this contract shall be null and void and of no effect, and both parties hereto released from all obligations hereunder, and all payments made hereon shall be retained on behalf of the seller as liquidated damages. In the event that the seller fails to perform any condition hereof as provided herein, then the purchaser may, at his election, treat the contract as terminated, and all payments made hereunder shall be returned to the purchaser: provided, however, that the purchaser may, at his election, treat this contract as being in full force and effect with the right to an action for specific performance and damages. 8. In the event the seller fails to approve this instrument in writing within 7 days from the date hereof, or if title is not merchantable and written notice of defects is given to the seller or agent within the time herein provided for delivery of deed and shall not be rendered merchantable within 60 days after such written notice. then this contract, at. purchaser's option, shall be void and of no effect and each party hereto shall be released from all obligations hereunder and the payments made hereunder shall be returned forthwith to purchaser upon return of the abstract, if any, to seller; provided, however, that in lieu of correcting such defects, seller may, within said 60 days, obtain a commitment for Owner's Title Insurance Policy in the amount of the purchase price showing the title la be free barn such defects and seller shall pay full premium for sash Title Insurance natl. 9. Additional Provisions: See attached Exhibit "B" incorporated herein by this reference. 10. Upon approval hereof by the seller, this agreement shall become a contract between seller and purchaser and shall -inure to the benefit of the heirs, successors and assigns of said parties. Rifle Realty, Inc., Listing Agent asal(ttRe`teamalty, Inc., Selling Aged ©L� 2_`7 ilent Date Purchaser Date By. Seller approves the above contract this day of , 19 and agrees to pay a commission of % of the gross sales price for services in this transaction, and agrees that, in the event of forfeiture of payment made by purchaser, such payments shall be divided between the seller's broker and the seller, one-half thereof to said broker. but not to exceed the commission, and the balance to the seller. Q171'/[211.1,s." • Seller Seller Purchaser's Address BOX 1323, Basalt, CO $lb2 303-927-361R c !i �- (.` t I l 1 -)44. --de Seller's Address ct EXHIBIT "A" Legal Description to that certian contract dated October 21, 1977, between Pierre`Barthelemy as Buyer and Richard H. Renn, as Seller. Beginning at the Northeast corner of the Sz of the SE4 of Section 10, Town- ship 6 South, Range 93 West of the 6th P.M., thence South 800.06 feet along the East line of the Sz of the SE4 to a point 8n the Northerly right-of-way line of U.S. Highway 6 and 24; thence South 63 43' West 1410.64 pet along the Northerly right-of-way line of said Highway, thence North 10 3' East 89.35 feet, thence North 24 24' East 806.61 feet, thence North 604.83 feet to a point on tbe Northerly, line of the Sz of the SE% of said Section 10, thence South 89 50' East 916.00 feet along the Northerly line of the said Sz of the SE4 to the Northeast corner of said S1/2 of the SPA, the point of beginning, said property lying and being in the Sz of the SE4 of Section 10. in LOts 1 and 2 of Section 15, all being in Town€h'p 6 South, Range 93 West of the 6th P.M. Together with all water and water rights, ditches and ditch rights used therewith or appurtenant thereto. EXCEPTING THEREFROM: A parcel of land situated in the Sz of the SE4 of Section 10, Township 6 South, Range 93 West of the 6th P.M., County of Garfield, State of Colorado, said parcel of land is described as follows: Beginning at a point on the Northerly line of sap S1/2 of SE4 whence the Northeast Coiner of said S1 of SE4 bears: S. 89050'00" E. 370.37 feet; thence S. 00 10'00" W. 450.00 feet; thence N. 89°50'00" W. 554.32 feet; thence North 450.00 feet to a point of the Northerly line of said S1 of SE4 "thence S. 89°50'00" E. along the Northerly line of said Sz of SE4 555.63 feet, more of less to the point of beginning, containing 5.00 acres, more or less. Together with all water and water rights appurtenant thereto including ditch and ditch rights used therewith including the • Holt -Moyer Spring. EXHIBIT "B" Additional terms and provisions to that certain contract dated October 21, 1977, between Pierre Barthelemy as Buyer and Richard H. Renn as Seller. 1. Seller hereby authorizes buyer to represent subject property for subdivision and rezoning before the appropriate government bodies of Garfield County. Buyer shall remain solely responsible for any costs or fees incurred in process of subdivision or rezoning, and shall save and indemnify the seller of such costs and fees. 2. Buyer shall be entitled to have seller subordinate one acre parcels, to a maximum of four such parcels, for each $ paid to seller; and to have seller release one acre parcels, rectangular in shape and contiguous with the exterior boundary of the subject property, for each $ paid to seller, not including payments applied toward subordination of parcels. Buyer shall provide a surveyed description of parcels to be so released or subordinated. Subordination shall be only for the purpose of obtaining construction or permanent financing for improvements to be situate on the subordinated property. 3. All applicable provisions of this contract shall survive transfe of title. 4. The down payment of $ and promissory note afore- mentioned may be changed at time of closing at seller's request to insure that seller will not receive over 30% of the selling price in his first tax year following closing. CONSTRUCTION SCHEDULE I/ Construction shall be started within one year after final plat appro- val of the proposed Rifle Service Park 2/ Depending on the growth of the Rifle area, completion of the whole project, should take between ten and twenty years. • ACTIVITIES'S ORIENTATION OF THE PROPOSED RIFLE SERVICE PARK MAIN: -Contractor shop -Wholesaler -Repair shop -Small plant for fabrication of goods -Retail for business needing large space, such as: Car dealer, farm equipment, contractor equipment dealer, ect... - Warehousing and storage SECONDARY: Greenhouse - Veterenary clinic -Studio for conduct of art - Office -Tools, equipment, vehicles, rental -Motor freight depot GOALS OF THE PROPOSED RIFLE SERVICE PARK. I/ Provide facilities for small contractors, or businesses, to rent, or lease, built space from 600 square feet and up, with whatever facilities needed for each particular case, electricity, gas, heating, bathroom, loading dock, insulated building or not, ect...., but not more facilities that they really need. 2/ Provide opportunities, for medium size contractors or businesses, wholesalers ect...., to lease, or buy, their own lot, and have facilities built to their particular needs, or share with one or two other businesses, one lot, or buildin 3/ Warehousing of all types, and all sizes, (excluding dangerous materials, or any materials which could be adverse to local environment) 4/ Creation of facilities such as: answering service, radio paging, secreterial services, photo copies, ect...., to help small contractors and businesses, to run their business smoothly. 5/ Provision will be made by protectives covenants, to insure of a nice environ- -went, by landscapping, and parking regulations, inside of the proposed Rifle Service Park, to protect the welfare of each users, and tenants. 6/ Emphasize will be made much more toward leasing built facilities, than toward selling lots. improvement and to restore the damaged portion of the site and landscape the same. II/ Every site on which improvements have been erected shall be landscped in the street setback and upon all unimproved areas of the lot. All landscapping shall be designed so as not to disturb the general drainage plan for the whole propo- -sed Rifle Service Park 12/ For each builing constructed on a site, sufficient parking areas shall be provided on the site, laid out and constructed at the same time than said buildin: and maintened thereafter in good condition and state of repair. 13/ No parking shall be permitted on any public or private road. I4/ Should any mortgage or Deed of Trust be foreclosed on the property to which these covenants apply, persons who thereupon and thereafter become the owner or owners of such property, shall be subject to and bound by all covenants enumerated 15/ Easements and rights of way for lighting, heating, electricity, gas, telephone water and :sewerage facilities, and any other kind of public or quasi-public utility service are reserved, no fence, wall, hedge, barrier, or other improve- -went shall be erected or maintened on, accross or within the areas reserved for easements and rights of way, nor in such close proximity thereto as to impair the access to or use thereof. Bookcliff Soil Conservation District December 4, 1978 P.O. Box 1302 Glenwood Springs, Colorado 81601 DEC 61978 111 To: Ray Baldwin, Garfield County Planning Department, Glenwood Springs, CO From: Bookcliff Soil Conservation District Board Subject: Rifle Service Park Subdivision Review We have reviewed the Rifle Service Park Subdivision. This site has a high water table during the irrigation season and is subject to ponding from summer thunderstorms. A drainage system is needed for surface runoff as well as underground water. As surfaced roads and building increase additional water will need to be drained into the area. This area needs additional fill dirt. Plans for revegetation of disturbed soil need to be developed before construction starts. Plant species adapted to the soil conditions should be used. We agree with the soils report from Chem and Associates on the hazards of developing the area. Stanley Woodyard SW/te CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT 1�� 9rn FOREST SERVICE COLORADO STATE UNIVERSITY COLARADQ STATE FOREST SERVICE Ray Baldwin, Planning Director Garfield County Planning Dept. 2014 Blake Avenue Glenwood Springs, Colorado 81601 • oieum BuiEding DEG, 1129 Colorado Avenue, Rooms 217 & 2 __., 1978 Grand Junction, Colorado 81501 Petr�.� Telephone 303 / 242-7518 December 5, 1978 Dear Mr. Baldwin, RE: Rifle Service Park There are no problems with this proposal relative to wildfire hazards. Thank you for the opportunity to review the proposal. Sincerely, John Denison District Forester 7111) i • United States Department of the Interior BUREAU OF LAND MANAGEMENT Glenwood Springs Resource Area P. 0. Box 1009 Glenwood Springs, Colorado 81601 Mr. Ray Baldwin, Planning Director Garfield County Planning Department 2014 Blake Avenue Glenwood Springs, Colorado 81601 • IN REPLY REFER TO 1780 7-162 December 7, 1978 B Dear Mr. Baldwin: This letter is a response to your November 28, 1978 request for comments on the Rifle Light Industrial Service Park. We have checked our Land and Mineral Ownership Plats and have determined that the proposed industrial park would not affect and/or impact public lands or minerals. For this reason, we have no comments on this proposal. Sincerely, (�OLUTION i0 6 cINm 1?76 1916^ Alfred W. Wright Area Manager RICHARD D.1 LAMM GOVERNR p cc 1 :W 1978 (� r �jhllli�- u . COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING - 1313 SHERMAN STREET DENVER, COLORADO 80203 PHONE (303) 839-2611 December 11, 1978 Mr. Ray Baldwin Garfield County Planning Department 2014 Blake Avenue Glenwood Springs, CO 81601 Dear Mr. Baldwin: RE: RIFLE SERVICE PARK, GARFIELD COUNTY We have reviewed the preliminary plat and attendant information on the 14 lot service park near Rifle. The geologic conditions which should be considered prior to development have been adequately addressed in the report prepared by Mr. Hans Froeschle of Chen and Associates, Inc. If the recommendations contained in the Chen report are followed, we have no objection to the approval of this application. WRJ/vt cc: Land Use Commission Sincerely, Walter R.' Juthge Engineering Geologist GEOLOGY STORY OF THE PAST .. . KEY TO THE FUTURE JOHN W. ROLD Director STATE OF COLORADO Richard D. Lamm, Governor DEPARTMENT OF NATURAL RESOURCES DIVISION OF WILDLIFE Jack R. Grieb, Director 6060 Broadway Denver, Colorado 80216 (825-1192) Mr. Ray Baldwin, Director Garfield County Planning Department 2014 Blake Avenue Glenwood Springs, CO 81601 Dear Mr. Baldwin: 1 Jig 41 January 5, 1979 We have reviewed the Preliminary Plat for the Rifle Service Park and no questions or objections to it. Thank you for the opportunity to check this development proposal. Sincerely, Bert Baker Land Use Coordinator BB/kk cc: Bill Clark Don Crane DEPARTMENT OF NATURAL RESOURCES, Harris Sherman, Executive Director • WILDLIFE COMMISSION, Sam Caudill, Chairman Michael Higbee, Vice Chairman • Jay K. Childress, Secretary • Jean K. Tool, Member • Vernon C. Williams, Member Thomas Farley, Member • Roger Clark, Member • Wilbur Redden, Member 2014 BLAKE AVENUE 411 GARFIELD COUNTY • PLANNING DEPARTMENT GLENWOOD SPRINGS, COLORADO 01601 November 28, 1978 PHONE 945-0212 ENVIFONI'AENTFs,! PESOURCES r r1 Dn77 L: 2EC 4 1978 ,t fil'`:'. Of WILDLIFE TO WHOM IT MAY CONCERN: Eil6i.NEL', ING SECTION A 1a7r We would appreciate your comments concerning this proposed development. Itis a 14 lot light industrial service park. It will be served by a central water and sewer. system. If you have any questions concerning this matter, please feel free to contact this office. Thank you. Sincerely, PLANNING DEPARTMENT Ray '-Bldwin Flaming Director RB/hr 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 December 18, 1978 Mr. Ray Baldwin, Planning Director Garfield County Planning Department 2014 Blake Avenue Glenwood Springs, CO 81601 Re: Rifle Service Park Dear Mr. Baldwin: C.J. KUIPER State Engineer W LV 14* We have reviewed the above referenced industrial subdivision. The plat shows that each of the 14 sites will be connected to a central water supply from an existing water district. However, the district has not been identified nor has a commitment for service been submitted. Due to this, we cannot recommend approval of the Rifle Service Park. We would be most happy to review additional information at your request. JAD/GDV:mvf cc: Lee Enewold, Div. Eng. Land Use Comm. Very ruly yours, i( . Jeris A. Danielson Deputy State Engineer PROPOSED PUD ZONING FOR RIFLE SERVICE PARX Uses loiEiR1111: Warehousing and storage of all type and size of materials; auditorium, public building for admin- ,istration; Office for conduct of business or profession, studio for conduct of arts and crafts provided all activity is conducted within a building; Commercial establishments as listed below provided the following requirements are observed: (1) All fabrication, service and repair operations are conducted within a building; (2) All storage of materials whall be within a building or obscured by a fence; (3) All loading and unloading of vehicles is conducted on private property; (4) No dust, noise, glaro or vibration is projected beyond the lot; Wholesale and retail establishments including dry -goods, furniture, appliances, automotive and vehicular equipment, hardware, mobile homes, building materails, feed and plant materials, and greenhouses; Wholesale or manufacturing or distrubition of food, beverage, or clothing; Single family dwelling providing it is in conjunction with and attached to a business; Personal service establislaTent including bank, barber or beauty shop; dry-cleaning plant serving individuals only, photo studio, shoe repair, tailorshop; General service establishments including repair and service of automotive and vehicular equipment, vehicular rental, service and repair of appliance, shop for blacksmith, cabinetry, glazing, machining, printing, publishing, plumbing, sheet metal and contractor's yard and shop; Parking lot or garage as pr. -- pal use of the lot; Automotive service station; General service establishment including lumber yard, rotor freight depot and storage; Plant for processing natural resources and agricultural r ateri.als or fabrication of goods from processed natural. resources; MINIMUM LOT AREA: 7500 square feet MAXIMUM LOT COVERAGE: 80 percent MINIMUM SETBACK: (1) Front yard: Arterial streets: 25 feat form front lot line. Local streets: 25 feet from front lot line (2) Rear yard: 7.5 feet from rear lot line (3) Side yard: 10 feet from side lot line or 1 the height of the principal building, whichever is greater. MAXIMUM HEIGHT OF BUILDING: 35 feet MAXIMUM FLOOR AREA RATIO: 0.50/1.0 More than one building may be constructej of an individual lot, providing the total lot coverage of all improvements does not exceed the maximum lot coverage. w uJ 2 0 2 U1 CONSULTING 303-945-8596 October 13, 1978 Garfield Planning and Zoning Commission Garfield County Courthouse - c70 Glenwood Springs, CO. 81601 COLORADO RE: Rifle Service Park Gentlemen: At the request•of fir. Witkowski, this letter is to explain more ui completely the proposed timing for utility and roadway construction z at Rifle Service Park. a_ GLENWOOD P. 0. BOX 669 w l w 818 COLORADO At this time it is anticipated that the Service Park will be developedin three (3) filings: Filing 1 will consist of Lots 3, ti and 7, it is anticipated Filing 2 will consist of Lots 5, 8, 9 and 10, and it is anticipated Filing 3 will consist of the remainder of the develop- ment. These, of course, may be modified depending on the exact lot demand at the time of filing. Sewer Fi i ina 1 will consist of the provision of holding tanks for the first 20,000 sq. ft. of building. Filing 2, or additional building within Filing 1, will require the installation of the lift station and force main to Cottonwood Springs (designed for full development) and collec- tion oliec-.tion facilities to serve all of Filings 1 and 2 thereby eliminating the holding tanks. Filing 3 will consist of extension of the collection system to service the additional lots. Water Filing 1 (first 20,000 sq. ft.) will consist of installation of a well, j umphouse, and pump controls sized for full development and a ground storage facility for fire protection. A distribution system will be ex- tended to the lots in Filing 1. Filing 2, or additional building within Filing 1, will consist of providing elevated storage for fire protection (designed for full development) and additional distribution system piping. The Owner will completely finance the fire protection storage • which will be in addition to the storage requirements of whatever service area the storage facility serves (i.e. Cottonwood Springs Mobile Home Park). Filing 3 will consist of extension of the distribution system to service additional lots. Garfield Planning and Zoning Commission October 13, 1978 Page Two Roads and Drainage Filing 1 will consist of the installation of the on-site gravel roadway from the County road to the main existing drainage ditch running through the property. All drainage work along the road will be completed as well as lot drainage within the filing. Filing 2 will not require additional roadway; lot drainage will be completed within .the filing. Filing 3 will consist of the extension of the roadway across the drainage ditch (with the installation of the roadway culvert) to the end of the proposed roadway as shown. Lot drainage will be completed as well as all drainage work along the road extension. 1 hope this will serve to clarify the proposed utility and roadway construction schedule for.. Rifle Service Park. We look forward to meeting with you to discuss anything that requires additional information. Sincerely, (2 �� j✓••i%i ala . Dean W Gor dun Rifle Service Park Water and Sewer Utility Plan Rifle Service Park is a PUD to the East of Rifle which is zoned for general service and commercial and light industrial development. The park is planned for 14 lots, however, the exact distribution of individual businesses on the lots is not predictable. The reason is the different space requirements by different businesses. For instance, a lumber yard may require up to four lots while several commercial businesses could occupy a single lot. For this reason, the exact utility requirements are not entirely predictable at the preliminary planning stage. In order to provide ultimate development with the hest and most economical utility system, the utilities will be provided in two steps. The. Planning and Zoning Commission has already recognized phasing in provision of fire protection. The on-site water distribution system will also be phased, however, the water source will be developed fully during initial construction. The sewer utilities will also be . phased . Initial construction wi it involve nvolve i4t more than 20,000 O Sf of building in approximately four (4) separate buildings. Ultimate development wi 11 involve the complete bu i 1 dou t of the Park. For purposes of utilities design desgn F will be assumed that .here will ll? a total of 14 equivalent units at full Ci:?vc?l Qp!i�c?Jit. An equivalent unit is assumed to have a dailydomestic water and sewerage demand of 350 bpd. Sewer Utility Initial construciton will • consist of the provision of holding tanks for individual buildings. Tanks shall be 750 to 1000 gallons sized to provide a minimum of one week capacity for the building served. It is entirely possible that some of the initial construciton, ,warehousing being an example, may not need sanitation facilities. Disposal will consist of contract hauling to the Cottonwood Springs aerated lagoon system. Full development of the sewer utility will involve installation of a collection system as required to serve those lots actually re- guir•ing service, lift station, and force rain to Cottonwood Springs. The collection system will be expanded on a lot by lot .basis . The utility plan indicates the proposed system required to provide service to all lots. In the lot by lot expansion process, this configuration will be followed in terms of location, main size, etc., however, complete construction will not occur until site development is complete. The lift stat ion will be designed for a peak flow of 2 gpm/equivalent unit. Maximum size would be 28 gpm. The station will have duplex pui;?ps each sized for peak demand. The pumps will be of the grinding variety to reduce any solid size being pumped, and will allow use of a force rain of 2°' size. The lift station will be a package unit confor ; i ng to current Department of Health regulations. The Cottonwood Springs aerated lagoon system has recently been approved for construction by the Department of Health; construction is anticipated during Fall, 1978. The system has been designed specifically to accomodate wastes from Rifle Service Park. Total design capactiy of the aerated lagoon system is 75,000 GPD; average daily flow from the ultimate development of the mobile home park is 70,000 GPD, and capactiy reserved for Rifle Service Park is 5,000 GPD. Average total daily flow is estimated at 4900 GPD (350 GPD,( equivalent unit, 14 total units};for Rifle Service Park. Attached to this report is a proposed services agreement for sewage treatment between Rifle Service Park and Cottonwood Springs in- dicating n- dicating the intent on both parts to provide such services and also indicating the available treatment capacity of 5,000 GPD. On-site sewerage facilities will be owned and operated by the Developer. Water Utility Initial construction will consist of a distribution system to serve the initially devel p d lots (for instance Lots 3 and 7) . The well, pumphousa, and pump controls, however, will be sized for ultimate demand. The system will Tilso be designed to provide fire protection of the initial units. The well will l .discharge to a holding tank, 5000 gallon size, which will provide 1000 gallons storage per unit for fire protection plus 1000 gallons storage for domesticuse. The tank will also provide chlorine _ contact time for both Ln initial and s.ultimater_development. Chlorination will take place prior to the holding tank. Ultimate demand is based on an average domestic use of 350 gpd/unit plus an irrigation use of 1/2"/week. It is anticipated that 2200 sf of each lot area will require irrigation. Average daily use in- cluding irrigation is estimated to be 12,500 gpd or 9 gpm. Using a peaking factor of 4, peak demand will be 35 gpm. The well pump will be sized for peak demand of 35 gpm. From the holding tank, a domestic high service pump with 35 gprn capacity and additionally a fire protection high service pump with 250 gpm capacity, will be installed in parallel and also together in parallel with a hydro -pneumatic tank. The fire protection pump will provide stand- by service for domestic use, and during fire demand will be called on line. The hydro -pneumatic tank size will he approximately 300 gallons based on a 30/50 psi pressure range and maximum of 10 pump cycles at peak demand. Full development will require the . i ui l rio . of the distruction system as required to serve those lots actually The distribution system will be expanded on a lot by lot basis. The proposed system to provide service to all lots is shown on the utility plan. In the lot by lot expansion process, this configuration will be followed in terms of location, main size, hydrant location, etc., however, complete construction will not occur until sit2 d?-. vel oilmen L is complete. Fire protection will then he provided through elevated storage by (1) on-site storage, (2) connection to Cotton- wood Springs water system, or (3) connection to the City of Rifle. The hell/storage tank/hydro-pheumatic tank system will continue to supply the domestic needs of Rifle Service Park. Attached to this report is a copy of the well permit allowing construction of the municipal well at Rifle Service Park. An application for a water right has been filed i n the District Court for the proposed well as evidenced by the attached application document. A total water right of 15 gpfn is being applied for. Also attached, as previously referenced, is a copy of a proposed services agreement with Cottonwood Springs dealing with provision of water storage for fire protection (see #14)It is the intent of the Developer to utilize ai ;`ated. storage at Cottonwood Springs for fire protection only. A maximum 14,000 gallons storage (1000 gallons/lot) will be provided in addition to the Cottonwood Springs storage requirements for the p'_rpo,se of fire protection at Rifle Service Park. Connection of the two systems will he through a valved 8" water line. Without elevated storage, Cottonwood Springs does not have the capacity to provide fire protection to Rifle Service Park. When constructed, the fire protection line to Rifle Service Park will be located prior to any domestic treatment facilities at Cotton- wood Springs thereby isolating the fire protection storage and transmission to Rifle Service Park from any potential mechanical or electrial restraints. On-site water utility development will be owned, operated and financed by the Developer. Off-site fire protection facilities will be financed by the Developer but will be transferred to Cottonwood Springs, Respectfully submitted, Dean W. Gor on ',:\File in quadruplicate WATER FORM B IN TUE DISTRICT COURT IN AND FOR WATER DIVISION NO. 5 STATE OF COLORADO Case No. W- -IN THE MATTER OF THE APPLICATION FOR WATER RIGHTS OF PIERRE BARTHELEMY IN Garfield COUNTY. APPLICATION FOR WATER RIGHT (Underground or well) 1. Name of applicant: Pierre Barthelemy Address of applicant: Box 1323 Basalt, Colorado Zip 81621 Telephone number of applicant: 2. Name or number of well, if any: 303/927-3638 Pierre #1 3. Legal description of location of well: Awell located in the County of Garfield, State of Colorado, in the SEaSE4 of Section 10, T. 6 S., R. 93W. of the 6th P.M. at a point 840 feet North of the South line and 370 feet West of the East line of said Section 10. Amended 4/8/72 Th:i_s well is located in the watershed of the Colorado gi(661 Xoli River. . 5. Depth of well: 100 feet 6. A. Date of initiation of the appropriation: Dec. 19, 1977 B. Date water first applied to beneficial use: N/A C. How appropriation was initiated: application for drilling permit 7. Amount of water claimed in gallons per minute of time: A. Portion absolute: gpm B. Portion conditional: — 115 gpm 8. Use or proposed use of water: 15 gpm for domestic; 100 gpm for fir protection. 9. Number of well as registered in State Engineer's Office or, if a new well, attach copy of the permit or order of. denial: 10. gX1XgA x x €ctiel,s9A' 4:36 'x sXxx ' x ' RRxthRXX XA)V g iXnE kxxixxXXXXXXXXNIPM?XX44X00xt Il li?NX xrilrxt XXxxxxxxxsxMtkA RMg xx5c xo= p-pmcadaaX xxix- XXXXXXXXXXXXXX?tmxducXgougpX. 11. Remarks: NICI •LAS By: Sire of applicant or attorney for .. t icant Regis ration No. 7788 P.O. Box 931 Glenwood Springs, CO 81601 945-9141 Name, address and telephone number of attorney for applicant -2- 1_1 STATE OF COLORADO COUNTY OF G fQ`1 E L11 -C?c-E2QE' (?),(ARTWLM ss. , being first duly sworn, upon oath, deposes and says that O he has read the foregoing application, knows the contents thereof, and that the same are true. Subscribed and sworn to before me this day sof fv\y Q0,,,,, 4 ss.L.o., r=x e ; s T Ea t98 ( 1918 . 76 -.Application must ' be complete ,„here applicable. Type or print in BLACK INK. No overstrikes or erasures unless initialed. COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 PERMIT APPLICATION FORM ( ) A PERMIT TO USE GROUND WATER pQ A PERMIT TO CONSTRUCT A WELL FOR: ( ) A PERMIT TO INSTALL A PUMP ( ) REPLACEMENT FOR NO- ( )OTHER MATER COURT CASE NO.— (1) APPLICANT - mailing address NAME STREET CITY RSA (state) (ZIP) TELEPHONE NO.�--g (2) LOCATION OF PROPOSED WELL Yom, Section Twp. —�— 5 Rng. 9_ I n� i3 A1.TER_US AND WELL DATA Proposed maximum pumping rate (qpm) Average annual amount of ground water�a — to be appropriated (acre -feet):_____ - Number of acres to he irrigated: —� Proposed total depth (feet): Aquifer ground water is to be obtained from: p TJX h _, /+ O,_ 1 - ---- Owner's well designation _r_1 GROUND WATER TO BE USED FOR: ( ) HOUSEHOLD USE ONLY - no irrigation (ON) DUSTRiAL (5) ( f74 DOMESTIC ( ) IRRIGATION (6) ( )LIVESTOCK (2) ( ) MUNICIPAL (8) ( ) COMMERCIAL (4) ( ) OTHER (9) Z DETAIL THE USE ON BACK IN (11) .(41 DRILLER Name FOR P.M Ur`aC)17 14 Al ER Rr STATE Et1G:titr-a CCL°. OFFICE USE ONLY: 00 NOTWRITE TRITE IN THIS COLUMN Dist - CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no . material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury Will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 1) A DECREE FOR TIiIS APPROPRLATION MUST UR OBTAINED FROM THE DISTRICT COURT T V An FOR THIS DIVISION NO . 5 , STATE APPROVAL IS SUBJECT TO THE ISSUANCE OF SAID DECREE. 2) A TOTALIZING FIIJW METER MUST BE INSTALL ON THE liCELL DISCHARGE WHEN THIS WATER SUPPLY IS PUT TO BENEFICIAL USE . DIVERSION RECORDS SHALL BE SUBMITTED, UPON REQUEST, TO THE DIVISION. 3) AVERAGE ANNUAL APPROPRIATION FROM TEE) -S WE SITA.LL NOT EXCEED 10 ACRE—FEET.MI 4) TIL PUt4WING RATE OF TIE WELL SHALL BE YLI LT TO 115 GAL=LONS PER MINUTE OR THE ACTUALOF T1L AQUIFER, WIU.CHEVLI'2, Is IESS .,mss Receipt No. Basin Street -_----- City Telephone No. _ -- fro (Sta'e) Lic. No. _-- (ZIP) APPLICATION APPROVED PERMIT NUMBER `-'436— 47 ��i7 DATE ISSUED__APR O aPR EXPIRATION DATE 1sTATE E rrE BY — ,- (5) Ti -{E LOCATION OF THE PROPOSED WELL arid the arca on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. + -- ± - -}- - --F {- I •�r E"i---- 1 MILE, 5280 FEET 4- + - -i- - +NORTH+ w .z 0 17- C.) 0 co 1- y W NORTH SECTION LINE I 1 1( 1 1 I 1 SOUTH SECTION LINE - --+- -} - m cn 1 m n 1 0 z m 4- -- The scale of the diagram is 2 -inches = 1 mile Each small square represents 40 acres. 6VATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute Igpm) A family of 5 will require approximately 1 acre-foot of water per year. 1 acre-foot ... 43,560 cubic feat ... 325,900 gallons. 1,000 gom pumped continuously for one day produces 4.42 acre-feet. (6) THE WELL MUST BELOCATE_D BELOW by distances from section lines. $_QS] it. from SQ Q sec. lirie (north or soutn) t 0 0 ft from F 8_5_Y sec. line LOT (east or west) BLOCK FILING x SUBDIVISION (7) TRACT ON WHICH WELL WILL BE LOCATED Owner: �JGf{� L pEH& No. of acres 18. la R -'F Will this be the only well on this tract? YE. 5 (8) PROPOSED CASING PROGRAM Plain Casing in from__. 0 ft to <_L _ft. in. from ft to__.__ ft Perforated casing in from G 0 ft to _L0_0 ft. in. from ft to_ .___—. ft. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s): RICH. No. of acres: 18•( 8 Legal description: _1_e•6Ei A. Al 0..n.-14 o ._�s uz_L�� �sT c -L LQ f,s.; P.93f• (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be used. n !ui C- T 1 C" tit' y �t3 t` ; i i C' S ' l n n r �_ r• :- 1.2 p r n p n iE d ( _LQ �' S r r t s 1 C. e p fr r• L, (12) OTHER WATER RICH T S used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for (purpose) Description of land on which used A/0 n (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON 1S TRUE TO THE BEST OF HIS KNOWLEDGE. srcn.4-rOF APPL/CANT(SI, Use/(rlrlil-innnl cheers of nanrir if nlc--n snitrp is rr•nrrirnr! DlVISIOi';OF `VA! ER RESOURCES STAT: ENGINEER'S OFFICE DEIVE-. COLORADO Received or Address_. Date F ' ' 1,19'7 J_ c�- RCEIPTIT: 8829D rri. r= /�1/ evi; Dollars S PLEASFEFER TO RECEIPT NO. t/HEN MAKING INQUIRY 1 Amount Received Otho & Reloc. aCons:ruction License R . . Late Registration Final State Engineer By / "RA - 11-76 Sale of Doak or Map Copy of Records Change of Record Objection Micro•Film Copy Livestock Applicata:o Computer Services Check No / RECEIPT COPY Erosion Application ?i_ins & Specifications IDam Inspector Fee /� / Cash M.O. ARTICLES OF AGREEMENT THIS AGREEMENT made and entered into this n H, day of August A.D. 1978, by and between KESTREL II, a Colorado partnership, whose post office address is P.O. Box 931, Glenwood Springs, Colorado 81601 and PIERRE BARTHELEMY, whose post office address is P.O. Box 1323, Basalt, Colorado 81621, hereinafter referred to as "Barthelemy", WITNESSETH: WHEREAS, Kestrel II owns and operates a sewage treatment system located on certain real property near the City of Rifle, Colorado, which property is commonly known as Cottonwood Springs Mobile Home Park and; WHEREAS, Barthelemy is the owner of certain real property contiguous with said Cottonwood Springs Mobile Home Park and is desirous of subdividing and developing said propty (hereinafter referred to as "Rifle Service Park") and obtaining sewage treatment services and fire protection services therefore and; WHEREAS, Kestrel II has obtained site approval for the construction of a sewage treatment facility capable of treating 75,000 gallons of sewage per day and has applied for a surface discharge permit for such facility and; WHEREAS,•the parties hereto have heretofore reached an agreement with regard to the provision of sewage treatment services and fire protection services for Rifle Service Park and are desirous of reducing such agreement to writing; NOW, THEREFORE, for and in consideration of the promises, covenants and agreements herein contained, the sufficiency. of which is hereby acknowledged, the parties hereto do hereby agree as follows: 1. SEWAGE TREATMENT CONSTRUCTION. Subject to the contingencies contained herein Kestrel II agrees to• construct a sewage treatment plant, which plant shall have the capacity to treat 75,000 gallons of sewage per. day. The obligation of Kestrel II to commence such construction is expressly contingent on the issuance of a surface discharge permit to Kestrel II by the the Colorado Department of Health. 2. CONNECTION. Barthelemy shall construct at his sole cost and expense a sewage collection system for Rifle Service Park in compliance with governmental standards and. shall be entitled to connect such system to the collection system of Cottonwood Springs Mobile Home Park at a location which shall be mutually agreed upon between the parties. • 3. COST SHARING. Barthelemy agrees to pay a sum equal to 12% of all costs incurred by Kestrel II in the construction and expansion Home Park sewage treatment of the Cottonwood Springs facility from its present to a facility with the capacity of 75,000 gallons of per day. Barthelemy shall be entitled to review any Mobile state sewage a nd all billing statements, charges, receipts, or invoices in connection with the construction of the aforesaid facility and to obtain copies therefrom. Barthelemy shall_ make payment to Kestrel II at the above address within ten .(10) days after the receipt -of any statement of charges from Kestrel II, which statement of charges shall be accompanied by all supporting billing statements, charges, and invoices. 4. MAINTE:ANCE AND REPLACEMENT COSTS. Barthelemy agrees to pay a sum equal to 12% of all maintenance and replacement costs incurred by Kestrel II for the benefit of the Cottonwood Springs Mobile Home Park sewage treatment facility.- Kestrel II shall provide provide Barthelemy with an itemization of all charges, expenses and costs incurred during such year, whereupon Barthelemy shall make payment to Kestrel II at the above address within ten (10) days after the receipt of such itemization and supporting billing statements, charges and invoices. 5. DISCHARGE LIMITS. Barthelemy shall he entitled to discharge 5,000 gallons of sewage per day from Rifle Service Park into the sewage collection system of Cottonwood Springs Mobile Home Park. Upon the construction of• improvements on four (4) platted lots in the Rifle Service Park, Barthelemy shall install a direct flow sewage meter system. Such direct flow meter system shall be placed in a location Mutually agreed upon by the parties and shall be subject to the right of inspection as herein provided. Such direct flow meter system shall he kept in working order and good repair at the sole cost and expense of Barthelemy. 6. EXCESS DISCHARGE. If the discharge of sewage from Rifle Service Park as determined by the direct flow meter or otherwise exceeds the aggregate amount of 100,000 gallons in any twenty (20) day period (5,000 gallons per day X 20 days), Kestrel II shall have the right to refuse to provide Barthelemy with any sewage treatment services in excess of such limit and may take any and all steps necessary to insure such limit is strictly complied with. If in its sole discretion, Kestrel II should determine that such additional sewage may be accepted for treatment, Barthelemy shall be charged an additional amount of 2¢ per each gallon of sewage so accepted. Kestrel II's election to accept such excess sewage or payment therefore shall in no way limit Kestrel II's right to discontinue the acceptance of such excess amounts at such later date as Kestrel II may determine. -3- 7. QUARTERLY SERVICE CHARGE. In addition to all sures paid under the provisions of paragraphs 2, 3, and 6 above, for each building or improvment constructed in Rifle Service Park, Barthelemy shall pay a quarterly service charge equal to $5.00 multiplied by a usage factor which shall be derived from the number and character of the waste producing appliances connected to the sewer system. The usage factor for waste producing appliances is as follows: Unit • Shower Bathtub Shower/tub Stool Wash basin Sink Washing Machine Garbage Disposal Automatic Dishwasher Urinal (manual flush) Urinal (continuous flow) Drinking fountain combination USAGE FACTOR . 1 .1 . 1 .4 .1 . 2 . 3 .15 . 15 .2 1.0 .2 The total sum of usage factors shall be multiplied by the service charge for each improvement Rifle Service Park premises. constructed on the The usage factor for each building or improvement shall be adjusted for any addition or deletion of appliances. Payment for said quarterly service charges shall he made within ten (10) days following the receipt of the quarterly service charge statement. .The service charge shall, commencing one year from the date of this agreement and annually thereafter, be increased in an amount proportionate to the increase, if any, of the then most current U.S. Consumer. Price Index for all urban consumers over said Consumer Price Index applicable as of the date of this agreement. 8. PROFIIBITED WASTE. The discharge of non -acceptable waste into the Cottonwood Springs Mobile Home Park collection system and sewage treatment facility, whether directly or .indirectly, is prohibited, and where inspection reveals the -4- presence of non -acceptable waste emanating from any lot, land, building or premises, Barthelemy shall be required at his own expense to treat, neutralize or in other ways prepare the noxious substance therein to the satisfaction of Kestrel II in order to convert the same into acceptable waste. The following are deemed to be non -acceptable wastes: a. Any liquid or vapor having a temperature of higher than 105° Fahrenheit. b. Any water or waste having a five (5) day biological oxygen demand which contains more than one thousand (1,000) parts per million by weight averaged during any twelve (12) hour period. c. Any gasoline, benzine, fuel oil, flammable or explosive liquid, petroleum product, solvent or gas. d.. Any garbage which has not been properly shredded. Only garbage disposals of domestic size will be permitted in Rifle Service Park. e. Any ashes, cinders, sand, mud, tar, straw, shavings, metal, grass, rags, feathers, plastics, wood, tar, grit, cement, bricks, onyx, carbide, or other solid or viscous substance capable of obstruction of sewer lines or any other interference with the proper operation of the sewage facility. f. Any water or waste having a Ph lower than five and one-half (5-1/2) or higher than nine (9) or having any other corrosive property causing damage or hazard to the structures, equipment or personnel of the sewage treatment facility.,. g. Any water or waste containing toxic or poisonous substances in sufficient quantities to injure or interfere with the sewage treatment process, constituting a hazard to -5- humans or animals or creating any hazard in the receiving waters of the sewage treatment facility. h. Any waters or waste containing suspended solids of such character or quantity that unusual. attention or expense is required to handle such materials at the sewage treatment - facility. i. Any noxious or malodorous gas or substance capable of creating a public nuisance. j. Any radioactive materials. k. Any surface or ground water. 9. USE OF TRAPS. Grease, oil, and sand traps or other appurtenances shall be provided when in the opinion of Kestrel II they are necessary for the proper handling of any liquid waste containing grease in excessive amounts or any flammable waste, sand or other harmful ingredients. All traps shall be of a type and capacity approved by Kestrel II and shall be located so as to be readily and easily accesible for cleaning and inspection. 10. INSPECTION. Any. designated agent or employee of Kestrel Il shall be entitled to inspect any premises located within the Rifle Service Park or any part of the sewage collection system within Rifle Service Park for the purpose of determining compliance with any provision of this agreement. Such inspections shall be made during normal business hours or at such other reasonable time as may be determined by the parties. However, in any event, reasonable notice of a proposed inspection shall be provided to Barthelemy in advance. 11. LIMITATION. Kestrel II shall have no responsibility • for maintenance, repair or replacement of any portion of the sewage collection system located in Rifle Service Park or for the connection and connecting lines located between the point of connection of the Rifle Service Park sewage collection system 'lines to the sewage collection system of Cottonwood Springs Mobile Home Park and the boundary line between the respective properties. 12. LIMITATION OF RIGHTS AND INTEREST. Barthelemy shall. have no other rights or interest in Cottonwood Springs Mobile Home Park or in the sewage treatment and collection system located thereon except as herein expressly provided. 13. FIRE PROTECTION. Barthelemy shall have the right to use for fire protection such waters as may be contained from time to time in the water storage reservoir located on the premises of Cottonwood Springs Mobile Home Park and adjacent to the northern boundary of Rifle Service Park. Barthelemy and any fire protection agency shall have the right to enter upon Cottonwood Springs Mobile Park to obtain water for the purpose of suppressing fire or fires which may occur within the boundaries of Rifle Service Park. 14. STORAGE FACILITY. It is understood that Kestrel II must construct a 50,000 gallon water storage tank for the purposes of water supply and fire protection within Cottonwood Springs Mobile Home Park prior to an expansion beyond 200 mobile home spaces and that while Kestrel II has approval for such expansion it is under no obligation to accomplish same. In the event of the construction and completion of such water storage tank, Barthelemy shall have the right to use such water storage capacity for fire protection purposes only. Such usage shall be accomplished by means of an emergency valve which valve shall be located on the boundary line between Rifle Service Park and Cottonwood Springs Mobile Home Park at a location mutually agreed upon by the parties. It is further understood and agreed that Kestrel II shall have no obligation to construct or maintain any part of the contemplated fire protection system for Rifle Service Park and that Barthelemy shall he -7- entitled to only such water and water pressure as may be available at such emergency valve. 15. TERM OF THIS AGREEMENT. This agreement shall continue in full force and effect for a period of forty (40) years after the date of execution hereof or until such time as either the sewage treatment facility site approval or surface discharge permit (to be issued to Kestrel II) is terminated by lawful governmental authority, whichever event shall first occur. 16. ASSIGNMENT. No assignment of this agreement by Barthelemy shall be valid unless consented to in writing by Kestrel II. However, consent to an assignment shall not be unreasonably withheld by Kestrel II. 17. BINDING EFFECT. This agreement contains the entire and complete understanding of the parties and subject to the provisions of paragraph 16 shall extend to and be binding upon the successors, assigns, personal representatives and lessees 18. harmless damage, of the respective parties hereto. INDEMNITY. Barthelemy further agrees to hold and indemnify Kestrel II from any loss, expense, claim, action or obligation arising from any injury to any person or damage to property arising out of or in connection with the performance of this agreement. 19. DEFAULT. In the event either party shall fail to keep or perform any covenant, condition or agreement herein contained to be kept and performed by that party the offended party shall have such recourse against the defaulting party as may be available in law or equity or at at all. 20. NON-PUBLIC .UTILITY STATUS. It is expressly understood and agreed that Kestrel II is not a public -8- utility as defined by C.R.S. (19/3) 40-1-103 and that no agreement expressed or implied shall obligate Kestrel II to furnish any sewage treatment or fire protection services to Barthelemy save and except pursuant to the terms and conditions of the within agreement. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the day and year first written above. STATE OF COLORADO ) COUNTY OF GARFIELD ) SS. Bv: KESTREL II This i�n ntrument was acknowledged before me this day of hyl�X.=� , A.D. 1978, by PIERRE BARTHIELEMY, Witness my hand and seal. My commission expires: E ? 1,19)i STATE OF COLORADO ) ss. COUN'T'Y OF GARFIELD ) Of G ft N/day i strument was acknowledged before me this , A.D. 1978, by JOHN R. SCHENK. Witness my hand and seal. My commission expires: j' -r' S. otary Public" j' REGISTERED LAND SURVEYORS cc w w 0 z CONSULTING ELDORADO ENGINEERING COMPANY 303-945-8596 August 16, 1978 Pierre Barthelemy CD P.L. Box 1323 Basalt, CO. 81621 Dear Pierre: Yesterday I had a brief discussion with Ed Feld, the County Sanitarian concerning the possible use of holding tanks for sewage in the Rifle Service Park. I explained that the intent was to use holding tanks on the first few lots to be developed until cash flow was sufficient to allow installation of a permanent sewer system utilizing the sewage treatment plant at Cottonwood Springs Trailer Park. Ed indicated of di ng tanks would be acceptable provided certain con- ditions are mei.. 1. Each holding tank would have to be engineered in accordance with tike proposed use of the lot. 2. Holding tanks could be utilized only for a predetermined length G7 of time. co Cil 3. Tha holding tanks would have to be pumped ped by a licensed h4uler m to assure proper disposal of the waste. 4. Certain devices such as an alarm to indicate when the tank was full would be required. There ire %hay be other requirements but it appears that holding talks may be used for a limited period of tinia. Hore information concerning the w use of holding tanks should be provided to the County during preliminary i� review of your P.U.D. 818 COLORADO Sincerely, /7 / / � / E Rich diol san R}i/ j lw cc: Ed Feld Grand Junction, Colorado September 28, 1978 • Mr. Rich Holsan Eldorado Engineering Company P.O. Box 669 818 Colorado Avenue Glenwood Springs, Colorado 81601 Re: Rifle Service Park Dear Mr. Holsan: Mountain 13e1 —fir -,: �,. ;t ; 21 1978 !tr. j. ELDOI AD .) ENG_ JOU NO. We have reviewed the preliminary plans for the Rifle Service Park and found the utility easements to be satisfactory as shown. We will require easements in all the roadways. May we suggest the following phraseology be used in the dedication of ease- ments within said subdivision. "And hereby dedicate to the public all the streets, avenues and roads as shown on the accompanying plat, forever, and dedicate to the UTILITIES those portions of real property which are labeled as utility easements on the accompanying plat, as easements for the installation and maintenance of utilities and drainage facilities, including but not limited to, electric lines, gas lines, telephone lines; together with the right to trim inter- fering trees and brush; together with the perpetual right of ingress and egress for installation, maintenance and replacement of such lines; said easements and rights shall be utilized in a reasonable and prudent manner 111 We believe all preliminary, as well as final, plats should show the dedication or reference to the particular "Protective Covenants" which will run with the property. Also, all "Private Roads" should be dedicated to the utilities for the installation, maintenance and operation of gas, lights, power and telephone lines. No easements should be dedicated to the property owner, cities or counties exclusively; all easements should be dedicated to the utility companies. The above request is in accordance with C.R.S. 106-2-34 (3) (d) (viii) and the Colorado Land Use Commission's paragraph 5-2, Item C-7. /04 Grand Junction, Colorado September 28, 1978 Page 2 We appreciate tha opportunity of being able to review this plan. Very truly yours, f /.lc' 'TI;1CC.f1,64 `1L.) J. C. Kilmer, SR/WA Right -of -Way Agent P.O. Box 2658 Grand Junction, Colorado 81501 JCI:: ch cc: William McDowell Garfield County Commissioner W. M. McDaniel, Mountain Bell Nick Marquez, Mountain Bell Division of Highways, State of Colorado DOH Form No. 101 Revised - AprlI, 1973 Copy Distribution White—Applicant Yellow—Mtce. Superintendent Blue—Mtce. Engineer Green—Mtce. Patrolman Pink—Utility Inspector District No 03-02 Mtce. Sec. No 11 State Highway..... 6...&...24 Permit No B 0022 DIVISION OF HIGHWAYS STATE OF COLORADO APPLICATION FOR DRIVEWAY PERMIT Application Date �.;,•••= 1 J L 4 ' , 19 • 1 1`..j... (herein called "Applicant") hereby requests permission and authority c from the Division of Highways to construct a driveway approach(es) on the right-of-way of State Highway Number. \,' adjacent to his property located on the Fk 1 1 side of the highway, a distance of 1. I. 'i..tmiie(s) from (Direction) • • 1 t {.: l! i i for the purpose of obtaining access to 1 i L l - i tit ` t( 1 `` ' (Road Jct., City Limit, or convenient landmark) (State nature of business) Applicant submits herewith for the consideration and approval of the Division a sketch (or blueprint) of the proposed installation showing all necessary specification detail including (1) frontage of lot along highway, (2) distance from center- line of highway to property line, (3) number of driveways requested, (4) width of proposed driveway(s) and angle of approach. (5) distance from driveway to road intersection, if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and/or gasoline pump island(s). The applicant binds and obligates himself to construct and maintain the driveway approach(es) in accordance with the provisions, specifications, and conditions enumerated in this document. GENERAL PROVISIONS FIRST: The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to he constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the highway right-of-way. SECOND: The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s) and its appurtenances on the right-of-way. All 'work shall be completed within 30 days of the Permit date. THIRD: The type of construction shall he as designated and/or approved by the Division of Highways and all materials used shall he of satisfactory quality and subject to inspection and approval by the Division. FOURTH: The traveling public shall he protected during the installation with proper warning signs and signals and the Division of Highways and its duly appointed agents and employees shall he held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. FIFTH: The Applicant shall assume responsibility for the removal or clearance of snow, ice or sleet upon any portion of the driveway approach(es) even though deposited on the driveway(s) in the course of the -Division's snow removal operations. SIXTH: In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be securely braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire removed shall be turned over to the District representative of the Division of Highways. SEVENTH: No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without the written permission of the Division of Highways. EIGHTH: On those highways along which access rights are restricted or for which service roads have been constructed, driveways shall connect only to the service roads and not to the main traveled highways. NINTH: Provisions and specifications outlined herein shall apply on all highways under the jurisdiction of the Division of Highways, except that on highway connecting links within the corporate limits of municipalities operating under home rule powers the Division regulations shall be subject to concurrence by the local governing body, SPECIAL CONDITIONS (Do not fill in) 1 - 5 Ft, approach, 1 - 1$" C. M2,. reaui red lender aproich . The_light_a_ aay e e will be braced before the opening is made. The approach will be paved from the edge of the oil mat to the Right of Way line with at least 2 1/2" of A.C. type asphalt material. The construction area will be cleared of all debris and rock when the installation has been completed. The construction signing will conform to the Uniform Traffic Control Devices Manual Section VI, Par. 6A-1 thru 6B-4. In signing this application and upon receiving Division authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provi- sions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed by the Division of Highways. Signed: (Owner) Address: i1 `5 i t t N Ivia Phone: �\ ;) i 1 % --',I• PERMIT GRANTED THIS 29th I)AY OF September , 19 78 , SUBJECT TO THE PROVISIONS, SPECIFICATIONS, ANI) CONDITIONS STIPULATED ED HERi';IN. DIVISION OF HIGHWAYS, STATE OF COLORADO E.N. HAASE. Chief Engineer By: EMERY t . RADBJRY". Maintenance Superintendent 13y: RICHARD A. PROSENCE. District Engineer NOTE TO APPLICANT: This permit shall be made available at the site where and when work is being done. APPLICANT PLEASE NOTE: The above space is provided fora work sketch or drawing of the proposed driveway(s). No application will he accepted or processed, nor permit granted, without the required specification plan or blueprint. (Specifications on Reverse Side) Division of Highways, State of Colorado DOH Form No. 101 Revised - April, 1973 Copy Distribution White—Applicant Yellow—Mtce. Superintendent Blue—Mtce. Engineer Grecn—Mtce. Patrolman Pink—Utility Inspector 1�ttir-riA District No 03-02 Mtce. Sec. No 11 State Highway 6 & 24 Permit No B 0023 DIVISION OF HIGHWAYS STATE OF COLORADO APPLICATION FOR DRIVEWAY PERMIT t 1; • Application Date )1... c.S '2 (- 19...1.5"J. (herein called "Applicant") hereby requests permission and authority from the Division of Highways to construct a driveway approach(es) on the right-of-way of State Highway Number r,L- t ` adjacent to his property located on the (Direction) ti -1.-t* 1- L i i'11 (Road Jct.. City Limit, or convenient landmark) 11 side of the highway, a distance of from for the purpose of obtaining access to..!..)...1.,!...........i._..i•...:.... i...•:I (State nature of bu::inesM) Applicant submits herewith for the consideration and approval of the Division a sketch (or blueprint) of the proposed installation showing all necessary specification detail including (1) frontage of lot along highway, (2) distance from center- line of highway to property line, (3) number of driveways requested, (4) width of proposed driveway(s) and angle of approach, (5) distance from driveway to road intersection. if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and/or gasoline pump island(s). The applicant hinds and obligates himself to construct and maintain the driveway approaches) in accordance with the provisions, specifications, and conditions enumerated in this document. GENERAL PROVISIONS FIRST: The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the highway right-of-way. SECOND: The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s) and its appurtenances on the right-of-way. All work shall he completed within 30 days of the Permit date. THIRD: The type of constriction shall he as designated and/or approved by the Division of Highways and all materials used shall be of satisfactory quality and subject to inspection and approval by the Division. FOURTH: Tite traveling public shall be protected during the installation with proper warning signs and signals and the Division of Highways and its duly appointed agents and employees shall he held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. FIFTH: The Applicant shall assume responsibility for the removal or clearance of snow. ice or sleet upon any portion of the driveway approach(es) even though deposited on the driveway(s) in the course of the Division's snow removal operations. SIXTH: In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be securely braced before the fence is cut to prevent any slacking of the remaining, fence, and all posts and wire removed shall be turned over to the District representative cif the Division of Highways. SEVENTH: No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without the written permission of the Division of Highways. EIGHTH: On those highways along which access rights are restricted or for which service roads have been constructed, driveways shall connect only to the service roads and not to the main traveled highways. NINTH: Provisions and specifications outlined herein shall apply on all highways under the jurisdiction of the Division of Highways, except that on highway connecting links within the corporate limits of municipalities operating under home rule rx)wers the: Division regulations shall be subject to concurrence by the local governing body. SPECIAL CONDITIONS (1)o not fill in) 1 - 35 Ft. approach. 1 - 18" C.M.P. required under approach. The right of way fence wil be braced before the opening is made. The approach will be paved from the edge of the oil mat to the Right of Way line wi th at least 2 1/2" of A.C. type asphalt material. The construction area will be cleared of all debris and rock when the installation has been completed. The construction signing will conform to the Uniform Traffic Control Devices Manual, Section VI, Par. 6A-1 thru 68-4. In signing this application and upon receiving; Division authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provi- sions and conditions and agrees to construct the driveway(s) in accordance with the• accompanying specification plan reviewed by the Division of Highways. Signed: 1. l . • L ' (Owner) ,1 > 11 1 1 honed ' .� I ` :. PERMIT GRANTED THIS _29th DAY oF September PROVISH)NS, SPECIFICATIONS, AND CONDITIONS STIPULATED 1IFItFIN. 4 By: Emery E. Bradbury Maintenance Superintendent I3y: 19 ' " , SUI3J ECT TO THE DIVISION OF HIGHWAYS, STATE OF (.OLORADC) E.N. HAASE. Chief Engineer Richard A. Prosence District Engineer NOTE 10 APPLICANT: This permit shall be made available at the site where and when work is being done. r � 1/.� - ,4'y 1 Pet APPLICANT PLEASE NOTE: The above space is provided for a work sketch or drawing of the proposed drivewav!s)• No application will be accepted or processed, nor permit granted, without the required specification plan or blueprint. (Specifications on Reverse Side) Division of Highways, State of Colorado DOH Form No. 101 Revised - Aprll, 1973 Copy Distribution White—Applicant Yellow—Nttce. Superintendent I3Iuc—Mtce. Engineer Green—Sltce. Patrolman Pink—Utility Inspector 1'tr \; \,�. District No 0.3-0.21 .1 Nitre. Sec. No State Highway 6 & 24 Permit No B 0024 DIVISION OF HIGHWAYS STATE OF COLORADO APPLICATIONFOR DRIVEWAY PERMIT Application Date •'l Irl �- �' 19....f.:.� !. irE) i 114 1-t"-' Ill (herein called "Applicant") hereby requests permission and authority from the Division of Highways to construct a driveway approach(es) on the right-of-way of State Highway Numberl•<• t`, adjacent to his property located on the C t- t 1 ` side of the highway, a distance of...i��r....mile(s) from (Direction) r1.1. k t.. 11 . t �� 1` j..! f for the purpose of obtaining access to 3- IN Lk .:`E,' (-k • 1 (Road Jct., City Limit, or convenient landmark) (State nature of business) Applicant submits herewith for the consideration and approval of the Division a sketch (or blueprint) of the proposed installation showing all necessary specification detail including (1) frontage of lot along highway, (2) distance from center- line of highway to property line, (3) number of driveways requested, (4) width of proposed driveway(s) and angle of approach, (5) distance from driveway to road intersection. if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and/or gasoline pump island(s). The applicant hinds and obligates himself to construct and maintain the driveway approaches) in accordance with the provisions, specifications, and conditions enumerated in this document. GENERAL PROVISIONS FIRST: The Applicant represents all parties in interest, and affirms that the driveway approach(es) is to he constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the highway right-of-way. SECOND: The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s) and its appurtenances on the right-of-way. All work shall he completed within 30 days of the Permit date. THIRD: The type of constriction shall he as designated and/or approved by the Division of highways and all materials used shall he of satisfactory quality and subject to inspection and approval by the Division. FOURTH: The traveling public shall he protected during the installation with proper warning signs anti tiAtia(s anu the Division of Highways and its duly appointed agents and employees shall he held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Permit. FIFTH: The Applicant shall assume responsibility for the removal or clearance of snow, ice or sleet upon any portion of the driveway approach(es) even though deposited on the driveway(s) in the course of the Division's snow removal operations. SIXTH: In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be eecurely braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire removed shall be turned over to the District representative of the Division of highways. SEVENTH: No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without the written permission of the Division of Highways. EIGHTH: On those highways along which access rights are restricted or for which service roads have been constructed, driveways shall connect only to the service roads and not to the main traveled highways. NINTH: Provisions and specifications outlined herein shall apply on all highways under the jurisdiction of the Division of Highways, except that on highway connecting links within the corporate limits of nainicipalities operating under home rule powers the Division regulations shall be subject to concurrence by the local governing body. SPECIAL CONDITLONS (Do not fill in) 1 - 35 Ft. approach. 1 - 18" C.M.P. required under approach. The Right of Way fence will Joe braced before the opening is made. The approach will be paved from the edge of the oil mat to the Right of Way line with at least 2 1/2" of A.C. type asphalt material. The construction area will be cleared of all debris and rock when the installation has been completed. The construction signing will conform to the Uniform Traffic Control Devices Manual, Section VI, Par. 6A -I thru 6B-4. In signing this application and upon receiving Division authorization and permission to install the driveway approach(es) described herein the Applicant signifies that he has read, understands and accepts the foregoing* provi- sions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed by the Division of Highways. Signed: , a.. (Owner) Address: t�> ;� !��'j. �a %s_,l�\ijl t ( PERMIT GRANTED THIS 290DAY OF September Phone: • - PROVISIONS, SPECIFICATIONS, AND CONDITIONS STIPULATED HEREIN. DIVISION OF HIGHWAYS, STATE OF COLORADO E.N. HAASE, Chief Engineer t RICHARD A. PROSENCE By: �h1FE •PY . E. ,QRADSI.RY I3y: Maintenance Superintendent District Engineer NOTE TO APPLICANT: This permit shall be made available at the site where and when work is being done. , 19 78 , SUBJECT TO TIIE 't 7/Sc APPI.IC:ANI• PLEASE NOTE: The above space is provided for a work sketch or drawing of the proposed driveway(s). No application will be accepted or processed, nor permit granted, without the required specification plan or blueprint. (Specifications on Reverse Side) • • • • • • • • • • chen and associates, inc. CONSULTING ENGINEERS SOIL i FOUNDATION 96 S. ZUNI • DENVER, COLORADO 80223 303/744-7105 ENGINEERING 1924 EAST FIRST STREET • CASPER, WYOMING 82601 • 307/234-2126 1 SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED RIFLE SERVICE PARK U.S. HIGHWAY 6 AND 24 EAST OF RIFLE, COLORADO Prepared for: MR. PIERRE BARTHELMY P. 0. BOX 1323 BASALT, COLORADO 81621 Job No. 15,773 January 19, 1978 • • • • • • • • • • • TABLE OF CONTENTS CONCLUSIONS 1 SCOPE 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 1 SUBSOIL CONDITIONS 2 BUILDING FOUNDATIONS 2 FLOOR SLABS 3 LEACHING FIELD 3 SURFACE DRAINAGE 3 SITE GRADING 4 MISCELLANEOUS 4 FIG. 1 - LOCATION OF TEST PITS AND PERCOLATION HOLE FIG. 2 - LOGS OF EXPLORATORY PITS AND HOLES FIG. 3 - SWELL -CONSOLIDATION TEST RESULTS FIG. 4 - GRADATION TEST RESULTS TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS • • • • • • • • • • • CONCLUSIONS The proposed storage and warehouse buildings should be founded with spread footings placed on the dense sandy gravels designed for a maximum soil pressure of 3,500 psf with precautions given as discussed. SCOPE This report covers a soil and foundation investigation for the proposed Rifle Service Park to be located approximately 2 miles east of Rifle, Colorado on U.S. Highway 6 and 24, Garfield County, Colorado. The report presents the most desirable and safe type foundation, allow- able soil pressures, water table conditions, and other soil -related design and construction details. PROPOSED CONSTRUCTION As presently planned, several small Butler type warehouse and storage buildings will be constructed. The size and number of buildings has not been finalized. Based on the site topography, we assume there will be some cut and fill to achieve the desired siting. SITE CONDITIONS At the time of our investigation, the site was vacant except for a small horse barn located in the southern portion of the development. The ground surface is relatively flat and is covered with grass. Most of the northeastern portion is covered with weeds and cattails. An irrigation ditch crosses the center of the property and was carrying water. Maximum difference in elevation across the site is on the order of 10 feet. The Colorado River is located approximately k mile south of the property. • • • • • 1 • • • • • • 2 SUBSOIL CONDITIONS Subsoil conditions at the site were investigated by excavation of 5 test pits at locations shown on Fig. 1. Generally, the subsoils consist of up to 1} feet of organic topsoil overlying dense, sandy gravel and cobbles. Micaceous silty sand streaks were encountered below the topsoil at Test Pits 2, 3 and 4. A gradation analysis of the lower sandy gravel, as well as a swell -consolidation test of the silty sands, are presented in Figs. 3 and 4. Free water was found at depth 2 to 3 feet below existing ground surface at the time of our investigation. We believe this water table represents a stabilized water condition. BUILDING FOUNDATIONS Based on the proposed construction and the subsoil conditions, we believe the most desirable and safe foundation for the proposed buildings is spread footings placed on the dense, sandy gravel. The following de- sign and construction details should be observed: (1) Footings should be placed on the lower sandy gravel below any topsoil, and designed for a maximum soil pressure of 3,500 psf. (2) Local soft pockets found at foundation grade should be removed and footings should be extended to firm soils. (3) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. (4) A11 exterior footings should be provided with adequate soil cover above their bearing elevation for frost protection. (5) Due to the high ground water table, especially in the area of Test Pit 1, dewatering will be required prior to forming of footings. • • • 3 Water should be pumped from below the level of the footing to prevent upward flow of water loosening the soil. Pumping should continue through Initial set. FLOOR SLABS The upper organic topsoil may undergo substantial settlement upon • loading and is not suitable for support of slab -on -grade construction. We recommend removal of all organic soil and replacement with nonexpan- sive, granular soil compacted to at least 95% standard Proctor density at optimum moisture content. Granular material removed from footing • • • • • • • excavations is suitable. 1 Floor slabs should be separated from all bearing members and adequately reinforced. Expansion joints should be provided every 600 square feet. If gravel excavated from footing trenches is used for fill the normal 4 -inch gravel layer beneath the slab can be eliminated. LEACHING FIELD An attempt was made to establish a percolation rate for installation of a leaching field septic system. A test pit was located in the center of Lot 6. However, ground water was found to be extremely shallow, render- ing construction of a conventional leaching field impossible. it is our understanding that an alternative system has been selected. SURFACE DRAINAGE At the time of this investigation, a ditch was running across the center portion of the property. This ditch should be carefully monitored • • • • • • • • • • • 4 and properly maintained to minimize seepage. in addition, the following drainage precautions should be observed during construction and maintained at all times after the buildings have been completed: (1) Excessive wetting and drying of the foundation excavations should be avoided. (2) Backfill around the buildings should be compacted to at least 85% standard Proctor density. Areas receiving flatwork or paving should be compacted to 95% standard Proctor density. The ground surface surrounding the exterior of the buildings should be sloped to drain away from the buildings in all directions. (4) Rolf downspouts and drains should discharge well beyond the limit of all backfill. (3) SITE GRADING It is our understanding that some cut and fill will be required to prepare the site, especially in the northeast corner, where a swampy condition exists. Fill material from the site excavation except the topsoil will be suitable for overlot grading. Generally, the site grading should be compacted to 90% standard Proctor density in non -traffic areas and 95% standard Proctor density in the areas to receive paving. Topsoil can be used as a surface covering. MISCELLANEOUS Our exploratory test pits were spaced as closely as feasible in order to obtain a comprehensive picture of the subsoil conditions; however, • • • • • • • • • • _5 erratic soil conditions may occur between test pits. If such conditions are found In the exposed excavation, it is advisable that we should be notified to inspect the foundation excavation. RCH/med cc: CHEN AND ASSOCIATES, INC. By Reviewed By Mr. Ray Baldwin Land Planning Centennial Plaza, Room 309 Carbondale, Colorado 81623 ans Froesch Richard C. He '.rth, P. E. • • • • • •� • -j / Lot 11 ■ TP -4 #15,773 5315 Scale: 1" Lot 2 5325 5320 Lot 1 TP -1 • Lot 7 TP -2 ■' LOCATION OF TEST PITS AND PERCOLATION HOLE r Ditch 5320 FIG. 1 • • • • • • • • ELEVATION - FEET 5320 — 5315 ---5310 —5305 Test Pit 1 Tes E1.=5318 El Lot 2 Li ✓li 1 J Topsoil, very organic, silt and clay, brown to black. Sand (SM), silty to very silty, medium dense, moist to wet, lig!t brown to brown. Gr:vel (SP -GP), clean to silty, cobbles and boulders, medium dense to dense, wet, mixed brown. Hand drive sample Bucket sample Depth to free water measured at time of excavation. :S: Test pits were excavated on January 5, 1978 with a backhoe. Elevations are approximate and are taken from contours on site plan furnished. WC = Water Content (%J); DD = Dry Density (pcf); NP = Nonplastic; -200 = Percent Passing No. 200 Sieve, 40 15,773 )GS OF EXPLORATORY PITS AND HOLES Fig. 2 • • • • • • • • • • 3 4 CHEN AND ASSOCIATES 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Typical sample of very fine, silty sand from Test Pit 4 at depth 1'-6". • #15,773 Swell - Consolidation Test Results Fig. 3 r.P IA Natural Dry Unit Weight = 83.1 pcf Natural Moisture Content = 33,9 per cent --... Additional constant compressior pressure due urder to wetting. \` b 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Typical sample of very fine, silty sand from Test Pit 4 at depth 1'-6". • #15,773 Swell - Consolidation Test Results Fig. 3 r.P IA • • • • • • • • t Y CHEN AND ASSOCIATES Consu I t i ng So i I and Foundation Eng i n•ers NYDROMPER ANALYSIS ?mit—il M[ADINAS • •IA SIEVE ANALVSI4 u S STANDARD SERIES•, 1 CLEAR SOURS( 0REN'MSS 60 M6, 161$NI •NIM IMM 400 •,00 •SO •40.30 •IR S •• 94' w• K r 4 IP- —1- 1 1 4 r Z i � I i 1 T T T T $ 1 { { A r I •/ 006 000 ON 03? 0►• IM 21.7 NO I I 66J• •76 961 111 36. I ME It? CE IN MILLIMETERS 161 DI•METIR OF PAR CLAY (PLASTIC) TO SILT IRON-PLUTICI R COSeLES GRAVEL 73 OJO SAND LIQUID LIMIT SAMPLE OF Sandy Gravel 21% SILT AND CLAY 6 10 NVDRQMEtgit ANALYSIS Twt Ian itgoisis •Mtri ao MM 1611111 • ON PLASTICITY INDEX NP �6 FROM 60 Test Pit 2 at depth 3'-6" SIEVE ANALY31$ u S STANDARD SERIE5•0 1 CLEAR SOUAR, OKNINSS MM1 •too 01 o *so ••O.30 •• fee --•4 M' 1U 1 r rr ro • T t. J / 4. t- 4 1 I - 4 4 4 v I- 4' 1 NO - 006 006 011 037 074 I•$ 317 !60 16 3• •w 669 161 361 TAE N► DIAMETER OF PAR • I LE IN MILLIMETER$ CLAY IPLA$TlCI TO SILT I1.03-PL•1hC1 ARA r CO FINS A11R COBOL( S GRAVEL_ LIQUID LIMIT SAMPLE OF • #15,773 /0 SAND -!0 /0 SILT AND CLAY PLASTICITY INDEX F R 0 M GRADATION TEST RESULTS Fig. 4 CA'2 CHEN AND ASSOCIATES TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 15,773 TEST PIT DEPTH (FEET) NATURAL MOISTURE (°%) NATURAL DRYATTERBERG DENSITY (PCF) LIMITS UNCONFINED TRI AXIAL SHEAR TESTS PERCENT SOIL TYPE Liout 0 LIMIT (°i°) PLASTICITY INDEX (°i°) COMPRESSIVE STRENGTH (P S F ) • PASSING NO. 200 SIEVE 2 1'Q 7.6 NP 32 Silty Sand Sand Gravel 3.5 NP 6 4 1.5 33.9 83.1 Silty Sand #15,773 Lot 11 f 1 TP -4 , 5315 Scale: 1"=100' //. Lot 4 5315 Lot 7 Lot 12 Lot 13 T r Tat -.-r 5317. T P-3 ■ 5330 --- 5320 53`__ Lot 5 U.S. Highway 6 —5317.5 Lot 14 Lot 6 Percolation Hole 5320 — 5325 — 5335 (\ // Lot 3 Lot 10 Lot 2 TP -2 1 - 5325 5320 Lot 1 TP -1 ■ LOCATION OF TEST PITS AND PERCOLATION HOLE Ditch 5320 FIG. 1