The URL can be used to link to this page

Browse Search

Home My WebLink About700362.tiff CC y RESOLUTION WHEREAS, the Town of Windsor, Weld County, Colorado, and Eastman Kodak Company, Kodak Colorado Division, of Windsor, Colo- rado, have requested permission for the installation of an Industrial Waste and Sewage Treatment Plant on the following described property, to-wit: The Southeast Quarter (SEk) of Section Thirty- four (34), Township Six (6) North, Range Sixty- seven (67) West of the Sixth P. M. , Weld County, Colorado, and WHEREAS, the said requested sewage treatment facility is located in an agricultural zone as set forth by the Weld County Zoning Resolution, and WHEREAS, according to the Zoning Resolution of Weld County, said sewage treatment facility may be permitted on the approval of the Board of County Commissioners of Weld County, and WHEREAS, the Weld County Planning Commission has recommended that such sewage treatment facility be granted by certification and approval dated March 17, 1970, a copy of which is attached and made a part hereof by reference, and WHEREAS, the Board of County Commissioners has studied the re- quest of the petitioners and studied the recommendations of the Weld County Planning Commission and having been fully informed; NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners, that the application of the Town of Windsor, Weld County, Colorado, and Eastman Kodak Company, Kodak Colorado Division of Wind- sor, Colorado, to locate a sewage treatment facility on the premises indi- cated above be, and it hereby is granted under the conditions following: 1. That any and all sewage treatment facilities to be installed shall be approved by the State Health Department. 2. That all applicable subdivision regulations and zoning regula- tions shall be followed and complied with to the satisfaction of the Board PL.0 J~/ 700362 of County Commissioners, Weld County, Colorado. Dated this 1st day of April , 1970. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: Clerk of-the,of-the, olr,cf i Deputy County Clerk APPROA5ED: �lil„t I X - ( (//',/ �J i -2- ,. • M & I, INC . CONSULTING ENGINEERS 4710 SOUTH COLLEGE, FORT COLLINS, COLORADO 8O521 • PH. 482-8249 March 16, 1970 Vass „AA Ala M Mr. Burman Lorenson Weld County Planner4 s'` Weld County Service Building Greeley, Colorado 80631 Re: Windsor Sewage Disposal Site Approval Dear Sir: Enclosed herewith find test hole data you requested for the above site . These are test holes prepared for the Kodak people which were supplied to us . We propose to take additional and more detailed holes during the preparation of final plans for the project. I have also enclosed a sketch showing the approximate location of the proposed Windsor and Kodak sites . If you have any further questions, please contact this office. Very truly yours, M & I, INC. Victor R . Mel'ne , , PE Enclosures VRM: ad ( 1) Test Holes were drilled on August 6 through 23, September 16 through 20, 1968, with a 4-inch diameter continuous flight power auger and a 4-inch diameter hollow auger. (2) All Test Hole locations and elevations were sur- veyed by Nelson, Haley, Patterson and Quirk, Inc, (3) WC = Water Content DD = Natural Dry Density (pcf) UC = Unconfined Compressive Strength (psf) LL = Liquid Limit (%p) PI = Plasticity Index (%) NP = Non-Plastic TA = Triaxial Shear Strength (psf) ( ) = Confining Pressure (psf) -200 = Percent of Silt and Clay u WIND:nye - team,* sirs ,9 PPL/carroty • pl Topsoil , sandy, silty clays. Fill , washed-in sandy silty clays, wet, soft. Clay (CL-ML) silty, brown, moist to wet, soft to medium stiff. T Clay (CL) sandy, brown, moist to wet, soft to medium stiff. Sand (S M) silty or sandy silt, brown, moist to wet, loose. Sand (SC) clayey, pieces of gravel , brown, moist, wet, loose to medium dense. I''.' Sand (SP) some gravel , wet, medium dense to very dense. ?o Gravel (SP-GP) sandy, wet, dense to very dense, Era Clay (CL) highly weathered claystone, dark gray, moist, firm. 17 Bedrock, sandstone, gray, moist, very hard. i---) Bedrock, claystone with occasional lenses of sandstone, dark gray, moist, hard to very hard. Indicates sample taken with California tube .sampler, The symbol 4/12 indicates that 4 blows of a 140 lb. hammer falling 30 inches were required to drive the sampler 12 inches. Indicates sample taken with a standard split-spoon sampler. Indicates sample taken with a thin wall Shelby tube. Water table measured on August 30 and September 20, 1968. , •• S7 Water table measured on October 11 , 1968. LEGEND & NOTES Fig. �5 • ?o1e 26 Hole 71 Hole 68 1.1c1e 49 Hole -'s$ C1�741 .4' E1=739.8' E1=735.6' El-735.5' E1m732. i1 745 . • • k7_40 : 4/12 �i 1 r735 ' / 3 WC=31 .8 .:E .,- DD=87 5 �.. 2. • i.° • - /1? o i'] 5/129 ' -, 3 ,5 - wC=z5.3 �c� 422/9 • ./ WC= 2 DD=gB.4 - r730 { '�.. ��;. �'; Vie: DD-88.6 3/12 ' • �l •— °of .. • :� + I'•a WC=21 .9 ' " z •.I.J 12/12 .y o . • •• `•••i • �'•�f 18/ i2 )5c . • a • 1JI9/ 2 a72 ' • ''o' ? • _.1111 H . . a . . ..::I .; . ,.i . • ; I . [...:..., . t : 1.t.. i . "7. .. .1 • ..0 F720 ! i 36/6 . •. ` ; 1 •. : I , , We-17.2 f• ., i .i DD=1 13 .0 `s. '� i . I 42/b • TA=24,000 1 '. 1 715 1•lC=15.4 (2,880) } 28/6 - t 1, i `• DD=112.0 4lC-14.8 ; • • r ' • S . uc-16,400 DD=116.0 r. !TA=37, 200 . iL.-- f - • I ' . ' (4,320) • . 28/3 t . 710 ..» - • 7 - W- ' 1 i • i•, 4' ''� Y - `;. . • • SOUTH PORTION • • . • . LOGS... - . . :.0RAT0R\! HOLES c 1G. z3 Hole 73 Hole 72 Hole 69 Hole 70 E-17,37.-1.1El=741 .0' E1736.3' E1=7347' • 750 7 .: r 7'+5 / 2/12 f— • ' ': (# WC=19.8 9.8 r DD=100.0 /'� L i.=28.0 i ' % 740 ' / Pi=10.8 v,, " • , t,/-� 4/13 L i WC=21 .4 r t, "t / J (,/ DD=101 .5 L 4....4 / — 735/ 7O1 La 91' �a.,r '� 06,x' g 12 �• �_' o• L L., ;, , _v WC=0.4 //'� O Lci...::: 15/6 °� , — �� —200=4.6 4/12 _ }— • •a 14/16 �_ �� 730 ". ( 1s S.(q / J ; 'L—L 19/3 .4 WC=15.9 ;d DD117. 1 O. �. 6 ,4 1 . r2 TA=29,900 i WC-8.6 .•• 7 5 I (2,880}_. .. F r a . • •• -200=--t+.8 ��' ..• i 14/12 H ' . ao. WC=6.5 i —2002.8 I I ..' L....3, .40/6 i • • WC-11a.3 ` ? 720 ; j DD120.0 ▪ 32/6. .. TA=32,230 ` . r- -715 . . . . . ,, , : . .. : . . .,. ; , .. ‘,. , ,. • • • SOUTH PORTION , LOGS OF EXPLORATORY HOLES F ;G. 24 f-.. - - _ 4213 > 11th Avenue Denver, Colorado 80220 APPLICATION FOR APPROVAL OF LOCATION FOR SEWAGE TREATMENT FACILITIES Submit in dupTTCatt7 -'uumpp eTe only ra" s A 7-1r7 See Instructions. Appl i cant : Town of Windsor Address: Town Hall, Town of Windsor, Windsor Colo . Telephone: 686-2211 A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW: I . Size and type of treatment facility: Approx. 10 surface acres aerated oxidation pond. Hydraulic loading 0 .6 MGD . 2. Locat ion of facility: SE of the Town of Windsor in SW 1/4, SE 1/4, • Sec . 3t,., T6N. R67W,_ 6th P. M. , See Exhibit PPR!' • 3. Location of effluent discharge: Same as 2 above . • • 4. Describe and give distance downstream of water plant raw water intake or intake nearest this effluent discharge: No known potable water plant intake below Windsor. • 5. Name of watercourse into which effluent is discharged: Cache La Poudre River 6. Est. bid opening date: August, 1970 Est. completion date: Decem'ber, 1970 7. Est. project cost: $190,000 8. Project layout and design criteria: (Attach separate sheets or report showing entire service area with respect to surrounding areas, habitable buildings, location of potable water wells within 4 mile, effluent discharge point and topography of area.) 9. Consulting Engineer M & I, Inc . ).710 So. College Avenue Address: Ft. Collins, Colo. Telephone: L;82-622- The undersigned, applicant agreet to supply information necessary for Review of Plans and Specifications and to secure signatures of the appropriate local government officials prior to submission. • %J // /� /rte./ . � Feb . 5, 1970 -' Date Signature of Apr) , :. ;tit W. Wane Typed Name ( `` � t) ` . proposal for the location, construction, operation and point of effluent discharge of the above-described sewage treatment facility, and CERTIFY APPROVAL or DISAPPROVAL in space provided below: DATE APPROVAL DISAPPROVAL n %�7T / / Sig c �re�l Hear Department f/7/77 0 /x / S . nature for Planning Commission / / / l//G`G% ,7 �/� i/f2'7�I/ Protein Signature for Board of County Commissioners // // Signature for Mayor or City Manager of Municipality *Before plans and specifications will be accepted for review, the applicant must show hereon the action taken on the project by the Local Health Officers , representative of the Planning Commission, representative of the Board of County Commissioners, and the Mayor or City Manager of the municipality that might be affected by the discharge of this waste. C. THE FOLLOWING FOR STATE HEALTH DEPARTMENT USE: I , the undersigned District Engineer, have the following comments: 1 . Is this plant located so that it can serve the needs of the present and/or future logical service area? 2. Is the plant located where it is likely to create nuisance problems for existing or now planned development? 3. Has a sufficient amount of suitable land been set aside for expansion? 4. Has the developer or owner of tha facility made provision for adequate funding to buy, maintain, operate and repair-or replace in kind the facility? 5. Are there any community water supply intakes within 5 miles downstream of the `effluent discharge points? RECOMMENDATIONS: • Date: Signature: rrnt-?,(Rrt, 10-1.;-20) EXHIBIT ilAn • APPLICATION OF SITE APPROVAL SEWAGE TREATMENT FACILITIES WINDSOR , COLORADO Information requested in A (8) The project layout and design criteria will comply with minimum standards required by the Colorado Department of Public Health. We have checked with firms within 1/4. mile of the disposal site. All potable water is trucked to the farms and there are no known potable water wells within the 1/1+ mile area. Exhibit "B" illustrates the drainage area tributary to this plant site, site location, etc. The Windsor site was picked to serve not only Windsor but the Windsor area and will also process the domestic waste from the proposed Eastman Kodak facility. February 5, 1970 14 • ,.L,. i�' /'4 ]-f I'T C EASTMAN KODAK COMPANY KODAK COLORADO DIVISION ROCHESTER OFFICE COLORADO OFFICE RUILDLNC 23. KODAK PARK EAST WALNUT STREET ROCHESTER. NEW YORK 14650 WINDSOR. COLORADO 80550 718450,1000. EMT. 77239 303.066.2294 February 6 , 1970 • Colorado State Department of Public Health 4210 East 11th Avenue Denver, Colorado Gentlemen: This is to notify you of our intention to install an industrial waste treatment plant at the manufacturing facility presently under construction southeast of Windsor, Colorado. The effluent will discharge into the Cache La Poudre River at a point near the southeast corner of Section 34, T6N, R67W. It will be desirable to have this development take place in several stages as different manufacturing operations are constructed. Initially, we propose to construct an aerated lagoon with appropriate controls. This can be completed in the fall of 1970 . As a temporary expedient at that time we wish to use this lagoon to handle sanitary waste from toilet rooms in our first building for the convenience of construction workers . We expect this to be for a short period only, until the proposed Windsor municipal treatment plant is completed. An agreement is being drawn up with the Town of Windsor to locate their Lzeatment plant adjacent to ours. They have agreed to receive and treat the sanitary waste from our plant. Also for a limited time , they have agreed to allow the effluent from our lagoon to pass through their lagoon, which, it is expected, will improve the quality of the effluent being discharged to the river. Because of this joint operation, we are making a joint application with Windsor for your approval of the proposed location of the facilities. You should receive these applications within a few days. Department of Public Health Page 2 February 6 , 1970 A third stage of development will be to add to our industrial treatment facility as our needs require it, with gradual growth of our manufacturing operations . de anticipate •the, first addition within a few years. The design for our initial construction is very nearly complete, so that in about a month we will be able to submit drawings and specifications for your approval. At that time we will be able to discuss the essential features of the operations of our industrial waste treatment facility. We would appreciate some direction from you as to the appropriate agency or individual to whom we should submit our proposals. Sincerely, Robert R. ShLdan Director of Engineering and Facilities Kodak Colorado Division RRS :pm cc: Vic Meline Don Fraser Peter Juengst Clay Turk Don Brosky -7Z 42- /,-,-:.f,9-7/ ' .( F' /1 O . / // C /1/2,. -Z9 _,19 PPOPosEQ EASTMAN KODAK INDUSTRIAL WASTE 517E ; /3 ' /,---;:574 f> ,V,> ey re' f Z/oi ' >t'v ,,./1-9. 07e,5/ /Vo,'� Leo. 7Z 'e' -,47-544*ttie ..Q PROPOSED WIND Sop WASTE DISPOS "12. 51 T Tfs/` f/, t ' ;ti< '& I Hello