Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Browse
Search
Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
Clerk to the Board
Privacy Statement and Disclaimer
|
Accessibility and ADA Information
|
Social Media Commenting Policy
Home
My WebLink
About
890980.tiff
- .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. RESOLUTION RE: APPROVE CERTIFICATE OF DESIGNATION - TIRE MOUNTAIN, INC. , AND WIXCO SERVICES, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on the 30th day of August, 1989 , a public hearing was held in the Chambers of the Board of County Commissioners of Weld County, Colorado, for the purpose of considering whether to grant a Certificate of Designation to Tire Mountain, Inc. , and Wixco Services, Inc. , 12311 Weld County Road 41, Hudson, Colorado 80642 , said site to be located on the following described property: Part of the SE} of Section 32 , Township 3 North, Range 65 West of the 6th P.M, Weld County, Colorado WHEREAS, said applicant was represented by Kenneth Lind, Attorney, and Adam Babich, Attorney, represented Concerned Citizens of Weld County, and WHEREAS, this request for a Certificate of Designation was submitted in conjunction with a request for a Site Specific Development Plan and an amended Special Review Permit for a tire landfill, storage, recycling facility, and biomedical waste incineration facility in the 1-3 (Industrial) Zone District which was approved by the Board, and WHEREAS, Section 32-20-104 , CRS, as amended, requires the Board to take into account certain factors to approve a Certificate of Designation and, having taken into account said factors, finds as follows: 1 . The conditions for approval and stated standards will minimize the impacts on the surrounding property and the area to the greatest extent possible. The conditions for approval and stated standards will also provide adequate protection of the health, safety, and welfare of the inhabitants of the area and the County. 890980 Page 2 RE: CERTIFICATE OF DESIGNATION - TIRE MOUNTAIN & WIXCO SERVICES 2. The location of the proposed solid waste disposal site will be convenient and accessible to the potential users. 3 . The applicants have demonstrated in the application materials that there is a need for the proposed solid waste disposal site. 4. The applicants have demonstrated through the application materials that they have the ability to comply -with the health standards and operating procedures of the Solid Waste Disposal Site and Facilities Act, Title 30-20, Part 1, CRS 1973. 5. The Colorado Department of Health and the Weld County Health Department have reviewed this request and find, subject to conditions, that the proposal will comply with the Standards of the Solid Waste Disposal Sites and Facilities Act, Title 30-20-101 et seq. , CRS 1973. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Certificate of Designation for Tire Mountain, Inc. , and Wixco Services, Inc. , 12311 Weld County Road 41 , Hudson, Colorado 80642 , on the hereinabove described real property be, and hereby is, granted subject to the following condition: 1. The property shall be maintained in compliance with USR-842 and the Certificate of Designation approved on January 15, 1989, approved amended Special Review Permit #842, all submitted application materials on file with the Department of Planning Services, and all requirements of the Weld County Health Department and the Colorado Department of Health. 890980 Page 3 RE: CERTIFICATE OF DESIGNATION - TIRE MOUNTAIN & WIXCO SERVICES The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day of August, A.D. , 1989 . `� BOARD OF COUNTY COMMISSIONERS ;,xersP.iTz1717am�, ATTEST: B WELD COUNTY, COLORADO Weld County Clerk and Recorder di and Clerk to the Board C.W. Kirby, hairman tT)) / EXCUSE BY: ;;jC„ fW Jac ineyJohnson, Pro-Tem Deputy bounty /c k ( ir4 APPROVED AS TO FORM: ene R. Bran neE r �- George K ,4,;t County Attorney Go 890980 WELD COUNTY, COLORADO CERTIFICATE OF DESIGNATION SOLID WASTE DISPOSAL SITE In accordance with the provisions of Sections 30-20-101 through 30-20-115 , CRS, as amended, the Board of County Commissioners of Weld County, Colorado, hereby grants a Certificate of Designation for a solid waste disposal site: Location of Site: Part of the SE* of Section 32, Township 3 North, Range 65 West of the 6th P.M. , Weld County, Colorado Name and Address of Responsible Operator: Tire Mountain, Inc. , and Wixco Services, Inc. 12311 Weld County Road 41 Hudson, Colorado 80642 This Certificate of Designation may be temporarily suspended or revoked, after reasonable notice and public hearing, for cause as outlined in Section 30-20-112, CRS, as amended. Issued this 30th day of August, 1989, at Weld County, Colorado. Signed: 4i C.W. Kirby, airman Board of County Commissioners 890980 TREASURER'S OFFICE, WELD COUN- No 0 6 0 1 Greeley,Colorado. C . I ) l Gj RECEIVED 0F. I.eC464l C., s FOR CREDIT County General Fund 101 0000 ,3c1,410 , O Health Department 119 0000 Human Resources 121 0000 Social Services 112-0000 Housing Authority { Road & Bridge Fund 111 0000 Airport 177 0000 County Clerk Cash Escrow 810 0803 Fee Fund 900 0912 School District Gen Fund School District C R F School District Bond Fund FRANCIS M. LOUSTALET V TOTAL AMOUNT County Treasurer Cle ` rk NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Ordinance, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All persons in any manner interested in the Site Specific Development Plan and amended Special Review Permit are requested to attend and may be heard. Should the applicant or any interested party desire the presence of a court reporter to make a record of the proceedings, in addition to the taped record which will be kept during the hearing, the Clerk to the °Board's Office shall be advised in writing of such action at least five days prior to the hearing. The cost of engaging a court reporter shall be borne by the requesting party. BE IT ALSO KNOWN that the text and maps so certified by the Weld County Planning Commission may be examined in the office of the Clerk to the Board of County Commissioners, located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado. APPLICANT DOCKET NO. 89-38 Tire Mountain, Inc. , and Wixco Services, Inc. 12311 Weld County Road 41 Hudson, Colorado 80642 DATE: August 30, 1989 TIME: 10:00 A.M. REQUEST: Site Specific Development Plan, amended Special Review Permit, and Certificate of Designation - Tire landfill, storage, recycling facility, and biomedical waste incineration facility in the 1-3 (Industrial) Zone Facility J LEGAL DESCRIPTION: Part of the SEI of Section 32, Township 3 North, Range 65 West of the 6th P.M. , Weld County, Colorado LOCATION: West of Weld County Road 41 and south of Weld County Road 28 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Mary Reiff, Deputy DATED: August 9, 1989 PUBLISHED: August 17, 1989, in The New News Affidavit of Publication • STATE OF COLORADO NOTICE , County of Weld ss. Pursuant bath*awing laws elthe State. .- ef Colorado and the Weld County Zoe Mg Ordinance,a peak hewed sill be I A.Winkler Rlesel of said County of Weld being duly sworn,say held in the Chambers of d that I am publisher ofthisgoard a County cat mnWktwrs a Weld County,• PLATTEVILLE HERALD Dorado. Weld County"C.mefnal Cater, 915 10th Street, Firs Fbar, that, the same is a weekly newspaper of general circulation was Greeley, Colorado. at the time printed and published in the town of few.Ail persons in arm manner in- terestedSped&Develop- PLATTEVILLE raft Plan and amended Spiel Ran' Penult am remWdW to attwd slim; in said county and state that the notice of advertisement.of which be heard. the annexed is a true copy-has been published in said weekly i newspaper for Should the eppgcent or any Internal. r rated er oat that presence of a mitt arty. named d to mad a record of the pie t consecutive weeks: record , in addition to the taped' that the notice was published m the regular and entire issue of every record vmtch will be dpi during r hawing, number of said newspaper during the period and time of publication M aM be d d so the Board's es e advised hiof stub t Ii of said notice and in the newspaper proper and not in a supplement Mast Rye days prior stating the hearing. thereof:that the first publication of said notice was contained in the Ws angora e of said newspaper bearing the date of Sail be tome be the requeetiee soft /h A.D..19 1, and the-last publication OE IT ALSO KNOWN the WeldMen mess so certified by the Weld County Ihacof. the issue of said newspaper,bearing date. Flaming Commission may be examined Mee office of the Clore to the Board at the /V day of Cavity Commissioners, located She Wad County Centennial Center.918 10th Street,Third Floor.Greeley,Cat} 119. that the said credo. DOCKET NO.89-38 PLATTEVILLE HERALD Mountain Mc.,and Wino Services,Inc.. has been published continuously and uninterruptedly during the 12311-Weld County Road 41 period of at least fifty-two consecutive weeks next prior to the first Hudson,Colorado 80642 issue thereof containing said notice or advertisement above referred to: and that said newspaper was at the time of each of the DATE:August 30.1989 publications of said notice duly qualified for that purpose within the TIME:10:00 RSite meaning of an act entitled. An Act Concerning Legal Notices. Men, emended e: Specific eia vlewPeDevelopmut H ahu, Special el introP Tire ldvcrtiscm<nb and Publications and the Fees of Printers and as Certmkale of Designation ""Tin• 'ubhahers thersof, and to Repeal}All Acts and Parts of Acts in landfill,storage. recycling facility,and onflict with tb0 Provisions of this,Ad pr$-7. 1921;and • biomedical waste incineration facility M the I-3(Industrial)Zone District. dmj phJ�tlier f and led nded b an act LEGAL DESCRIP Part pt Range /✓, (E(_`s,,%tr{i-S• 3 / ��apt y 13.1931. ut Section 32,Township 3 North.Range • [�%' r" 56 West of the 6th P.M..Weld County. �f�C Colorado. y/ __ _� � Publisher LOCATION:West o Weld County Road '/ 7 '/ 41 and south of Weld County Road 28. bed and sworn to before -me this�day of BOARD OF A fl. 191'7 COUNTY COMMISSIONERS WELD COUNTY.COLORADO �---' / /4C f.A1 BY:MARY ANN FEUERSTEIN / / COUNTY CLERK AND RECORDER f Notary Public AND CLERK TO THE BOARD 415 DENVER AVENUE BY:Mary Rein,Deputy , DATED:August 9,1989 FT. L U P T O N, CO 8q621 Published in the-Platteville Herald August I4.1119. salon expires June 1992 �t ,a mean•^i 1':r1F SV lea, CERTIFICATE OF DESIGNATION NAME: Tire Mountain, Inc. , and Wixco Services, Inc. ADDRESS: 12311 Weld County Road 41, Hudson, CO 80642 REQUEST: Certificate of Designation LEGAL DESCRIPTION: Part of the SEi of Section 32, T3N, R65W of the 6th P.M. , Weld County, Colorado LOCATION: West of Weld County Road 45 and south of Weld County Road 28 SIZE OF PARCEL: 80 acres, wore or less The Department of Planning Services' staff recommends that this request be approved for the following reasons: 1. The conditions for approval and stated standards will minimize the • impacts en the surrounding property and the area to the greatest extent possible. The conditions for approval and stated standards will also provide adequate protection of the health, safety, and welfare of the inhabitants of the area and the County. 2. The location of the proposed solid waste disposal site will be convenient and accessible to the potential users. 3. The applicant has demonstrated in the application materials that there is a need for the proposed solid waste disposal site. 4. The applicant has demonstrated through the application materials that they have the ability to comply with the health standards and operating procedures of the Solid Waste Disposal Site and Facilities Act, Title 30-20, Part 1, CRS 1973. 5. The Colorado Department of Health and the Weld County Health Department have reviewed this request and find, subject to conditions, that the proposal will comply with the Standards of the Solid Waste Disposal Sites and Facilities Act, Title 30-2G-101 et seq. , CRS 1973. This recommendation is based, in part, upon a review of the application submitted by the applicant, other relevant information regarding the request and the responses of the referral entities which have reviewed this request. The Department of Planning Services' staff recommendation for approval is conditional upon the following: The property shall be maintained in compliance with USR-842 and the Certificate of Designation approved on January 15, 1989, approved amended Special Review permit #842, all submitted application materials on file with the Department of Planning Services, and all requirements of the Weld County Health Department, and the Colorado Department of Health. 89C980 _ - BEFORE THE WELD COUNTY, COLORADO, PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Jerry Kiefer that the following resolution for a Certificate of Designation be introduced for passage by the Weld County Planning Commission. Be it Resolved by the Weld County Planning Commission that the application for: - NAME: Tire Mountain, Inc. , and Wixco Services, Inc. ADDRESS: 12311 Weld County Road 41, Hudson, CO 80642 REQUEST: Certificate of Designation LEGAL DESCRIPTION: Part of the SE} of Section 32, T3N, R65W of the 6th P.M. , Weld County, Colorado LOCATION: West of Weld County Road 45 and south of Weld County Road 28 SIZE OF PARCEL: 80 acres, more or less - The Planning Commission recommends that this request be approved for the following reasons: 1. The conditions for approval and stated standards will minimize the impacts on the surrounding property and the area to the greatest extent possible. The conditions for approval and stated standards will also provide adequate protection of the health, safety, and welfare of the inhabitants cf the area and the County. 2. The location of the proposed solid waste disposal site will be convenient and accessible tc the potential users. 3. The applicant has demonstrated in the application materials that there is a need for the proposed solid waste disposal site. 4. The applicant has demonstrated through the application materials that they have the ability to comply with the health standards and operating procedures of the Solid Waste Disposal Site and Facilities Act, Title 30-20, Part 1, CRS 1973. 5. The Colorado Department of Health and the Weld County Health Department have reviewed this request and find, subject to conditions, that the proposal will comply with the Standards of the Solid Waste Disposal Sites and Facilities Act, Title 30-20-101 et seq. , CRS 1973. This recommendation is based, in part, upon a review of the application submitted by the applicant, other relevant information regarding the request and the responses of the referral entities which have reviewed this request. S X,.,/3, 7 ,act) 890980 Certificate of Designation - Tire Mountain, Inc. , and Wixco, Inc. Page 2 - - - The Planning Commission's recommendation for approval is conditional upon the following: The property shall be maintained in compliance with USR-842 and the Certificate of Designation approved on January 15, 1989, approved amended Special Review permit #842, all submitted application materials on file with the Department of Planning Services, and all requirements of the Weld County Health Department, and the Colorado Department of Health. Motion seconded by Rick Iverson. VOTE: For Passage Against Passage Ann Garrison Jerry Burnett - - Rick Iverson Jerry Kiefer Ernie Ross Bud Halldorson The Chairman declared the resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County Commissioners for further proceedings. CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on August 1, 1989, and recorded in Book No. XII of the proceedings of the Planning Commission. Dated the 2nd day of August, 1989. • Cil e o Bobbie Good Secretary 890980 USE BY SPECIAL REVIEW APPLICATION Department of Planning Services, 915 Tenth Street, Greeley, Colorado 80631 Phone — 356-4000 — Ext. 4400 Case Number Date Received Application Checked by Mylar plat submitted Application Fee Receipt Number Recording Fee Receipt Number TO BE COMPLETED BY APPLICANT: (please print or type, except for necessary signature) I (we) , the undersigned, hereby request a hearing before the Weld County Planning Commission and Weld County Board of County Commissioners concerning the proposed Use by Special Review Permit on the following described unincorporated area of Weld County, Colorado: Part of the LEGAL DESCRIPTION OF SPECIAL REVIEW PERMIT AREA: SE $ Section 32 T 3 N, R 65 W LEGAL DESCRIPTION of contiguous property owned upon which Special Review Permit is proposed: Section T N, R W (See attached) Property Address (if available) 12311 WCR 41, Hudson, CO 80642 PRESENT ZONE 1-3 OVERLAY ZONES None TOTAL ACREAGE 80 acres PROPOSED LAND USE Bio-Medical Waste Incineration EXISTING LAND USE Tire Landfill and Storage Pursuant to USR-842. SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR THE USE BY SPECIAL REVIEW PERMIT: — — — — Name: Jarrald A. Jamison and Faye L. Jamison (Owner) Address: 12311 WCR 41 City Hudson, CO Zip 80642 Home Telephone 0 Business Telephone 4i (303) 573-5744 and Name: Wixco Services, Inc. (Lessee) Address: 5906 McIntyre Street City Golden, CO Zip 80403 Home Telephone # Business Telephone # (303) 279-3043 APPLICANT OR AUTHORIZED AGENT (if different than above) : Name: Lind, Lawrence & Ottenhoff. Attorneys at Law Address: 1011 Eleventh Avenue City Greeley. CO Zip A0631 Home Telephone # Business Telephone # (303) 353-2373 List the owner(s) and/or lessees of mineral rights on or under the subject properties of record. (See attached) Name: Address: City Zip Name: Address: City Zip I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with or contained within the application are true and correct to the best of my knowledge. COUNTY OF WELD ) STATE OF COLORADO ) Signs ure: xxxx Authorized Agent Kenneth F. Lind #7792 Subscribed and sworn to before me this 9th day of March 19 89. lag,72 (�/ NOTARY PUB IC // ` My commission expires biy (.Uu:,'ll ,❑ frXPifB3 f/89098 ntr��urt 22, "r,oi — OJhJJv Parcel 1 : South Half of the North Half of the Southeast Quarter (Si Ni SE*) of Section Thirty-two ( 32) , Township Three (3) North, Range Sixty-five (65) West of the 6th P.M. , Weld County. Parcel 2: South Half of the South Half of the South Half of the East Half (Si Si Si Ei) of Section Thirty-two ( 32) , Township Three ( 3) North, Range Sixty-five (65) West of the 6th P.M. , Weld County. 893980 OWNERS OF MINERALS 1 . John Schlegel , Jacob Schlegel and Marie Schneider , formerly Marie Schlegel 754 North Topeka Anaheim, CA 92805 2. Anna May Schlegel 113 Greenview Escondico, CA 92025 3 . Herbert Web 9300 Grandview Arvada , CO 80002 4 . Jarrald A. Jamison and Faye A. Jamison 12311 WCR 41 Hudson, CO 80642 LESSEE 1 . Amoco Production Company 1670 Broadway Denver , CO 80201 890980 AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Application No. Subject Property Part of the Southeast Quarter (SE1/4) of Section 32, Township 3 North, Range 65 West of the 6th Principal Meridian, Weld County, Colorado STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and lesses of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder's Office, or from an ownership update from a title or abstract` company or an attorney. 7). /t 4 The foregoing instrument was subscribed and sworn to before me this 994 day of Q� � , 19 ,/ /' WITNESS my hand and official seal. My Commission expires: My COnTh kaiUtt , c?WI(05 Notary Pub is 890980 OWNERS OF MINERALS 1 . John Schlegel , Jacob Schlegel and Marie Schneider, formerly Marie Schlegel 754 North Topeka Anaheim, CA 92805 2. Anna May Schlegel 113 Greenview Escondico, CA 92025 3. Herbert Web 9300 Grandview Arvada , CO 80002 4. Jarrald A. Jamison and Faye A. Jamison 12311 WCR 41 Hudson , CO 80642 LESSEE 1 . Amoco Production Company 1670 Broadway Denver, CO 80201 890980 AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Application No. Subject Property Part of the Southeast Quarter (SE1/4) of Section 32, Town- ship 3 North, Range 65 West of the 6th Principal Meridian, Weld County, Colorado STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred (500) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records, or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty (30) days of the applicat' n submis n date. fn't3/4/ I" The foregoing instrument was subscribed and sworn to before me this Ott day of /24 /1A , 19 i9. WITNESS my hand and official seal. My Commission expires: My Commission [?Wires Auaust 22. 1991 /214/Notary Pub is 890980 NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION # Mile High Turkey 611 South Bowen Street Hatchery, Inc. Longmont, CO 80501 121332000004 Robert, Beverly 3002 Oak Street Poole & Company Lakewood, CO 80215 121332000019 Jarrald A. and 15721 WCR 10 Faye L. Jamison Fort Lupton, CO 80621 121332000020 John and Eleanor 19640 WCR 28 Hochmiller Hudson, CO 80642 121332000021 Delmar L. and 36 Steele Street #250 Linda M. Walter Denver, CO 80206 121333000007 Public Service 550 15th Street of Colorado Denver, CO 80201 121333000008 Moser Farms, 22468 WCR 30 Inc. Hudson, CO 80642 130704000001 _ B & M Land c/o D.M. & H Cattle Co. Company 11010 Peoria 130705000007 Henderson, CO 80640 890980 SOILS INFORMATION Soil Survey Of Weld County, Colorado Southern Part Prepared By: United States Department of Agriculture Soil Conservation Service In Cooperation With Colorado Agricultural Experiment Station 890980 30 SOIL SURVEY Permeability is moderately slow. Available water In irrigated areas this soil is suited to the crops corn- capacity is high. The effective rooting depth is 60 inches monly grown in the area. Perennial grasses and alfalfa or or more. Surface runoff is slow, and the erosion hazard is close ws and corrugations can be usedin l 50 east t f lo w. the time. Contour ditches In irrigated areas this soil is suited to the crops corn- irrigating crops and pasture. Furrows, contour furrows, monly grown in the area. Perennial grasses and alfalfa or and cross slope furrows are suitable for row crops. Sprin- close grown crops should be grown at least 50 percent of kler irrigation is also desirable. Keeping tillage to a the time. Contour ditches and corrugations can be used in minimum and utilizing crop residue help to control cro- ir-igating close grown crops and pasture. Furrows, con- sion. Maintaining fertility is important. Crops respond to tour furrows, and cross slope furrows are suitable for row applications of phosphorus and nitrogen. crops. Sprinkler irrigation is also desirable. Keeping tit- In nonirrigated areas this soil is suited to winter wheat, lage to a minimum and utilizing crop residue help to con- barley, and sorghum. Most of the the acreage is planted trol erosion. Maintaining fertility is important. Crops to winter wheat. The predicted average yield is 20 respond to applications of phosphorus and nitrogen. bushels per acre. The soil is usually summer fallowed in In nonirrigated areas this soil is suited to winter wheat, alternate years to allow moisture accumulation. Generally barley, and sorghum. Most of the acreage is planted to precipitation is too low for beneficial use of fertilizer. winter wheat. The predicted average yield is 28 bushels Stubble mulch farming, striperopping, and minimum til- per acre. The soil is summer fallowed in alternate years lage are needed to control soil blowing and water erosion. to allow moisture accumulation. Generally precipitation is Terracing also may be needed to control water erosion. too low for beneficial use of fertilizer. The potential native vegetation on this range site is Stubble mulch farming, striperopping, and minimum til- dominated by sand bluestem, sand reedgrass, and blue lage are needed to control soil blowing. grama. Needleandthread, switchgrass, sideoats grama, Windbreaks and environmental plantings are generally and western wheatgrass are also prominent. Potential suited to this soil. Soil blowing, the principal hazard in production ranges from 2,200 pounds per acre in favora- establishing trees and shrubs, can be controlled by cul- ble years to 1,800 pounds in unfavorable years. As range tivating only in the tree row and by leaving a strip of condition deteriorates, the sand bluestem, sand reedgrass, vegetation between the rows. Supplemental irrigation and switchgrass decrease and blue grama, sand dropseed, may be needed at the time of planting and during dry and sand sage increase. Annual weeds and grasses invade periods.Trees that are best suited and have good survival the site as range condition becomes poorer. are Rocky Mountain juniper, eastern redcedar, ponderosa Management of vegetation on this soil should be based pine, Siberian elm, Russian-olive, and hackberry. The on taking half and leaving half of the total annual produc- shrubs best suited are skunkbush sumac, lilac, and Siberi- lion. Seeding is desirable if the range is in poor condition. an peashrub. Sand bluestem, sand reedgrass, switchgrass, sideoats Wildlife is an important secondary use of this soil. grama, blue grama, pubescent wheatgrass, and crested Ring-necked pheasant, mourning dove, and many non- wheatgrass are suitable for seeding. The grass selected game species can be attracted by establishing areas for should meet the seasonal requirements of livestock. It can nesting and escape cover. For pheasants, undisturbed be seeded into a clean, firm sorghum stubble, or it can be nesting cover is essential and should be included in plans drilled into a firm prepared seedbed. Seeding early in for habitat development, especially in areas of intensive spring has proven most successful. agriculture. Windbreaks and environmental plantings are generally Few areas of this Nunn soil are in major growth and suited Co this soil. Soil blowing, the principal hazard in urbanized centers. The sandy surface layer, the moderate shrink-swell potential in the subsoil, and the hazard of establishing trees and shrubs, can be controlled by cul- rare flooding along Box Elder Creek are the chief limit- tivating only in the tree row and by leaving a strip of ing features for development. Capability subclass IIIe ir- vegetation between the rows. Supplemental irrigation rigated, IVe nonirrigated. may be needed at the time of planting and during dry 44—Olney loamy sand 1 to 3 nercent slourt. This is a Periods. Trees that are best suited and have good survival deep, well drained soil on smooth plains at elevations of are Rocky Mountain juniper, eastern redcedar, ponderosa 4,600 to 5,200 feet. It formed in mixed outwash deposits. Pine, Siberian elm, Russian-olive, and hackberry. The Included in mapping are some small leveled areas. shrubs best suited are skunkbush sumac, lilac, and Siberi- Typically the surface layer is grayish brown loamy sand an peashrub. about 9 inches thick. The subsoil is yellowish brown and Wildlife is an important secondary use of this soil. The very pale brown sandy clay loam about 15 inches thick. cropland areas provide favorable habitat for ring-necked The substratum to a depth of 60 inches is very pale pheasant and mourning dove. Many nongamc species can brown, calcareous fine sandy loam. be attracted by establishing areas for nesting and escape Permeability and available water capacity are cover. For pheasants, undisturbed nesting cover is essen- moderate. The effective rooting depth is 60 inches or tial and should be included in plans for habitat develop- more. Surface runoff is slow, and the erosion hazard is ment, especially in areas of intensive agriculture. Range- low land wildlife, for example, the pronghorn antelope, can be 890980 MELD COUNTY, COLORADO, SOUTIIE1tN P....: 31 attracted by developing livestock watering facilities, establishing trees and shrubs, can be controlled by cul- managing livestock grazing and reseeding where needed. tivating only in the tree row and by leaving a strip of This soil has good potential for urban development. The vegetation between the rows. Supplemental irrigation only limiting feature is the moderately rapid permeability may be needed at the time of planting and during dry in the substratum, which causes a hazard of ground water periods. Trees that are best suited and have good survival contamination from sewage lagoons. The loamy sand sur- are Rocky Mountain juniper, eastern redcedar, ponderosa face layer is a limitation for recreational development. pine, Siberian elm, Russian-olive, and hackberry. The Once established, the lawns, shrubs, and trees grow well. shrubs best suited are skunkbush sumac, lilac, and Siberi- Capability subclass IIIe irrigated, IVe nonirrigated; an peashrub. Sandy Plains range site. Wildlife is an important secondary use of this soil. The 45—Olney loamy sand, 3 to 5 percent slopes. This is a cropland areas provide favorable habitat for ring-necked deep, well drained soil on plains at elevations of 4,600 to pheasant and mourning dove. Many nongame species can 5,200 feet. It formed in mixed outwash deposits. Included be attracted by establishing areas for nesting and escape in mapping are small areas of soils that have sandstone cover. For pheasants, undisturbed nesting'cover is essen- and shale within a depth of 60 inches and some small tial and should be included in plans for habitat develop- leveled areas. ment, especially in areas of intensive agriculture. Range- Typically the surface layer of this Olney soil is grayish land wildlife, for example, the pronghorn antelope, can be brown loamy sand about 7 inches thick. The subsoil is yel- attracted by developing livestock watering facilities, lowish brown and very pale brown sandy clay loam about managing livestock grazing, and reseeding where needed. 14 inches thick. The substratum to a depth of 60 inches is This soil has good potential for urban development. The very pale brown, calcareous fine sandy loam. only limiting feature is the moderately rapid permeability Permeability and available water capacity are in the substratum, which causes a hazard of ground water moderate. The effective rooting depth is 60 inches or contamination from sewage lagoons. The loamy sand sur- more. Surface runoff is slow, and the erosion hazard if face layer is a limitation for recreational development. low. Once established, the lawns, shrubs, and trees grow well. In irrigated areas this soil is suited to the crops com- Capability subclass IIIe irrigated, VI nonirrigated; Sandy monly grown in the area. Perennial grasses and alfalfa or Plains range site. close grown crops should be grown at least 50 percent of 46—Olney fine sandy loam, 0 to 1 percent slopes. the time. Close grown crops and pasture can be irrigated This is a deep, well drained soil on smooth plains at eleva- with contour ditches and corrugations. Furrows, contour tions of 4,600 to 5,200 feet. It formed in mixed outwash furrows, and cross slope furrows are suitable for row deposits. Included in mapping are small areas of soils that crops. Sprinkler irrigation is also desirable. Keeping til- have a dark surface layer and some small leveled areas. lage to a minimum and utilizing crop residue help to con- Typically the surface layer of this Olney soil is grayish trol erosion. Maintaining'fertility and organic matter con- brown fine sandy loam about 10 inches thick. The subsoil tent is important. Crops respond to barnyard manure and is yellowish brown and very pale brown sandy clay loam commercial fertilizer. about 15 inches thick. The substratum to a depth of 60 The potential native vegetation on this range site is inches is very pale brown, calcareous fine sandy loam. dominated by sand bluestem, sand reedgrass, and blue Permeability and available water capacity are grama. Needleandthread, switchgrass, sideoats grama, moderate. The effective rooting depth is 60 inches or and western wheatgrass are also prominent. Potential more. Surface runoff is slow, and the erosion hazard is production ranges from 2,200 pounds per acre in favora- low. hle years to 1,800 pounds in unfavorable years. As range This soil is used almost entirely for irrigated crops. It condition deteriorates, the sand bluestern, sand reedgrass, is suited to all crops commonly grown in the area, includ- and switchgrass decrease and blue grama, sand dropseed, ing corn, sugar beets, beans, alfalfa, small grain, potatoes, and sand sage increase. Annual weeds and grasses invade and onions. An example of a suitable cropping system is 3 the site as range condition becomes poorer. to 4 years of alfalfa followed by corn, corn for silage, Management of vegetation on this soil should be based sugar beets, small grain, or beans. Few conservation prac- on taking half and leaving half of the total annual produc- tices are needed to maintain top yields. tion. Seeding is desirable if the range is in poor condition. All methods of irrigation are suitable, but furrow ir- Sand bluestem, sand reedgrass, switchgrass, sideoats rigation is the most common. Barnyard manure and com- grama, blue grama, pubescent wheatgrass, and crested mercial fertilizer are needed for top yields. wheatgrass are suitable for seeding. The grass selected Windbreaks and environmental plantings are generally should meet the seasonal requirements of livestock. It can suited to this soil. Soil blowing, the principal hazard in be seeded into clean, firm sorghum stubble, or it can be establishing trees and shrubs, can be controlled by cul- drilled into a firm prepared seedbed. Seeding early in tivating only in the tree row and by leaving a strip of spring has proven most successful, vegetation between the rows. Supplemental irrigation Windbreaks and environmental plantings are generally may be needed at the time of planting and during dry suited to this soil. Soil blowing, the principal hazard in periods. Trees that are best suited and have good survival 890980 SOIL SURVEY 46 Permeability is rapid. Available water capacity is yellowish brown fine sandy loam about 16 inches thick. moderate. A water table is at or near the surface in The substratum to a depth of 60 inches is sandy loam. spring and about 36 inches below the surface in fall. Sur- Permeability is moderately rapid. Available water face runoff is slow, and the erosion hazard is low. capacity is moderate. The effective rooting depth is 60 This unit is used for rangeland and wildlife habitat. The inches or more. Surface runoff is slow, and the erosion potential native vegetation on the Valent soil is hazard is low. dominated by sand reedgrass,'sand bluestem, blue and In irrigated areas this soil is suited to the crops com- hairy grama, little bluestem, needleandthread, and monly grown in the area. Perennial grasses and alfalfa or sideoats grama. Potential production ranges from 1,800 close grown crops should be grown at least 50 percent of pounds per acre in favorable years to 1,400 pounds in un- the time. Contour ditches and corrugations can be used in favorable years. As range condition deteriorates, the sand irrigating close grown crops and pasture. Furrows, con- bluestem, sand reedgrass, sideoats grama, and little tour furrows, and cross slope furrows are suitable for row bluestem decrease; sandhill muhly and blowout grass in- - crops. Sprinkler irrigation is also desirable. Keeping til- crease, and forage production drops. "Blowouts" occur as lage to a minimum iniion. u a ding nd uti lizingferlcrityop isesiduer help .to con- range condition becomes poorer. trol e The native vegetation on the Loup soil is dominated by respond to applications of phosphorus and nitrogen. switchgrass, little bluestem, sand reedgrass, and western In nonirrigated areas this soil is suited to winter wheat, wheatgrass. Indiangrass, sand bluestem, prairie cordgrass, barley, and sorghum. Most of the acreage is planted to slender wheatgrass, alkali sacaton, saltgrass, sedge, and winter wheat. The predicted average yield is 20 bushels rush are also present. Potential production ranges from per acre. The soil is summer fallowed in alternate years 4,000 pounds per acre in favorable years to 3,000 pounds to allow moisture accumulation. Generally precipitation is in unfavorable years. As range condition deteriorates, the too low for beneficial use of fertilizer. switchgrass, sand bluestem, indiangrass, little bluestem, Stubble mulch farming, striperopping, and minimum til- and prairie cordgrass decrease, and saltgrass, blue grama, lage are needed to control soil blowing and water erosion. sand dropseed, sedge, and rush increase. Undesirable Terracing also may be needed to control water erosion.e weeds and annuals invade the site as range condition o hea by The potential native ive vee vegetation nd re this ras geands tel is s ndbecomes poorer. d Seeding with an interseeder is advisable if the range is grama. Needleandthread, switchgrass, sideoats grama, in poor condition. Sand reedgrass, sand bluestem, sideoats and western wheatgrass are also prominent. Potential grama, switchgrass, little bluestem, indiangrass, and blue production pounds in unfavorable rangesfrom 2,200 pounds per acre in favora- range grama are suitable for seeding. Seeding early in spring ble years to 1 has proven most suoratsfl. Grazing should be light to condition deteriorates,and switchgrass decrease e sand and blue grama,ssand rdropseed, prevent W range deterioration. Wildlife is an important secondary use of this unit. On and sand sage increase. Annual weeds and grasses invade the Valent soil, rangeland wildlife, for example, the the site as range condition becomes poorer. pronghorn antelope, can be attracted by developing onManagement taking ement half aofd Ieaving vegetation on f of is total should daberoe e based livestock watering gwhere facilities, managing livestock grazing, tion. Seeding is desirable if the range is in poor condition. and reseeding needed. The Loup soil, which is typically wet and produces an Sand bluestem, sanpubesc�tswheatgrass, and crested abundance of wetland vegetation, attracts wetland wil- grama, blue grama, dlife species, such as mallard, teal, geese, and miscellane- wheatgrass are suitable for seeding. The grass selected ous shorebirds. Primary management of this soil for wet- should meet the seasonal requirements of livestock. It land wildlife includes managing livestock grazing, fencing should be drilled into a clean, firm sorghum stubble or a to control livestock, protecting from fire, and preventing prepared seedbed. Seeding early in spring has proven drainage. Natural wetland vegetation should be allowed most successful. . to develop. Capability subclass VIe irrigated, VIe nonir- Windbreaks and environmental plantings are fairly well water : rigated; Valent soil in Choppy Sand Meadow range site, capacity are the principal to ssoil. Blowing sand sandrasdi low available trees Loup soil in Sandy Meadow range site. 72—Vona loamy sand 0 to 3 nercent slones This is a and shrubs. The soil is so loose that trees should be deep, somewhat excessively drained soil on plains and planted in shallow furrows and vegetation maintained high terraces at elevations of 4,600 to 5,200 feet. It between the rows. Supplemental irrigation is needed to formed in eolian or alluvial deposits. Included in mapping insure survival. Trees that are best suited and have good are some leveled areas. Also included are small areas of survival are Rocky Mountain juniper, eastern redcedar, soils that have a loamy substratum and some areas of ponderosa pine, and Siberian elm. The shrubs best suited soils that are noncalcareous to a depth of 60 inches. are skunkbush sumac, lilac, and Siberian peashrub. Typically the surface layer of this Vona soil is grayish Wildlife is an important secondary use of this soil. The and e lower 6 cropland areas provide favorable ked inches is fine sandy loam. Theoamy subsoil sand brown and light pheasant and mourning dove. Many abitat for nongame species can 890980 WELD COUNTY, COLORADO, SOUTHERN PART 47 be attracted by establishing areas for nesting and escape wheatgrass are suitable for seecnng. The grass selected cover. For pheasants, undisturbed nesting cover is essen- should meet the seasonal requirennents of livestock. It can tial and should be included in plans for habitat develop- be seeded into a clean, firm sorgituum stubble, or it can be merit, especially in areas of intensive agriculture. Range- drilled into a firm prepared seedbed. Seeding early in land wildlife, for example, the pronghorn antelope, can be spring has proven most successful.. attracted by developing livestock watering facilities, Windbreaks and environmental .dantings are fairly well managing livestock grazing, and reseeding where needed. suited to this soil. Blowing sand and low available water This soil has good potential for urban and recreational cnpad city are The the principal pal loos.-is in thaestablishing to lish ns should trees development. Once established, the lawns, shrubs, and lamed in shallow furrows and vegetation ee maintained trees grow well. The chief limiting soil feature is the P ' rapid permeability in the substratum, which causes a between the rows. Supplemental irrigation may be•needed hazard of ground water contamination from sewage to insure survival. Trees that :a best suited and have lagoons. In places recreational development is limited by good survival are Rocky Mountain juniper, western the susceptibility to soil blowing. Capability subclass IIle redcedar, ponderosa pine, and Sa'erian elm. The shrubs irrigated, IVe nonirrigated; Sandy Plains range site. best suited are skunkbush surr.ac, lilac, and Siberian 73—Vona loamy sand, 3 to 5 percent slopes. This is a peashrub. deep, somewhat excessively drained soil on plains and Wildlife is an important seconaisry use of this soil. The cropland areas provide favorable habitat for ring-necked high terraces at elevations of 4,600 to 5,200 feet. It formed in eolian or alluvial deposits. Included in mapping pheasant and mourning dove. Mazy nongame species can are some leveled areas. Also included are small areas of be attracted by establishing areas for nesting and escape cover. For pheasants, undisturbed nesting cover is essen- soils that have a loamy substratum and some areas of tial and should be included in pans for habitat develop- soils that are noncalcareous to a depth of 60 inches. ment, especially in areas of intensive agriculture. Range- Typically the surface layer of this Vona soil is grayish land wildlife, for example, the pre,nghorn antelope, can be brown. The upper 6 inches is loamy sand and the lower 5 attracted by developing livestc'k watering facilities, inches is fine sandy loam. The subsoil is brown and light managing livestock grazing, and reseeding where needed. yellowish brown fine sandy loam about 14 inches thick. The substratum to a depth of 60 inches is sandy loam. This soil has good potential for urban and recreational development. Once established, the lawns, shrubs, and Permeability is moderately rapid. Available water capacity is moderate. The effective rooting depth is 60 trees grow well. The primary limiting soil feature is the rapid permeability in the substratum, which causes a inches or more. Surface runoff is slow, and the erosion hazard is low. hazard of ground water contamination from sewage lagoons. In places recreational development is limited by This soil is suited to limited cropping. Intensive cropping is hazardous because of soil blowing. The the susceptibility to soil blowing. Capability subclass IVe irrigated, VIe nonirrigated; Sandy Plains range site. cropping system should be limited to such close grown 74—Vona loamy sand, 5 to 9 percent slopes. This is a crops as alfalfa, wheat, and barley. The soil is also suited deep, somewhat excessively drained soil on plains at to irrigated pasture. A suitable cropping system is 3 to 4 elevations of 4,600 to 5,200 feet- It formed in eolian years of alfalfa followed by 2 years of corn and small deposits. Included in mapping are small areas of soils that grain and alfalfa seeded with a nurse crop. have a loamy substratum and areas of soils that are non- Closely spaced contour ditches or sprinklers can be calcareous to a depth of 60 inches used in irrigating close grown crops. Contour furrows or Typically the surface layer is l-ravish brown. The upper spinklers should be used for new crops. Application of 6 inches is loamy sand and the lower 4 inches is fine barnyard manure and commercial fertilizer helps to main- sandy loam. The subsoil is bro'.an and light yellowish rain good production. brown fine sandy loam about 12 inches thick. The sub- The potential native vegetation on this range site is stratum to a depth of 60 inches is :gamy sand. dominated by sand bluestem, sand reedgrass, and blue Permeability is moderately rapid. Available water gr:una. Needleandthread, switchgrass, sideoats grama, capacity is moderate. The effective rooting depth is 60 and western wheatgrass are also prominent. Potential inches or more. Surface runoff is medium, and the erosion production ranges from 2,200 pounds per acre in favora- hazard is low. Ida• years to 1,800 pounds in unfavorable years. As range The potential native vegetation• on this range site is condition deteriorates, the sand bluestem, sand reedgrass, dominated by sand bluestem, sand reedgrass, and blue and switchgrass decrease and blue grama, sand dropseed, grama. Needleandthread, switchgrss, sideoats grama, and sand sage increase. Annual weeds and grasses invade and western wheatgrass are also prominent. Potential ti... site as range condition becomes poorer. production ranges from 2,200 pounds per acre in favora- Management of vegetation on this soil should be based ble years to 1,800 pounds in unfavorable years. As range on taking half and leaving half of the total annual produc- condition deteriorates, the sand bt•;r :em. sand reedgrass, rion. Seeding is desirable if the range is in poor condition. and switchgrass decrease and blur c ama, sand dropseed, Sand bluestem, sand reedgrass, switchgrass, sideoats and sand sage increase. Annual w,�,'.e and grasses invade grama, blue grama, pubescent wheatgrass, and crested the site as range condition becomes ;•xrer. 890980 102 SOIL SURVEY TABLE 6.--BUILDING SITE DEVELOPMENT--Continued Soil name and Shallow Dwellings Dwellings Small Local roads map symbol excavations without with commercial and streets basements basements buildings • 44 Slight Slight Slight Slight Moderate: Olney low strength. 45 Slight Slight Slight Moderate: Moderate: Olney slope. low strength. 46, 47 Slight Slight Slight Slight Moderate: Olney low strength. 48 Slight Slight Slight Moderate: Moderate: Olney slope. low strength. 49 Severe: Slight Slight Slight Slight. Osgood cutbanks cave. 50, 51 Slight Slight Slight Slight Slight. Otero 52, 53 Slight Slight Slight Moderate: Slight. Otero slope. 54 Slight Severe: Severe: Severe: Moderate: Paoli floods. floods. floods. low strength, frost action. 55 Slight Slight Slight Slight Moderate: Paoli low strength, frost action. 56 Moderate: Moderate: Moderate: Moderate: Severe: Renohill depth to rock, low strength, low strength, low strength, low strength, too clayey. shrink-swell. depth to rock, shrink-swell, shrink-swell. shrink-swell. 57 Moderate: Moderate: Moderate: Moderate: Severe: Renohill depth to rock, low strength, low strength, slope, low strength, too clayey. shrink-swell, depth to rock, low strength, shrink-swell. shrink-swell. shrink-swell. 58, 59 Severe: Severe: Severe: Severe: Severe: Shingle depth to rock. depth to rock. depth to rock. depth to rock. depth to rock. 60*: Shingle Severe: Severe: Severe: Severe: Severe: depth to rock. depth to rock, depth to rock, depth to rock, depth to rock. Renohill Moderate: Moderate: Moderate: Moderate: Severe: depth to rock, low strength, low strength, slope, low strength, too clayey. shrink-swell. depth to rock, low strength, shrink-swell. shrink-swell. shrink-swell. 61 Moderate: Moderate: Moderate: Severe: Moderate:Tassel depth to rock. depth to rock. depth to rock. slope. depth to rock. 62 Severe: Moderate: Severe: Moderate: Moderate: Terry depth to rock. depth to rock. depth to rock. depth to rock. depth to rock. 63 Severe: Moderate: severe: Moderate: Moderate: Terry depth to rock. depth to rock. depth to rock. depth to rock, depth to rock. slope. 64 Moderate: Moderat:: Moderate. loderate: ;Moderate: Thedalund depth to rock. low strength. depth to rock. low strength. ; low strength. 65 Moderate: • Moderate: Moderate: Moderate: ;Moderate: Thedalund depth to rock. low strength. depth to rock, low strength, ; low strength. slope. See footnote at end of table. 890980 WELD COUNTY, COLORADO, SOUTHERN PART 103 TABLE 6.--BUILDING SITE DEVELOPMENT--Continued 1 d Soil name and Shallow Dwellings Dwellings Small Local roads . map symbol excavations without with commercial and streets basements basements buildings ; 66, 67 Moderate: Severe: Severe: Severe: Severe: Ulm too clayey. shrink-swell. shrink-swell. shrink-swell. low strength, shrink-swell. 68• Severe: Moderate: Moderate: Moderates Moderate: Ustic small stones, slope. slope. slope. slope. Torriorthents cutbanks cave. 69 Severe: Slight Slight Slight Slight. Valent cutbanks cave. 70 Severe: Slight Slight Moderate: Slight. Valent cutbanks cave. slope. 71•: Valent Severe: Slight Slight Moderate: Slight. cutbanks cave. slope. Loup Severe: Severe: Severe: Severe: Severe: wetness, wetness, wetness, wetness, wetness. cutbanks cave. floods. floods. floods. 72 Slight Slight Slight Slight Moderate: . Vona low strength. 73, 74 Slight Slight Slight Moderate: Moderate: Vona slope. low strength. 75, 76 Slight Slight Slight Slight Moderate: ,, Vona low strength. • 77 Slight Slight Slight Moderate: Moderate: �,li Vona slope. low strength. 78, 79 Slight Moderate: Moderate: Moderate: Moderate: Weld low strength, low strength, low strength, low strength, shrink-swell. shrink-swell. shrink-swell. shrink-swell, frost action. 80 Slight Moderate: Moderate: Moderate: Moderate: Weld low strength, low strength, low strength, low strength, shrink-swell. shrink-swell. , slope, shrink-swell, shrink-swell. frost action. 81•, 82•: Wiley Slight Moderate: Moderate: Moderate: Moderate: low strength, low strength, ; low strength, low strength, , shrink-swell. shrink-swell. shrink-swell. shrink-swell. t Colby Slight Slight Slight Slight Moderate: low strength. 83•: Wiley Slight Moderate: Moderate: Moderate: Moderate: low strength, low strength, low strength, low strength, shrink-swell. shrink-swell. slope, shrink-swell. shrink-swell . Colby Slight Slight Slight Moderate: Moderate: slope. low strength. • See map unit description for the composition and behavior of the map unit. I I. Ii 890980 106 SOIL SURVEY TABLE 7.--SANITARY FACILITIES--Continued .r Soil name and Septic tank Sewage lagoon Trench Area Daily cover map symbol absorption areas sanitary sanitary for landfill fields landfill landfill 43 Severe: Moderate: Slight Slight Fair: Nunn percs slowly. excess humus. too clayey. 44, 45, 46, 47, 48-- Slight Severe: Slight Slight Good. Olney see.naee 49 Slight Severe: Severe: Severe: Fair: Osgood seepage. seepage. seepage. too sandy. 50, 51, 52 Slight Severe: Slight Slight Good. Otero seepage. 53 Slight Severe: Slight Slight Good. Otero slope, seepage. 54 Slight Severe: Severe: Severe: Good. Paoli seepage. seepage. seepage. 55 Slight Severe: Severe: Severe: Good. Paoli seepage. seepage. seepage. 56, 57 Severe: Severe: Severe: Slight Fair: Renohill percs slowly, depth to rock. depth to rock. too clayey, depth to rock. thin layer. 58, 59 Severe: Severe: Severe: Slight Poor: Shingle depth to rock. depth to rock. depth to rock. thin layer. 606: Shingle Severe: Severe: Severe: Slight Poor: depth to rock. depth to rock. depth to rock. thin layer. Renohill Severe: Severe: Severe: Slight Fair: percs slowly, depth to rock. depth to rock. too clayey, depth to rock. thin layer. 51 Severe: Severe: Severe: Severe: Poor: Tassel depth to rock. depth to rock, depth to rock, seepage. thin layer, seepage, seepage. area reclaim. slope. 62, 63 Severe: Severe: Severe: Slight Fair: Terry depth to rock. depth to rock, depth to rock, thin layer, seepage. area reclaim. 64, 65 Severe: Severe: Severe: Slight Fair: Thedalund depth to rock. depth to rock. depth to rock. thin layer. 56 Severe: Slight Moderate: Slight Poor: Ulm percs slowly. too clayey. too clayey. 67 Severe: Moderate: Moderate: Slight Poor: Ulm percs slowly. slope. too clayey. too clayey. 68' Moderate: Severe: Severe: Severe: Poor: Ustic Torriorthents slope. seepage, seepage, seepage. too sandy, small stones. too sandy. small stones. 69, 70 Slight Severe: Severe: Severe: Poor: Valent seepage. too sandy, seepage. too sandy. seepage. 716: Valent ;Slight Severe: Severe: Severe: Poor: seepage. too sandy, seepage. too sandy. seepage. • See footnote at end of table. 890980 WELD COUNTY, COLORADO, SOUTHERN PART 1O7 TABLE 7.--SANITARY FACILITIES--Continued Soil name and Septic tank 1 Sewage lagoon Trench Area Daily cover map symbol absorption ' areas sanitary sanitary for landfill field's landfill landfill 71•: Loup Severe: Severe: Severe: Severe: Poor: wetness, wetness, wetness, wetness, wetness. floods. seepage, seepage, seepage, floods. floods. floods. 72, 73 Slight Severe: Slight Slight Good. Vona seepage. 74 Slight Severe: Slight Slight Good. Vona seepage, slope. 75, 76, 77 Slight Severe: Slight Slight Good. Vona seepage. 78 Moderate: Moderate: Slight Slight Good. Weld percs slowly. seepage. 79, 80 Moderate: Moderate: Slight Slight Good. Weld percs slowly. slope, seepage. 81': Wiley Moderate: Moderate: Slight Slight Fair: percs slowly. seepage. too clayey. Colby Slight Moderate: Slight Slight IGood. seepage. 82t, 83•: Wiley Moderate: Moderate: Slight Slight ;Fair: percs slowly. seepage, I too clayey. slope. Colby Slight Moderate: Slight Slight :Good. seepage. * See map unit description for the composition and behavior of the map unit. 890980 128 SOIL SURVEY TABLE 12.--ENGINEERING PROPERTIES AND CLASSIFICATIONS--Continued Classification Frag- Percentage passing Soil name and Depth USDA texture ments sieve number-- ; Plas- map symbol • Unified AASHTO > 3 limit ; ticity inches 4 10 40 200 index In Pct P=t 72, 73, 74 0-6 Loamy sand SM A-2 0 100 90-100 60-90 15-30 --- NP Vona 6-28 Fine sandy loam, SM A-2, A-4 0 100 90-100 60-90 30-45 --- NP sandy loam. 28-60 Sandy loam, SM A-2 0 100 90-100 50-85 15-30 --- NP loamy sand. 75, 76, 77 0-6 Sandy loam SM A-2, A-4 0 100 90-100 60-90 30-45 --- NP Vona 6-281Fine sandy loam, SM A-2, A-4 0 100 90-100 60-90 30-45 --- . NP 1 sandy loam. 28-60:Sandy loam, SM A-2 0 100 90-100 50-85 15-30 --- NP I loamy sand. 78, 79, 80 0-8 Loam ML, A-4 0 100 95-100 85-100 60-85 20-30 NP-10 Weld CL-ML 8-15 Silty clay loam, CL A-6, A-7 0 100 100 95-100 85-95 , 35-50 15-30 silty clay. 15-60 Silt loam, loam CL-ML, CL A-4, A-6 0 100 95-100 85-100 60-85 20-35 5-15 81', 82', 83': Wiley 0-11 Silt loam CL-ML, CL A-4, A-6 0 100 100 90-100 70-90 25-35 5-15 11-60 Silty clay loam, CL A-6 0 100 100 90-100 70-95 ; 25-35 10-20 silt loam. Colby 0-7 Loam CL-ML A-4 0 100 100 90-100 85-100 25-30 5-10 7-60 Silt loam, loam CL-ML A-4 0 100 100 90-100 85-100; 25-30 5-10 ' See map unit description for the composition and behavior of the map unit. • • • 896980 WELD COUNTY, COLORADO, SOUTHERN FART 131 TABLE 13.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued Risk of corrosion Erosion;Wind Soil name and ;Depth Permea- Available Soil Salinity Shrink- factors;erodi- map symbol bility water reaction swell Uncoated Concrete ;bility capacity potential steel K T ;group In In/hr In/in Pit Mmhos/cm 60•: Renohill ; 0-9 0.2-0.6 0.17-0.21 6.6-7.8 <2 Moderate High Low 0.37- 3 ; 6 9-32 0.06-0.2 0.14-0.16 6.6-8.4 <2 High High Low 0.32 32 61 0-11 2.0-6.0 0.16-0.18 7.4-8.4 <2 Low High Low 0.24 1 I 3 Tassel 11 --- --- --- 62, --- --- 63 0-6 2.0-6.0 0.13-0.15 7.0-7.8 <2 Low Moderate Low 0.20 2 ; 3 Terry 6-18 2.0-6.0 0.13-0.15 7.0-7.8 <2 Low Moderate Low 0.20 18-37 2.0-6.0 0.13-0.15 7.9-8.4 <2 Low High Low 0.20 37 --- --- --- 64, 65 0-8 0.6-2.0 0.16-0.18 7.9-8.4 <2 Low High Low 0.32 2 ; 4L Thedalund 8-25 0.6-2.0 0.16-0.18 7.9-8.4 <2 Low High Low 0.32 , 25 -__ ___ --- 66, 67 0-5 0.6-2.0 0.16-0.18 6.6-7.8 --- Low High Low 0.32 5 6 Ulm 5-19 0.06-0.2 0.19-0.21 7.4-8.4 <2 High High Low 0.37 19-60 0.6-2.0 0.19-0.21 7.9-8.4 <2 Moderate High Low 0.37 68" 0-60 Ustic • Torriorthents 69, 70 0-8 6.0-20 0.07-0.12 6.6-7.3 --- Low Low Low 0.10 5 1 Valent 8-60 6.0-20 0.05-0.10 6.6-7.8 <2 Low Low Low 0.10 71•: Valent 0-8 6.0-20 0.07-0.12 6.6-7.3 --- Low Low Low 0.10 5 1 8-60 6.0-20 0.05-0.10 6.6-7.8 <2 Low Low Low 0.10 Loup 0-16 6.0-20 0.10-0.14 6.6-8.4 <2 Low High Low 0.17 5 2 16-60 6.0-20 0.06-0.08 7.4-8.4 <2 Low High Low 0.17 72, 73, 74 0-6 6.0-20 0.09-0.11 6.6-7.3 --- Low Low Low 0.10 5 2 Vona 6-28 2.0-6.0 0.12-0.14 6.6-8.4 <4 Low High Low 0.10 28-60 6.0-20 0.08-0.11 7.4-8.4 <4 Low High Low 0.10 1 75, 76, 77 0-6 2.0-6.0 0.11-0.13 6.6-7.3 --- Low Low Low 0.10 5 3 Vona 6-28 2.0-6.0 0.12-0.14 6.6-8.4 <4 Low High Low 0.10 28-60 6.0-20 0.08-0.11 7.4-8.4 <4 Low High Low 0.10 78, 79, 80 0-8 0.6-2.0 0.16-0.21 6.6-7.3 <2 Low Low Low 0.32 5 6 Weld 8-15 0.06-0.2 0.19-0.21 6.6-7.8 <2 High Moderate Low 0.28 15-60 0.6-2.0 0.16-0.21 7.4-8.4 <2 Low High Low 0.28 81', 82', 83": Wiley 0-11 0.6-2.0 0.19-0.21 7.4-7.8 <2 Low High Low 0.37 5 4L 11-60 0.6-2.0 0.19-0.21 7.9-8.4 <2 Moderate High Low 0.37 Colby 0-7 0.6-2.0 0.20-0.24 6.6-8.4 <2 Low Moderate Low 0.37 5 ; 4L 7-60 0.6-2.0 0.17-0.22 7.4-8.4 <2 Low Moderate Low 0.37 • • See map unit description for the composition and behavior of the map unit. 890980 il •LET /J . .... ,14, 4s } m4t, r C r'!J YMLM■Na��►�o4.,....� (! ,....1 '_--_.. J }r , r K4�, r r Hera O N o r fsr N JULJ 4 r •. 1g� S� ` yy if,„try, II"t 1 'f r -�. ..�,_tLF LNE Q 111tM1 T17rr4 I ri i S�1—trwdr. f"1 T 1"1t� j;' l., �D-i'14,101.-,, a k' r�" Dam, Mete Ws 8th t k .. 'C IS 40,4 0,,,A;,4 ffn' '^yGs� � I between as of July ,I►75, MINI RAMP olftfn' N '''''fl ilk �101%0itry'` 1 ',a' } . HEABDI7 N. WEBS ��t}�r"tl,.' F'I}1V11ibi As ' 'Jk�4, ne+fro i,tl,;. �`7 �4 a k1`II ffpi,if ,,, }IL.Ib�'y� yj�rlto 1,4,4, re, p , ~ ttto liit• i: `{Ltrr'}xr!.iNi, 'F'sVl ","; m e/ {w Ceaab of Jefferson ad State of . mod• 'bew il:0T EhI Viti.1,t,y 1'1 r 6'; a ' Jtr'' JANISON fine 1■e�W JARRALp A. JANISON and PATS L. IISL 1 0 19IS J �s1 lu 55 . tL v t� •a' flare 9� ll F,,,i r l l''';:!1.,411}) i1 111, + se' .43 i ,� y7 ar 1°�r '� q� OO • '' r6 t'e eti .� �!e4 47'44,11f ' I� ,Fn rt 1 ,Itr i�1r 4f ) pp7 the `�I l;,��A ila, rF `;rkFt. • � .e w.rW pads ref Jeff Wfiab at r",Fll{{f...,1:40% 114,',;[(;/.17, net f, ;v11,1 jw,;: a o !rill;?-` e,. •11li,i,;t y "r I yhYr'.,,... o 7N,that w mad W4•r w tint pot.[w W le••WyLLe ad wL•iiAt��n(1. tr MqIgi1.,p ,�I {I • ,� a o 711I17Y 1NOOSAND AND HO/100- as • Jell ����� E'iT i�� 4tl rcT7�t1 •-,i o el Mier MIWeJyyea+++�awurw MN DOLLAU '4N,�1 1rr ' r ri^a',£. ^� ,4:4 ty1{'' awed prat,W IeaWK wheat r Mttl•[w fleet feet 4 bW W b w Mkt_ o tI t474,2” e} i1 " 1,141W1 ;fie f,1 W by thee% Mwl•�� ��6 W.�k., •6 W Derr{►�hh4 meld wad at wwa, 111 r4k*f�.1 4, r1P5 ! d . �S W ad reek W� art Y'••a4.W w antam Mee the W pattern •[ mama pee, wit o l, ' r �ell ':! s>3 ,i. y s. ream lerevey•.t a trap la eeeree bet W '4' . , i,,, t� ' ' r;.D ' r�.erye11'�". olLi 711 Wish X17 ul the mad lane ywr �4.[ Weld aspesed w 'r it�`pxfri�IuV 111/2 the 511/4 of Section ]t Rale •�!}, ;. 114',1,1A.4;". � f •�; �q Range 65 Neat of the 6th P.N.. County of Weld, State of Colorado.�nah1P ] North, r trtty�, 4+4�. r9 a ,�i v „ �J' The P4reNrvu1' 9 a' / Seri Patty of the Pint Part/unto hra atii rsi" i'vl td' 'tF6 w1 r fives and assigns laself and his in and to ll legal re resin �I���1 ar (' �f8 r' r 1i�'�`'. other end asl q n and wider ed one-halt 1 In and to all of the oil P ."'i, kj 4 jithg i. kq34e aiy/S}s,^hi s, land. . and that may b produced It'or tM , gas • 'l'�,�tt "/1 Sla ! together with the right of ingress and above pur r�ln( 1, 1; i '444-1#44:411419S:4441+ ;. .tl, mining. drilling and egress at all times for the purpose 3 a�lorinq said land for oil, gam and ores minerals and �'.Iiir 14 r 0;0ff�� )t1:4,'A. t i}i tr°Vl tM •site there[Lw, r1N the rl ht at anr1r{i� 1�}r f�th equipment in connection therewith. q any the to rmw any or all ' me ; floe fit, ' '. 'T} lit; H 1 ( 1 NG: e l: f,fi. i tooefea .iu a W Magda w 41•dlt•re•r W ;404,4},4)Erit$ hr 1/4:}' m4ifit 2,1"1 V� s Wh shay asag W w swerve end vent++►Lawn W �. lames ►u4 path r e et ea F '�I�, r61 P: '§ - ?, e n; �etb slam ad toad path a la l ea t t� r(!3 ,A0 A fel'Fv t wb.rwwr w w w 1�� t N + �s a areas,eC le W te he Jew br wiwal party w ma feet pert,•14 0 R 4o q. 1'F 1C NATO AND to NOW •5 w +fir W,N•n+.r� W b« h�yr�r'1{'7 iMp� IN: � c °i,• ' ,' f add partite w w.e...d pat,hair Lea W ears Mw�..�w'S e eat ve rw.w. w satmassass.Ism he h.MN*wc►r ��fI'' f 6k r eta 'y ,'Sits{ r i ir, mama ■d •draN•rn,Mee•ww•el.Pa h novae ad Mae r ad web lta the pa,M :,r"tLtl5i ). "1 y , t F M14 W1 We and w r11 t'i If' .0. f} '� "4f 't tf of w re4M tat J w the of w memeat and PrNr w me tl�, 11T e • 1 1k4..,±.0411'.:15 'd 9 h ri Fwere man•wwn4 M of gad.anal delay of taeee Isr.at►M i tM netted ! , t''t 7{.Ir� I� �?kr •, snfete aaebee mad t 5•?+",p4 d'S 14 !,,,41,1, SL !,�f1r' he hale.W bee Pied*M.[•D paw ad Wahl smelts r three* eh•r►r ewe 1 y the ey W 6.,r f rMtr`al'.js1: ,�to, s,3rp �p�4 ti 4rrc 1e r arm W r 4wirer mom on fns W seer h� t P 1e7 hes W Y� tilt, tll�l�, �v. , �r`.y C L...., thee et Wan Beath% ,+din ,,l,. ,r. 1 strier It:* 44, Payable to ln 1106 righ whic the ay pl record;of tap Second ►artaassume and the gagree to payla•• t, k'a'o-nt,: rl4'; n�, �_ h coonk•cbJ! a Its 1 subject to 011 and G• Lena•• recorded in jrf�,eN'S�PAf; r {1 nf!{} 1 ta hec lnlallo. il$1 M• 1SdJ171r Doo1L 629te ■• Reception No. 15S11]0 and book 610as 'q�F.°��� 15316]01 subject t0 the ne•tvatlon al an YndlVlded ll[ n- 1 r ! 4 recorded in DT litftqr12 , J , qu an4 ►lnvL Ynderly 9 ' A� F'"�.klit 4,� Jacob Schlet ► and,Nvie Dchild•r, formerly ~e Schlegel, lnnoDeai ��ff lW'�1't�telr( aLW J eerie •q l! of John schl • • 1 I. r t" • IFlkl l •W •Ct d nN[Ya[l On• COn to In W w a.let•ed Pee•eebr Pru.l.••f w eer Ne ►■Lan t M � 1} s tj i SbL k ',1.r1, e ram i w r the he him ad wham d la wnLwq yWw ad of every nte eJ w v lifr.i 1 Ith ���r+ r P1':1 AND ere1 DeYthLD. he eta er rp P•LI here{w mad peaty e!w Mat pat hall so Mw pass ' �'1�b� }' t't:4, , ',0 r 'r}t "at Jd to wriva e W Nedra Spew.r.hall wwL w>haa4 L►,MYaI the,Y,r•Iv.salt wAR pr ' nft=rrl`n' 4,350-I »ry ftill es-Ye mama si w4.f w ant Ir1 W VIwaW M bW brl w•rl w y W Pee t- Mhi ,Ile;Viiipt 041 teete4 SASS al Deland la tie ,,,t. • ii. !{ , to. , yf ►nee of .< H. N IDeAf.) ' • 1 t.” F „,I �; s"""`�,} ItiAy -Irrr ltl�r� r. ��r 1 ��.14 ftr °6�el� s v , r f� 1 darreraoa la i --1" 111 l<y l�L�gt{ 4 'kk, ti ` ' •"�. .� switaiwlMad betels r Ws aih 41 Jul �r �.11)117.'44 1 Y .IP 7S e i , ,,1' ,r ;{ }. u tflteee j . .t 'I': to:,' Ir, t ><7}� .r -ti • T9• .,r bed ea ahead oh I •� '4 r. k%° i1 :i•4.116g�i" �.I�LiQifJ.YJL. ti Sd ti $ ,t 4.11 1 \P, I � p,,,.„1.4f,'" ,h" r ,t‘`.' �� Ire. :let , rl0-1,..: i eft r� �is I . mess Praiser Vtiw`aerr etrl'�,( r 1pp��t-..7 a •'' a++e�am ,f8 .• #44 4. . 'a e.�tw 1a,w ere ft,sete.!!.tet t_ef![.t."TTYtei!!,.!wa,tee,"9.!.•!ttratewf':r i'1+XniFtIN4TY4',. •Y'. ",-;i::•'''' '•Irtl ...4.1114...., }',1, ,1ry145ne 4 CJI °��_FZ•• + 1'1 e�1M1 rwi.31 fra 1 I ;1/.1; `, M1Y J`F IV '1 4 f1 I 1 11 . 4tS ^igti}'/"!r 4 `!' v .. + .346 4 i� pin , 11 ` 1a 4 Ylk,..y,i i,i,„ • vT «I.•. ...„..4,,,,445 f I. hbf•r, Jr I. r`J , 11 i'... l r tUlf.7 r J f."."11.;••• 'y'1,ti T 4.1 •Sl.d,r� :r' '7":". ".b. ' q r� w.1......,•,-,0...- is '�..I I`t tf�l - 1� iy, F;'''.4,t... e i - , Ii 1 ;ry yea e� ' # YIr .:.. • rr ,1 r' I ra1 � r t H•� t1 T r1' fit V rr5 ,,� e• s . '718 a.e.rt.a /A`7f_.. JUL 5 z4 _ , ".. `¢ �a r t a..arw . 640 L?'J! a :it satlu.Jl : I r;�1 ',Mkt, I-t • r M 4 '�C pre Made Ile 28th twat June . , U74 r1tA1tra o taR . .. .�,.C, f nee '. •"kf7+S1 I HERBERT H. WEBB I 0,J, „ilii c0. ., SkM DocumstlarT Fa 'r r+ 1y 1 'Kitcv...y.tu.a..IM.,r ,,c.�'.t Weld detest JUL5 1974 :!;,:!;,..t7. ^ � : 3no • ,. g , o F. JARRALD A. JAMISON and FAYE L. JANIS0N •iyg,�t'i to et am1 Weld rsatr..e iL :. f ; F, Pd...dt t W wart,.. (1 Ali,' .r w' l lTtttlastii Let W w • if {;' fewt/t W fine part,tee d r 4 11rdW sett ' ' Jr,lu • ' t"'� Tlt.irty'Thousa nd and No/l OOths ' r. ' 1, i 1'',11/7 9g ti , the wMW«r ersteu te W w poi of tit met pert r her w b W w wuuw el Ur •o ./.." i ' '.S. wain Thee le banes e.etr.d lad a snl.dp.y be ' l Y'[)ai • I+K j; O dater peen"doantseemss peaa.d,h.ept.a,wtf d asa•r.d, -a , �.: u`yiiig ham d sedges t.r..� area be east bet le k ed ream es the w partial t d pee{, Lek ��t r• �,5 k •y�, a Eft gamed t Vt tips d h�r Uri WsO.V the f.EwVi descried k s G J Z .ff t 0d...dtir.r: .+wart Weld el sel. { L '• ••eddy i G;'tr2 1t i Si.iL .hr`N g The 8} of the 6} of the Si of the E; of Section 32, Township 3 ! ' l -"?-'O,1.1.1,if*, hJ - North, Range 65 West of the 6th P.W. r ,�,y •iid �. ,,�. i' t +` , to • I ^1,c.p TOGf't43Y•••a d Yy.le W la dltansk mat r f:• `'�. al d the n.aalr d S..e.l.ee r--'--d.d waab4st esta, 1a.. d thonlag, or ereat , : .mama,1 5,tali Sweet,dela d salad , 1 f"' F:(u,• anti e,k d be W Sera Ieeseb,.r orealati with Ur re 1 W aid party at the UM pan.dth.Y law er • I w a 4:4 „4. 4 all here a L.w pat w.a.le.z.y, TO DATE AND TO SOLD Ur"el r above WaW/`r described. e•petara.e,we u. ':'• irl tJ'i, `« (e Ljt.>;i.; �R twet t .. ade.hda.theren d.. amalgam tweeter:Art the w pasty et the Brea µet toe idsat,ys r n y 11{w, s.as.s Peet►••err d.sae r eat Mal the w µ.tl.t the �•' 1 rttl!'h •J�J r ae..t rat,Lek bee d aalaet that a W ilea t the swabs d _abed 1 ;Vf• It f�'y^, ed he tde pa dd y,above owned.a t geed,ern,p.tat nee d Ldd..eM.awns hereace.r lew.Y rY i f �� St . d era pet riot td rover d lawful seniority be peat erase el d.rap W are r ales. ,o- ' { 1t}�i1 e} ta.atd,ad filet tin or an tn.tad deer ha an tar d a6.rasa.la.aa.t alea ya,., ,',..,y��?' i y " l•.1•.ea..aearr d rerb.eeeea t whets.Dad es arts wet., except all taxes and ; r r,'� 1 4,i To ..4 assessuents for the year 1974 and subsequent years; subject to + x.3rl w,t�{ fk� VI rights of way, ' If "` !'� eeeeeents, restrictions and 1g f record, if any r/`/1. . r ilt4. at v; J{j( r{!y ',r Vrt.w 1 el + , b" v} �r'�It: J:�.;':.i . '` Kai'lj,ff ilIh re5 d W Yoe lagged pole r the Pia d t aW ia, j /..Seers a W w teethe t the NOS r ` t saving.t theses their�s W the W d ring t aria vret analog ap d Peet.the ll r lawfully saver[et le err the nisi et way part taeet,lie w e every pane paws p 1+yfr r Tr,.?',t t yygi 1N)TO�1a peaty t the Ifni pat sea sr.rat wart ear Ingl�q 1+ `'+ : 1.1 ' �ry{tc',r saa•`S•MfohY r main.Mager amber ebaa Yded.W pre.l.W peel the srrarr,d the r t east ct i 1 )'i^i, +, iy4.(4 i li- .�,•r fit, ." .y,(�y°7.�.ttl�Or W w pasty t the tint pert la lower Set W head d eel Wit d asp " f4 siF+1�.. rM1 ,_ , .�7�j}N.�r. � y ' ."rr `�JD1r{, ad r W twee t r J f , lJ, yy'' fit? t it f ,a.. .'"PO•.?-'s t" r ere Iatil.J • , x, [ii. • t�:€:C * lea 6", T' .' ,:eat /'bB�Ve - t+utJ w :;,. ' !LA-\, f chb•� tsRALI •=c,,.I.. ° ,> wi, 11'' r: ..t •••••--•� rug or Gows►Do 1 4/ , 1 t'�yt Jefferson lj'e' ear, ,fir a The da••ol•[leta.aat Wee ada.wl.dPd Wore .le Ib a 28th tr.( June •v74 • . 'k.)0,1 , • /1. M Herbert H• . Webbt y.,•,.,: l4 Owls"'N'•�"s`4 ectrtalstiot ti JuFJ 1!. A .liner in ear d dtlda.a. •' ..,2".:),1•1,1.1.•-•!., r or{y r. f �eM1 Ai 1, Q(e1{�}er t CY rc:Iti,1., a 98 nil* . . 1Y SAir'j�pp a..w.J I. .......•'R..e.-r,••ye,l ld.r-►+M"vino-r1M1.eta.r-,,►r.,u-..„N..-.. •.., 41 THE LOCATION OF TH. .4f. 'OSED WELL and theoreeon i .Q which the water will be used must be indica— t--o u diagram below. (6) THE .-ALL MUST BE rLOCoes. D•Bf�_nui ,•„Use the CENTER SECTION (1 section, 640 saes) for the well location ; iby distances from section Imes. :+'ilt 1-. — ± — ..(- — -I--- "h - -f- - + - 'i S �iG from__ ,,t • Y . .• `• Tnor(n o,wutnl sac.line I4--1 MILE,5280 FEET�D.I I ft from�.ast '+' + + 1 oust or west( I• I LOT BLOCK FILING • .}. .� 4 NORTH SECTION LINNET_ t SUBDIVISION I . I I NORTH+ - I (7) TRACT ON WHICH WEI I WIL ac I- i - + - - + - _ + t LOCATED •Owner: Jarrald Jamison I o I I y No.of acres 40 . Will this be • (' + w y I the only well on this tract? Yea I w I I x z° — + (8) PROPOSED CASING PROGR M -I- -}.. 3 — — — II = I Plain Casing I fStuNllfrom—�_ftto.jp___.__ft. 4— - -)- I . . I 2 P1Eyvfrtfn 0 ft.to 300 ft SOUTH SECTION LIN — T — -•I. Perforated casing I I!! I I 4 1/2 21astrnm .I . i ., , ' • +' in.from • n t.;• . I r . . ft.to t IIf. iI (9) FOR REPLACEMENT WELLS givedistance ' '- T - 4. and direction from old well and plans for plugging •, ; The sale of the diagram is 2 Inches•'1 mile --• Each small square represents 40 acres; • . • WATER EQUIVALENTS TABLE+(Rounded Figures) An acre-foot covers 1 acre of land.l foot deep. . . .,"•l cubic foot per second(chi ..•.449 gallons par minute'( 'I'• ' .. A family of 5 will require alh'oPrbytsly t acre-foot of warp . '1 acre-foot...43,560 cubic feet./.•.325.900 gallons. • . Year. • . 1,000 gpm pumped continuously for one day produces 4,42atsa•fest. (10) L. ND N WHICH GROUND w alEtviimuitt Luz Owner(s): Jarrald A J m n Legal description: No.of acres: 40 --. f the SF 11/ r•tcnn 17 1SJp 1ti o 6S r (11) DETAIL nu system to be used. t�t l of the use of ground water: Household use and domestic walls must indicate typo of disposal (12) OTHER WAT R RIrt'Te 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 None . .. wov4, 1./1 (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS RUE TO THE EST OF HIS KNOWLEDGE. SIGN T RE OF APPLI Ary IV • • 890980 Use additional sheets of paper if more space is required. APPLICATION FOR CERTIFICATE OF DESIGNATION 4ihnitt:ed by WDCOD SERVICES, INC. 5906 McIntyre SLLewL Golden, CD 80403 r r 1988 1 890980 WIXCO SERVICES, INC. Engineering Design and Operation Report TABLE OF CONTENTS Section Page Section 1 - Introduction 1.1 NEED FOR FACILITY 1-2 1.2 Owner and Operator Information 2-3 1.3 Facility Location 3 1.4 General Description of Facility 4 1.5 Service Area 4 1.6 Access 4-5 1.7 Permitting Requirements rements 6 A. Colorado Department of Health 6 B. Weld County 6 C. Utilities 6 Section 2 - Engineering and Design Information 2.1 WASTE STREAM DESCRIPnON 6 2.1.1 Infectious Waste Classifications 6-8 2.1.2 Waste Generators 8 1 2.1.3 Quality of Waste 9 2.2 EQUIPMENT DESCRIPTIONS AND SPELInCATION 9 2.2.1 Collection Equipment 9 2.2.2 Incineration Facility Equipment 9-10 2.3 PHYSICAL PLANT LAYCLTP 11-11(A) 2.4 sauRAGE REQUIREMENTS 11 2.5 ASH PRODUCTION 11 2.5.1 Characterization 11 2.5.2 Disposal 11 Section 3 - Operating Plan 3.1 GENERAL DESCRIPTION 12 3.1.1 Hours of Operation 12 3.1.2 Daily Operation 12-13 3.1.3 Security 13 3.1.4 Throughput Capacity Limitations 13 3.2 START-UP AND SHUTDOWN PROCEDURES 13 3.3.1 Start-Up 13 3.3.2 Shut-Down 13 890980 WIXCo SERVIrvq, INC. Engineering D' sign and Operation Report 3.3 WASTE DISPOSAL AND STORAGE ALTERNATIVES 14 3.3.1 Refrigerated Storage 14 3.3.2 Reciprocal Dis. al Agreements 14 3.4 ENVIRONMENTAL PROTECTION PLAN 14 3.4.1 Air Quality 14 3.4.2 Water Qiality 15 3.4.3 Soil 15 3.4.4 Sanitation 15 3.4.5 Hazardous and Radiological Waste Identification 15-16 3.5 HEALTH AND SAFETY PLAN 16 3.5.1 Fire Prevention 16 3.5.2 Emergency Response 16-17 3.5.3 Prevention of Exposure/Transmission of Disease 17-18 3.5.4 Medir�l Monitoring Program 18 3.6 PERSONNEL REWTRENENTS 18 3.7 RECORD KEEPING 18-19 3.8 CLOSURE PLAN 19 3.8.1 Notifications 19 3.8.2 Decommissioning 19 3.8.3 Environmental Safeguards 19 890980 WIXCJ SERVICES, INC. Engineering Design and Operation Report LIST OF FIGURES Figure Number Page 1 Site Access 5 2 Incinerator Components 10 3 preliminary Facility Layout 11(A) 890980 WIXW SERVICES, INC. Engineering Tlosign and Operation Report LIST OF APPENDICES APPENDIX A Air QnnR1 ity Permit Application APPENDIX B Air Emission Permit APPENDIX C CDC Recommendations APPENDIX D Personnel Safety and Hygiene Policy APPENDIX E Spill Control Policy 890980 WIXCO SERVIrPS, INC. Engineering Design and Operation Report December, 1988 SECTION 1 - GEMERAL INFORMATION 1.1 NEED FOR FACILITY There has recently been increased recognition among the Colorado Healthcare community for the need for a comprehensive service for the proper and safe collection, tracking, and incineration of medical and biological wastes. This recognition and demand has been precipitated by a number of factors, among which the concerns for staff safety and potential environmental impact are major issues. The relatively recent development and implementation of guidelines and procedures designed to protect medical personnel ft out exposure to pathogens transmitted by blood and body fluids have increaPed both the amount of medical waste designated as "infectious", as well as the demand for proper disposal service. National reports of untreated medical waste appearing in public areas have increased the demand for incineration of such waste, to both ensure the proper destruction of the material as well as to reduce the volume of the residual pnuluct. There is also a growing recognition by Healthcare facilities that sterilization of infectious waste and subsequent landfill disposal is both costly and potentially environmentally unsound. The diminishing capacity of existing landfills, opposition of new sites, and problems with differentiating sterilized medical waste from untreated waste, is making this option increasing unattractive to the medical community. It is estimated that general hospitals generate an average of three (3) to six (6) -pounds of infectious waste per day for each occupied bed. An unknown amount of medical waste is generated fawn outpatient treatment at hospitals. The amount of similar materials from medical and dental clinics, private physician offices, nursing homes, and veterinarian activities is also unknown, but considered to be a significant market segment. The present disposal methods for infectious waste range firm the on-site incineration by large facilities to the direct disposal of untreated medical 890980 r WIXCO SERVICFS, INC. Engineering Design and Operation Report waste in the routine waste stream. The willingness and ability of facilities to do on-site incineration is decreasing as the amount of infectious waste increase . The factors affecting this issue include the cost of operating on- site incinerators, staffing requirements, safety concerns, and the lack of pollution control equipment on older incinerators. The cost of new incinerators in tight budgetary times are disincentives for hospitals to install new services, and prohibitory for non-hospital based facilities. The front range dnes not presently have, or anticipated to have in the near future, adequate facilities for the proper incineration of the growing amount of infectious waste. Wixco Services, Inc. , a Colorado owned and based cotp_ration has responded to this need by the development of a comprehensive and economical program to collect and incinerate such waste materials. Wixco has an exclusive lease agreement on a rotary kiln incinerator, presently located in Golden and permitted by the State Health Department for the incineration of medical waste. It is Wixco's desire to relocate the incinerator and its operation to Weld County. The Weld County site was selected due to a number of favorable factors. The site offers adequate traffic arress for the operation. The surrounding area is of a rural nature with a relatively disperse population. The nature of the surrounding land is such that it is unlikely that development would be of the type which would be incompatible with the facilities operation.The property is zoned as I-3 (Industrial) which is appropriate for the nature of the proposed operation. There is an existing building on the site suitable for the indoor operation of the kiln and storage requirements. Appropriate utilities are lrrated near the facility. Additionally, the present operation on the 80 acre site is quite compatible with Wixco's intended 1.2 Owner and Operator Information Wixco Services, Inc. is a Colorado Corporation formed to provide a waste minimization and management services, as well as professional consultation on regulatory issues, to the Colorado Medical Community. The President of Wixco Services, Inc. , is Graham W. Howard. Graham has a M.S. in metallurgical engineering and a M.B.A. from Stanford. He has extensive experience in the environmental management field and eight years direct experience in hazardous waste management. This experience includes the operation of a successful hazardous waste treatment company. His address is: Graham W. Howard President Wixco Services, Inc. 7147 So. Spruce Street Englewood, CO 80112 Telephone: (303) 792-0177 2 890980 WIXCO SERVICES, INC. Engineering Design and Operation Report Benjamin F. Gibbons is Vice President and Chief Executive Officer for Wixco Services, Inc. Ben is a Certified Healthcare Safety Professional, and has an M.S. and J.D. He has over seventeen years experience in the Healthcare field, both as a rare provider and manager. He was formerly Director of Safety and Workers Compensation for A.M.I. Presbyterian/St. Lukas System. He was president of the Colorado Hospital Safety Association and assisted numerous healthcare facilities in the development of internal policies for handling of infectious waste. His address is: Benjamin F. Gibbon, Esq. Chief Executive Officer Wixco Serv1Caq, Inc. 5906 McIntyre Street Golden, CO 80403 Telephone: (303) 279-3043 Greg thlumsky is the owner and operator of the incinerator to be used at the site. Greg has a B.S. in Mineral Engineering from the Colorado School of Mines, and over a decade of experience in hazardous waste management, environmental technology, processing plant operations, and the operation and design of incineration facilities. Greg is President of International Process Research Corporation, which employs a staff of over thirty (30) professionals. His address is: Gregory F. Chlumsky President International Process Research Corporation 5906 McIntyre Street Golden, CO 80403 Telephone: (303) 279-2581 1.3 Facility Location The proposed facility will be located at 12311 Weld County Road 41, Hudson, CO. 80642. The property is owned by J.A. Jamison. The on site building, and as much additional acreage as required, is under a ten year lease to Wixco Services, Inc. The legal description of the property is: The South 1/2 of the North 1/2 of the Southeast 1/4 of Section 32, Township 3 North, Range 65 West of the 6th p.m. , County of Weld, State of Colorado. 3 890980 WIXCO SERVICES, INC. Engineering fl sign and Operation Report 1.4 General Description of Facility The facility will eventually include two 750 pounds-per-hour rotary kiln incinerators in an enclosed building. The existing building will also include office space, employee dressing and shower facilities, and unloading area for the transport trucks, as well as temporary storage for the collected units. In the unlikely event of shut down of both incinerators, the waste would be temporarily stored in refrigerated reefers on site. If the shutdown would exrp4xl recognized time limits for infectious waste storage, Wixco has existing contracts with several out of state incinerators as part of its contingency plan. 1.5 Service Area Wixco Services, Inc. , intends to service the Colorado Front Range Area. This service area may be expanded in the event that a need is demonstrated. 1.6 Access The primary access to the facility will be from Interstate 25 to State Highway 52, to Weld County Road number 41. (Figure 1) 4 890980 FI. .E 1 FACILITY ACCESS 73 ): ) e , ---N.,....i • '\ --- , -N , i I 7.- WELD COON A SESSOR'S� '\ R65W PARCEL 200002%C TION NO �� l \7� ACCESS / 70 PARCEL "A" 1 / / • / / WELD COUNTY ASS, > WELD COUNT\<A$'SESSOR S _ ARCEL• IDENT/F/CA 7. { RCEL IDENTIFICATION S. !2/33300000? \3320000!9 72 V // AC . PARCEL B" i► . S 2133'4000008 // /� / / I --- N) . T2N ,o \ it I J I 5. 890980 1 WIXCO SERVICES, INC. Engineering Design and Operation Report 1.7 Permitting Requirements A. Colorado Department of Health The single rotary kiln incinerator to be initially operated at the site has air quality permit no. 88,7E161 (Appendix A) issued by the Colorado Department of Health, Air Quality Division. The permit was issued for operation of the incinerator in a more populated area in Golden, and procedures are under way to have the permit authorization transferred to the Weld County site. B. Weld County Two operating permits will be required from the Weld County authorities. The first is the Certificate of Designation, requested by this application, as authorized under the Colorado Solid Waste Disposal Sites and Facilities Act, Title 30-20-Part 1. The second is a by Special Review fnau the Weld County Commissioners. Wixco Services, Inc. , in conjunction with the owner of the property, intends to request the Commission to amend the existing spe.ial use permit on the property. This request will be submitted in January 1989. C. Utilities Cunuwn utilities such as electricity, telephone, septic system, well water and natural gas, will be required for the facility. Appropriate requests and permits will be acquired fiuiu the respective providers. The Ilse of the facility will not adversely impact any of the service providers. SECTION 2 - RCM AND Lt fGN INFORMATION 2.1 WASTE STREAM DESCRIPTION The waste to be accepted and destroyed at the facility will consist of materials from general classification of "infectious" ("biohazardous") from healthcare and veterinarian activities. No materials classified or regulated as hazardous (i.e. R.C.R.A. or N.R.C. regulated materials) by state or federal agencies will be accepted at the site. Appropriate screening procedures have been established to ensure the non-acceptance of such material at the facility. 2.1.1 Infectious Waste Definition While there appears to be no universally accepted concise definition of what is infectious waste, the E.P.A. has recommended the categories set forth 6 890980 1 WLYCO SERVI , INC. Engineering Design and Operation Report below. These categories have received wide ar nptance as being appropriate for inclusion under the broad term of infectious waste. Classifications of Medical Waste Source: EPA Guide for Infectious Waste Management rcianation of Infectious Waste EPA recommends that the following categories of waste be designated as infectious waste: Waste Category ncamples Isolation Waste refers to Center for Die.Pae-a Control (CDC) , Guidelines for Isolation Precautions in Hospitals, July 1983 Cultures and stock of infectious specimens fLouu medical and pathology agents and neenriated biologicals laboratories cultures and stock of infectious agents flow clinical, reeearch, and industrial laboratories; disposable culture dishes, and devices uzcd to transfer, inoculate and mix cultures waste from production of biological discard live and attenuated vaccines Human blood and blood products waste blood, serum, plasma, and blood products Pathological waste tissues, organs, body parts, blood, and body fluids removed during surgery, autopsy, and biopsy Contaminated sharps contaminatPl hypodermic needles, syringes, ernlpel blades, pasteur pipettes, and broken glass Contaminated animal carcasses, contaminated animal carcaseeG, body body parts, and bedding parts, and bedding of animals that were intentionally exposed to pathogens 7 890980 WIXCO SERVICES, INC. Engineering Tpsign and Operation Report Misc. Contaminated Examples Waste Category Waste fium surgery and autopsy soiled dressing, sponges, drapes lavage tubes, drainage sets, underpads, and surgical gloves M.ir-p1lanecus laboratory specimen containers, slides, and wastes cover slips; disposable gloves, lab coats, and aprons Dialysis unit wastes tubing, filters, disposable sheets, towels, gloves, aprons, and lab rnnts Contaminated equipment equipment used in patient care, medical laboratories, research, and in the production and testing of certain pharmaceutical These materials are examples of waste covered by each category. The categories are not limited to those materials. 2.1.2 Waste Generators National studies and local surveys have indicated that the major generators of infectious waste would be faun the following type of activities: - General acute rare hospitals - Skilled nursing facilities or convalescent hospitals - Intermediate care facilities - In-patient care facilities for the developmentally disabled - chronic dialysis clinics - Free clinics - Community clinics - Employee clinics - Health Maintenance Organizations (HNSt's) - Surgical clinics - Urgent care clinics - Acute psychiatric hospitals - Laboratories - Medical buildings - Physicians Offices - Veterinarians - Dental offices - Funeral Homes 8 890980 WIXCD SERVIC7S, INC. Engineering r sign and Operation Report 2.1.3 Quality of Waste The quantity of waste arrapted at the facility will be limited to the capacity of the incinerator units. Capacities for thpc units are descrih d in Section 3.1.4. 2.2 EQUIPMENT DESCRI1.'n0NS AND SPECIFICATIONS 2.2.1 Collection Equipment All waste will be collected in c.Pa1ed and lined cardboard containers. The containers will be transported in light duty delivery trucks and tractor- trailer units. It is estimated that two (2) twenty-two foot trucks and one tractor-trailer unit will be utilized. 2.2.2 Incineration Facility Equipment The incinerator which will be used in the facility is a rotary kiln, equipped with a wet scrubber for elimination of any acid gas which may be generated and a bag house which will prevent particulate emissions from entering the atmosphere. The major components of the system are shown in Figure 2. The incinerator and pollution control equipment is more fully descrihcl in the Air Quality Permit Application Atttthed as Appendix A. The incinerator is currently rated at 750 pounds of waste per hour. The actual capacity will somewhat depend on the heat value and the moisture content of the incoming waste. A copy of the Air Enission Permit (#88JE161) is included as Appendix B. In adOition, certain pieces of test equipment will be present on site to determine the best means of sharps removal from the ash. There will also be various compactors and ash test handling devices on site to evaluate the potential of using the ash as a commercial or filler pL uluct so that land filling may be avoided in the future. 9 890980 rorj • 0 0 z A 9 0 II o o > IO m rn,MI m � m m A 1 V x r 2 a O O c O.. m m T > N 0 N C = T r m•••4 0 ri O a r 0 N R N N 1 m0 mO 2 er o ag m 2 N 1> rH -c C) r 0 2 In r v a i A NO 0 -IT( =0 5 ma a coa in Lf a °a c' 9 �1 r V a O m o 0� D r N O • m N O O C O 0 a n m =om > 9. N 'm O m i T 890980 10. . WIXCO SERVIrFS, INC. Engineering r sign and Operation Report 2.3 PHYSICAL PLANT LAYOUT The preliminary plant layout is shown on Figure 3. The major areas shown are for: a. Waste receiving b. Waste weighing and recording c. Incinerator d. Ash removal e. Office f. EMployee Shower and Changing facilities 2.4 Storage Requirements It is anticipated that during normal operations, storage will be required only for a brief period as that containers of waste will be off loaded and incinerated shortly after arrival at the facility. Short-term storage will be provided in the waste receiving area. In the event that storage will be required for longer than 48 hours, refrigerated trailers, located outside the operations building, will be utilized. 2.5 ASH PRODUdnON 2.5.1 Characterization Wixco has obtained EP Toxicity results from ash being generated in North Dakota. The results indicate that the ash passes standard EP Toxicity tests and therefore is not hazardous as defined by RCRA regulations. 2.5.2 Disposal Wixco preferred methods of disposal are ranked as follows: 1. Recycle of the ash to cement and/or asphalt plants as a supplement feed. 2. Disposal at an approved municipal waste sanitary landfill. 3. Disposal at a spCLial waste landfill (eg. , Conservation Services, Inc. in Adams County, Colorado) . 4. Disposal at an approved hazardous waste landfill (eg. , Highway 36 Land Development Company in Adams County, Colorado) . Prior to operation of the incinerator facility, arrangements for disposal of the ash will be completed. Since ash disposal is closely regulated by the Colorado Department of Health, approval by that agency will be mandatory. 11 890980 I- 0 0 J H_ j W 6 cc 0 sa J O < LL 2 J W 6 W W 0 0 W < c J ti a cc 0 S H c V3tlV a 3N010AO o w 0 .CX.C LL b W IIIfLI LJ ; --r— i t 2 u < < O - H a T 5 5' gc LL W f 0 2 W_ (.l W a 0 = W a S W ra L = 0 00 C 4.1 11 (A) 890980 WIXCO SERVICFS, INC. Engineering Design and Operation Report 3.1 OPERATIONS PLAN - GENERAL DESCRIPTION 3.1.1 Hours of Operation Office hours for the processing facility will be Ruda 7:00am to 4:00pm, Monday through Friday except for National Holidays. The administrative staff will generally work according to this schedule. The hours of operation of the incinerator will be dependent upon several factors, including: -Collection schedules -Volume of waste to be incinerated -Equipment maintenance schedules The collection schedules will initially be 7:00am to 4:00pm, Monday through Saturday. Special schedules may be required dependent upon client requirements. Deliveries to the facility during off-hours will be minimal and will not have an adverse impact on the existing traffic pattern. The eventual use of two incinerators will permit processing hours to vary dependent upon volume of collected waste. The planned maximum operational time for the initial rotary kiln unit is 24 hours/day for 3-4 days per week. All incineration will be completed in an encloccd building and will not have an impact on the surrounding area. The incinerators will not emit odors or visible emissions. 3.1.2 Daily Operation The daily operation for the collection of waste will be for service trucks to leave the operations facility, collect the waste ficau clients, return to the facility and unload the waste into the receiving area. The clients will be responsible for collection of the waste within their facility. The waste will be collected in lined containers supplied by WIXCO SERVICES, INC. The containers will be clearly ladled with the internationally reccgnized biohazardous symbol. A manifesting system will be employed to ensure the proper tracking and recordation of the collected waste. The system will include a three-part manifest and of a }-ar code program which will identify each collected container by client and container identification number. A record of collection and incineration activity will be provided each client cn a monthly basis. Ash generated in the incineration process will be cooled and disposed of in accordance with applicable lcral , state and federal regulations. An Extraction Procedure (EP) toxicity test will be conducted on the ash on a 12 890980 WIXCO SERTICES, INC. Eigineerirg fesign and Operation Report routine basis to verify that the material is not considered "hazardous" under state and federal RCRA related regulations. Samples of each ash shipment will be kept for 1 year for verification purposes. 3.1.3 Security The service truck cabs and loll es will be locked when not in use and at all times during waste collection, except during actual loading of containers. Clients have been requested to ensure the filled containers are stored in a secured area. The service trucks will be clearly identified by tic of the international biohazardous symbol. The operations facility will be in an enclosed building which will be secured at all times to prevent unauthorized arrimcq, 3.1.4 Throughput Capacity Limitations . The design capacity of the rotary kiln incinerator based on the estimated characteristic of the projected waste stream is a maximum of 750 pounds per hour. At a rate of 24 hours per day, an average of 9 tons could be processed. The actual capacity of the incinerators will depend on the heat value and moisture content of the waste. 3.2 START-UP AND SHU ECWN PROCEDURES 3.2.1 Start-Up Start-up of the incinerator begins with heating the kiln to 1400° F and loading the hopper with waste material. A hydraulic ram is activated to push the refuse from the hopper into the kiln. A gas-fired ignition burner ignites the waste. crises fL uu the unit will be maintained at a discharge temperature of 1800° F. A minimum of 1800° F temperature is maintained in the reactor using a supplement gas-fired ignition burner. 3.2.2 Shutdown Normal shutdown procedures will step the loading of adeitional waste into the unit to allow for c;uplete incineration of the waste material in the kiln. The incinerator is allowed to "cool down" for maintenance but will not be cooled until all waste has been properly incinerated. Minimum combustion temperatures are automatically maintained in the pyrolysis chamber and secondary thermal reactor through the »sa of the supplement gas-fired ignition burners. 13 890980 WIXCO SERVICES, INC. Engineering Design and Operation Report 3.2.3 Unscheduled Unscheduled shutdown would be caused by equipment failure or some other event which would cause interruption of normal operation of the incinerator unit. In the event of such an occurrence, the operating instruction manuals will be consulted for each of the pieces of equipment in question. 3.2.4 Waste and Ash Removal In the event of an unscheduled shutdown, waste material that has not been completely processed will be left in the unit until start-up can be resumed or will be removed through the use of the ash removal system. Any partially incinerated waste material removed from the unit will be stored in a metal bin until the processing can be completed. 3.3 WASTE DISPOSAL AND STORAGE ALTERNATIVES 3.3.1 Refrigerated Storage In the event that the incinerator units were temporarily inoperable for a short period of time the refrigerated semi-trailer van units would be used on the site and parked in a designated area. Incoming waste would be stored in the refrigerated vans until processing could be resumed. The vans would be completely disinfected after i» in accordance with procedures speLified in the Equipment Sanitation Policy. 3.3.2 Reciprocal Disposal Agreements Should prolonged shutdown of the incinerator units occur, the refrigerated vans would be transported to another incinerator facility. Contract disposal arrangements and reciprocal agreements are currently in place. These agreements have been made with other crcial biomedical waste incineration companies. 3.4 ENVIRONMENTAL PRO EeriON PLAN The environmental protection plan is intended to prevent environmental degradation during normal operations cf the facility and during unusual occurrences. 3.4.1 Air Quality The facility will be operated under the provisions of the Air Pollution Emission Permit issued by the Colorado Department of Health, Air Pollution Control Division. The permit is included as Appendix B. 14 890980 WIXC0 SERVICES, INC. Engineering Design and Operation Report 3.4.2 Water Quality The incineration facility is an enclosed building which will have a concrete floor. Liquid waste from floor and equipment washing of leakage from the waste boxes will be disinfected and flushed down the drain. The Center for Dieeeee Control "Recommendations for Prevention of HIV Transmission in Health- Care Settings" state that sanitary :dowers may be used to dispose of liquid infectious waste. The drains will be located in specific work areas to minimize the amount of floor space to be used for cleanup, thereby minimizing exposure to workers. 3.4.3 Soil Soil contaminated fLk.ut leakage from trucks containing waste or from other incidents will be cleaned up according to procedures outlined in the Spill Control Policy. Records of soil contamination cleanups will be submitted to the appropriate regulatory agencies. Fuel storage tanks will not be located on the property. If soil is contaminated flow leaks flan trucks or other vehicles, disposal procedures in effect at that time will be used. 3.4.4 Sanitation All incoming containers -will be unloaded into the waste receiving area. Adequate space is available to contain the equivalent of 48 hours of collected waste materials. In the event that the containers cannot be incinerated within 48 hours of collection, the material will be stored in the refrigerated trailers. The trailers will be capable of transfer to another incineration facility, if required. The trailers will be marked with the international biohazard symbol. The operations facility and refrigerated trailers will be rodent and vermin resistant. Vermin and rodent control measures will be implemented when indicated. No waste containers will be stored outside the operations building or the refrigerated trailers. 3.4.5 Hazardous and Radiological Waste Identification The waste generator is responsible for ensuring that no hazardous waste (as defined by appropriate State and Federal agencies) enters the biomedical waste stream. This is clearly stated in contractual agreements as well as being emphasized during initial inservicing of clients on proper collection procedures. Quality control personnel will do spot checks of loads to ensure compliance with this re vireTent. In the event that hazardous materials are identified 15 890980 WIXCO SERVIrFS, INC. Engineering Design and Operation Report as being mixed with the biomedical waste, the generator and appropriate regulatory agency will be notified. The individualized bar code system will identify the source of the waste. Continued disposal of inappropriate waste will result in the termination of the collection service. Radiological waste will be screened at the generator site through the ugP of a geiger counter on each service vehicle. Any container testing positive for radiation source will not be accepted and the generator notified. 3.5 HEALTH AND SAFETY PLANS 3.5.1 Fire Prevention The applicable fire code will be followed in the design and operation of the facility. The design and operation plan will be submitted to the Platteville Fire Department. Training in the nature of biomedical waste and appropriate precautionary measures will be offered to the local fire department. 3.5.2 Emergency Response WIXCO Services' drivers will be trained in emergency response procedures. All trucks will be marked with the international biohazard symbol. The trucks will be equil.ti with a response kit which includes gloves, disposable clothing, respirator, extra packaging materials and disinfectant. In the event of a WIXCO Servicing incident, lcral emergency response personnel should follow the guidelines in the U. S. Department of Transportation Emergency Response Guidebook (WT P 5800.4) . The Identification Number for etiologic (infectious) materials is 2814. The response is found in Guide 24 as follows: POPENISAL HAZARDS Fire or Explosion. May be ignitPri if carrier liquid is flammable. Health Hazards. Contact with material may cause infection and disease. Runoff fLU1u fire control or dilution water may cane pollution. Emergency Action Keep unnecessary people away. Call GHEMIREC at 1-800-424-9300 for emergency assistance. If water pollution occurs, notify the appropriate authorities. FIRE Small Fires. Dry chemir1 , soda ash, lime or sand. Move container from fire area if you can do it without risk. 16 890980 WLXCO SERVICES, INC. Engineering Design and Operation Report SPILL OR LEAK Do not touch damaged containers or spill material. Damage to outer container may not affect primary inner container. If inner container damaged or leaking, cover with damp towel or rag and keep wet with liquid bleach (Clorox, etc.) . Spills. Dike for later disposal; do not apply water unless directed to do so. Cleanup only under supervision of an expert. First. Aid Move victim to fresh air; call emergency medical care. In r c of contact with material, immediately flush eyes with running water for at least 15 minutes. Wash skin with soap and water. Remove and isolate contaminate clothing and shoes at the site. Emergency Contacts In the event of an emergency response incident, the responders should contact: Wixco Services Emergency Response Coordinator (Name and telephone numbers will be added) Weld County Health Department (Name and telephone number will be added) Platteville Fire Department (Name and telephone number will be added) 3.5.3 Prevention of Exposure/Transnission of Disaace A. Staff Training All Wixco Services and International Process personnel involved in the collection, transportation, or incineration process will receive appropriate training in job functions, hazard recognition, proper safety equipment usage and safety procedures. An initial orientation period will be conducted for each employee followed by quarterly safety inservirnR. B. Personal Safety Equipment Each employee will be issued individual safety equipment to be worn during all phases of the collection, transport, incineration, and clean-up process of the waste. At a minimum, each employee will utilize the following protective equipment: Stn1-toed safety shoes, disposable coveralls, leather apron or chaps, leather gloves, goggles or face shield. 17 890980 WIYCO SERVICES, INC. Engineering r ign and Operation Report C. Prevention of Disease Transmission The recommendations set forth in the Centers for Dicaaca Control (C.D.C.) "universal precautions for prevention of transmission of human immunodeficiency virus, Hepatitis B virus, and other blood borne pathogens in Health-care settings" Morbidity and Mortality weekly report, June 24, 1988, Vol. 37, No. 24, will be adhered to at all times. The text of these recommendations are set forth in Appendix C. Additionally, each employee will be required to adhere to the procedures set forth in the "Personnel Safety and Hygiene Policy (Appendix D) and the Spill Control Policy (Appendix E) . 3.5.4 Medical Monitoring Program All Wixco Services and I.P.R.C personnel will be included in a medical monitoring program supervised by a Certified Occupational Health Physician. This program will include pre-employment physicals, periodic monitoring and testing as indicated by the physician, and post-employment physical and monitoring. Each employee will be offered the Hepatitis B Heptavax immunology varies at Wixco's expense. 3.6 PERSONNEL REQUIREMENTS Personnel for Wixco's operation can be classified into the following categories: -Adhninistration -Processing Operators -Service (Collection) Personnel -Marketing and Accounts Management Personnel will be selected t+ai upon educational background and work experience. Processing operators will, as a minimum, meet the training and axr,arience requirements as set forth in the Air Emissions Permit. 3.7 RECORD SEEPING Tracking of waste containers from collection to ultimate disposal will be conducted by a combination of the manifest system and bear code program. The manifest system will meet the rarinirements of DOT and The Colorado Department of Haalth Solid Waste Division. The bar code program will be utilized to identify and track each container by client, container number, and collection date. The client will be provided with a monthly summary of collection and dibjc,sa1 activities. Additional records as required by regulatory agencies, such as the Colorado State Health Department Air Pollution Control Division and Solid Waste 18 890980 WIXCC SERVICES, INC. Engineering Design and Cperation Report Division, will be maintained on a permanent basis as required by appropriate regulations. Wixco Services' records and operations facility will be open for inspection to both regulatory agencies and clients. All visiting personnel will be required to wear supplied safety equipment when appropriate. 3.8 CLDSURE PLAN 3.8.1 Notifications The facility is anticipated to have a long life expectancy due to the nature of its operation and the ability to replace/update equipment as required. In the event of a closure of the facility, all clients and appropriate regulatory agencies will be notified at least 90 days in advance of the closure date. This will permit clients to obtain alternate services and regulatory agencies to ncnitor the closure procedures. 3.8.2 Dec.^mmissicning A. Waste collection will be terminated prior to ceasation of incineration operations to permit the destruction of all collected materials. In the unlikely event that on-site incineration of all materials cannot be completed prior to ceasation of operations, any residual waste will be transported in refrigerated trailers to an approved biomedical incinerator for destruction. B. Upon cessation of operations, the facility will be thoroughly cleaned and opened for inspection by regulatory agencies. Any post-closure monitoring required by such agencies will be conducted in accordance with their spoifications. C. Environmental Impact Unlike solid waste landfills, the biomedical waste disposal facility should not produce any residual environmental impact. This determination is rased upon the nature of the waste and incineration operation, and the off-site disposal of the incinerator ash. Environmental concerns not presently recognized or anticipated will be addressed prior to closure of the facility. 19 890980 APPENDIX A AIR QUALITY PERMIT APPLICATION 890980 5908 McINTYRE STREET • GOLDEN. COLORADO 80403 PHONE (303) 279-2581 • TELEX 754211 June 13, 1988 IPRC Project 881077 Mr. Abe Vasquez Public He1th Enginesr Air Quality Control Division Colorado Decarbient of Health 3773 Cherry Creek Drive Denver, Colorado 80222 near Sir: Inter aticral Process Research Corporation (IPRC) is plead to submit this permit application to incinerate biomedical wastes at cur facility located at 5906 McIntyre Street, C-olden, Colorado (Jefferson County) . As we had indicarPn in the past, the exact make up of the waste and therefore the ash pLuucts are nct well defined because incineration contracts have yet to be signed with area hospitals. IPRC has provided, in the permit, the be t information we have to date and will this material as incineration tests and data become available. Ram' cn cur analyses of an average c=se crwiario with the e j ipment we currently envision using for this endeavor, we believe that a maxim= of 0.3 tons of particulates may be discharged from cur system during any one We also believe that this figure can be iI:proved upon. We appreciate your efforts in diarleeing cur alternatives and the viability of obtaining this penult. If you have any questions or if we can be of further assistance, ple ° do not hesitate to call. Respectfully, Gregory F. Chlumsk.7 President 890980 INTERNATIONAL PROCESS RESEARCH CORPCRATICN IR2PCDOCTICN International Process Research CoLpuraticn (trta_) is located at 5906 McIntyre Street, Golden, Colorado. A location map is provided as Figure 1. International Process Research Corporation is a Colorado Corporation hearirartPred in Jefferson County. On July 1, 1987, IFRC purchased the Process Division of the Colorado School of Mines Research Institute. This puxctasa inclnthrd all the equipment owned by CRI including a 3-foot-diameter 33-foot-long rotary kiln which has been set up and used on site for research projects since 1968. Also, the equipment package included scrubbers and baghcucz to clean the air after rlieriirge fiva the kiln. Luring the first quarter of 1988, IFRC began diCr-7seiOns to determine the requirements necessary to incinerate biomedical wastes from the metro area. The State Department of Health informed us that the material was not nor will not in t'e near future be classified as hazardous. -The Air Quality Division of the State Department of Health also informed IFRC that only an air quality permit would be necessary since the source would be minimal for the small tonnage of material we would be processing. With this knowledge in hand, IPRC then prcce°aed to contact Jefferson County to determine any possible restric- tions in the zoning or land use. At this time, IPCC has an 18-month ayir�znent with the Jeffco Zoning Commission to proceed. LEFINITION The definition of biomedical wastes inclr`APS any materials (except low-level radioactive wastes) such as pathological wastes, infectious wastes, paper, disposables such as plastic gowns, gloves, syringes, bed pads, pillow c'GPs, etc. generated by hospitals and other types of medical and dental facilities. BeBesPA cn discussions with incinerator carr ',nies in California and South Carolina, at least 75% of the biomedical material received for incineration is plastic and papr. CURRENT ItiMERATISN PLAN At the prosont, IPPC is developing the following plan for processing of the biomedical material. The biomedical waste generated and separated bowl any hazardous materials at the hospital, clinic, or laboratory will be picked up by an indP*=-dent con- tractor in a small van or truck. The material will be sled in a strong leak-proof container by the generator cr the contractor personnel. This material will be properly manifested but will not require any hazardous markings cn the exterior of the transxrt vehicle. The material thereby collected and transported will be delivered once or pcsqibly twice per day in a vehicle not exceeding 24 feet in lergth to IPRC'S facilities at 5906 Mclntrye Street in Golden, Colorado. The gross weight of the trucks will not exceed any road limit conditions now in existence. The material will be unleaded into a facility where it will be held for processing. This hold time will not normally exrPcxl 24 hours. The boxes fruit the holding area will be transported by conveyor to the incinerator. 890980 — .� - I ! -2-- - _ i 3 - t I s ii ; - i j 1 • iiii ••• �� - j • i oY nh a • • . II li / 21—Eilli—1.1. 1.;.;. W r r >- i S•- A ` t � / � ! is 4 I Y,-3 i 7r f J - I C I. .� . \ \\a I • 2t :f ' -�; ♦-p r'1 s1 - rr / 41 r, ♦ • '1I'I' - `i \• ` • f • 2:• ♦ i Err:: 11 i I i s i:-o-, ! F• ,-.71 -Ti . - f 71 Mi L .2 l si ••\,-----: t I. -. lam} !E �� ,C,,`\\ i - i>j v �\ ai i:::-; I i I -Z fa�4 y x111-` .. I- I : 1`x! II:4 '- 2: •a• • ^ -It:hl th •• ;,: It:42* ,i �-70 \� Tom' = r • I. I j J I y. % 4 �, r Id31 J 11 Psi /C I. fry. .\ =a I -• i I_ \- I!! \\ CL( , ,-y i r 'x ^+E.�_ it ' i t. • I -.:::-",..—.4:11„.„4-4" ‹ v , _,zr % c..t: < i13 ' j i I•II I ItiE rte' ' ' i :'�: r • i b _ //" • N\ yin ..�... ..a. may` / 13 lull I- •••••.� ./ ]YAllllfw_ II • .12 j . .. ........../: 2I !I 9 • 1 O ;� :. _ 89098 i; 0 < Y OF W m W W • F W G - C •N U C m C > < - N N FC O • W C - F • 4 - n 4 0 "m WP3 4 < 'A mCWC' . W = U N< - - E _ < 9 W = - . I-. N W - • C C g : 3 t W - F OPCOP - - < 0. O E N - < . C4 - 4 - = W W m 3 Y: • W - C d W F O < CUCUm -4 •- P W G • = C - W4- C U = - 3CN_ n ^ • W OF = - = 4 u E < N_ F • 0 • 4 • C - N W W = W - F O = acct . J u = U E - E C N Y - C O O N CI N C W C C = F = - 0 w = • es - - or W < E --cow = C O C P C1 C C C - = = 4C0 = c - =. N F n < - - CJ 0 •• m F... i � FCE - > C: C C C C ;J m - LN UCN U C m - W C C CI C 3 C C C C L. = 3 .^^. = v w m a J• . L1 F' C -OE - W <"r = - = ` L -I FFOM = C C F = W - C. _W < CI W C CN = - • N - U } 4 W NC+ L. -.n = n = P • n < :- u = F W F r F F O C N P W = = = • Crag - N U ' 11 N U C m = - N ' C -- I F ' GCC t . C • C C C Uf • E C L. N s G O C O < C C 3 - C - C C C F• F - < 4 C - - - < - C = • W C C - N C NEC = :. •C - F C C ' C C •' We NN +. C < L. CN 'I C W • N C a .. - = ca C C } F • F C: L N W F W CC 3n ^ CL: P CUC C C C W c - ^ N N C W m = F _ - W �' F W I- N -i 2 �• < - ICC- 9 �C F NO s r I Cc - 4 ;N C.4CZ , 4 - W _ x_ 44 W-W = CL - - G - =SCC - L ' - = C 4 C -_ C: i - W : C C ='C -W ,- r_ W F N W F ' LN C " F > FN • C ^ L C C + _ 0 C C F • C W C N - L m F = 0 _ • C - CC- C C 0 W C 4 N C EP • < M - C 4W UM 3 = W ECE •C NN FC U1 - - C '• < E C N NCI W • F - = U m4 : N < : W < - 3 C - - 4 - P E F W n •- W4W - _ -C4 < 4 = • Cju < L N U F C C W C- - ' - W - ^ C < = E U +ICC: C} N C N C C 3 E < N- = N F N C = -< - = CPC - = 4 = N 2 ^ F K F < W C 'N C 3 W W W .... :4 = LN _ N N • W C=--04W-W- < C W - 004 F F C C4 C wa C - .NC 3 F _ W • UI ^ -C W t C C P N _ Co O = - 'vlC- EC , F = = • - - - IWF '_ •' FUC : F N - E - C = WC = _ = C == ji +. - < N E C W V C = 1 C - U• r- - N - - 2 - • c N • C < CL - N P CiE6K - - - • - C • C - F N = I - -.^ �• C o C C = UI C iN KC - - C - U C= _- = N00G 40 C• C = CC } E ._ C 'Q • u1 ^ n - ^ - r . C ❑ - = C - _ 4 3 2 4 C- _ F CFw = FW — ^ ^ = 44 W _ — ^ F U < :. C F C C W C C < C = Z = — — ^— — •• r C N C •n = _ E WI— — C ^ N CE c - 43 = F W O F .1:3 •' _ P F C C 3 W• = - - C ESC C < - W ^• C C N C W : N 3 E _ _ C W N - W 4 ^ N C - " - W W • . FUC - FULIU L. N moo • U F N = 3 C- L C U E E L. G C N K N • N F W 04W m ' "^ ' ' CON C m = E E CE 0 C M - _ - m F 4 0 C - F < 2 • W F • - = W C F - 4 .1 2 - -4 C W < C ' ` - 0 CCU FL: +: - E<C :_ C, c^. ^ 'r C: F - < c C• C C _ E N C W C C7 F CE ^ W : CL. rCC N - U 4W W OC N C 030 -0U0 = 00 = W W 2 - C F W _ . 0 = C N 0 F ^ F 4 _ U = 6o=- • - = W W F0 C < C- 0W - U W O C c W -N CLJLI N C n K O < U E - F F C - N U = F C E > 1- - I-- • F C F C 4 • C N C N C - W • - N C I•I - O 80980< m C W O W W O O C W N.^0 4 u - - - 9 O J1 6 F - 23 UCCCV NU Wn •. �; W < :J - CFU / '— �_/- r` yr '<'-'•-L. - / � - -� �� O lam • /3603 ,ryryi .ttt 16421.1 t,J a a / •• 1601-5 ^ —� -' I 6,p o • C. ao 5603.80• l A.--_, $ 0. • YN 1 ,Zr7' • JSJ • — :-.' I \ � I s?JITh 8.5 Lr J6jo . \ - YN I \ I Q. `•� �_ _� ,1n \ c o Q)I r \ L(- ,sN ,_,, Th_N \ -.1 \)_1)\yce:IT i \\ NI 1`— 1 \ ' -5', l \\ ,&1 I I i J6yOCR u l l II 1 I I e \ I 1 W J / 161421. 1 I 1 p 890 J T 1 J6JJ.7 1 11 I INTERNATIONAL PROCEESS RESEARCH CORPORATION ROTARY RUN I NC INFRA` U The key L.-Li rent of the rotary kiln incinerator is a refractory-lined cylindrical shell mcuntad at a slight incline from the horizontal plane (Figure 2) . Feeding systems for the rotary kiln include a ram feed mechanism and a charging auger. The ram feed mechanism for waste charging is designed to provide menial feer4 or . a hopper and guillotine-door arrarr,Pv=zt. For &AIticral burn-back protection, a water spray fire-protection system is included in the design. The length to diameter (I/D) ratio for rotary kiln is 11:1, and rotational speeds range LLam 0.3 to 1.5 meters per minute at the kiln periphery. Speed of rotation can be varied to maintai ate solids retention ti„w in the kiln to ensure good burnout of the waste. Residence times vary from a few seconds for gases to 4 hairs for solids. Typical operating termerature for the rotary )cJn incinerator will be 1,800°F. Rotary kilns have been sucarigfully applied to various industrial operation, including pulp and paper bisulfite mills and cement plants. The technology is well suited for the incineration of a wide variety of liquids and solids and is particularly amenable to the dest�riction of wastes that are difficult to thermally degrade since temperatures in excess of 1,400°C (2,550°F) can be achieved. In addition, rotary kilns can aerate the direct charging of bulk containers without preparation. At this time, the operation of rotary kilns is not (rnmcn for the incineration of biczt ical waste. The exact nature of ash is currently not known. • 890980 U- W U y 0 o >2m O oo W O 0 O 0 W N CO D 0 J m S CO W 2 ,o. J Q2 u—t.. I— z CC 3 W a W 1 CI Y n Zr O O� OO H OO Ow V > I A > 3 J W z 0 J O > A • S 2 F COCo W < <Z LLI_ * \ Z LL,all = 0 N 0 2 OO tit 1- 3 - e 0 Z 0 n J 03 CO 0 O < W e O O CC O 0. m z J Y A < If W - L W {Wy n 0 �L CC O < V' > z O O Y O 2 r 890980 INTERNATIONAL PROCESS RESEARCH CORPORATION DUST FEED C;T C ItATICNS TO 1h'E SCRUBBER SrCASE POTENTIAL GENERATICN: FLL'NLS PEA HCZR OF 2 t.td) 750 PERCENT ASH 8.00% RCN PER HOUR OF ASH 60.00 GRAINS PER'ztuR TO SCRUBBER 420000.1 SCF/HCUR (3000 SaM*60 MIN) 180000 GRAINS aR HOUR SCF tt.u) TO THE SCRUBBER 2.333334 SCRUBBER tttLrTFNCY PROJECTIONS (ASSUMING ALL ASH IS TRANSICTTED 10 THE SCRUBBER) SC UBBER tr t 1CIE"ICY 90.00% PCCNES PER HCUR trtl) TO THE BACCUSE 6.00 GRAINS ±LR HCCR btru 10 THE BAGS SE 42000.01 SCF/HCCR (3000 SCFM*60 MIN) 180000 GRAINS PER HOUR SCF khhii TO THE BAGiCUSE 0.233333 BAGICUSE trt1rTFNCY DATA (ASSL2+IING ALL ASH IS TRAMMITTED TO THE SCRUBBER) RUNES PER HOUR flies TO THE BAG MUSE 6.00 GRAINS PER HCUR ttr.0 TO ThE BAGiCCSE 42000.01 BAIT CSE htt1CIENCY 90.00% GRAINS PER HCUR FROM BA=SE 4200.001 SCF/HOUR (3000 SAM*60 MIN) 180000 GRAINS/ HCLR SCF DISCTrSR E FROM Th7 BAGKCSE 0.023333 TONS aR YE?R OF Disci= 1.2 890980 IN NATIONAL PROCESS RESEARCH CORPO. .ION LUST F n. CALCJIA' CNS TO THE SCRUBBER AVERAGE CASE (ASSalING THAT 25 % OF TEE ASH IS TRANSMITTED TO THE SCRUBBER) FOI'ENPIAL C NERATICN: RUNES PER FOUR OF }F≥]J 750 PERCII1I' ASH 8.00% FC CNES all= OF ASH 60.00 GRAINS rtk ECUR TO SC'�JBBER 105000.0 SCE/HOUR (3000 SCFM*60 MIN) 180000 PXNLS PER ECCJR OF ASH TO THE SCRUBBER 15 GRAINS PER HOUR SCF rtuJ TO THE SCRUBBER 0.583333 SCRUBBER t.r r iC I NCY PROJ'ECTICNS SC3rBEER hiCIENCY 90.00% fl'NES PER HOUR rt.UJ FROM THE SCRUBBER 1.50 GRA.LNS PER ECtR rrru FRCM THE SCRUBBER 10500.00 SOP/FCCR (3000 SCFM*60 MIN) 180000 GRAINS PER HCUR SCF FEED FROM THE SCRUBBER 0.058333 BACr.CUSE t.r r .CI&NCY DATA RIMS PER HUM r't t.11 TO THE BACFfJSE 1.50 GAINS PER HCiR P F F 1) TO THE HAM.= 10500.00 BAaCUSE ktirTFNCY 90.00% C-RP?*S P FOUR FROM BAG-CCSE 1050.000 SC /HCIR (3000 SCFM*60 MIN) 180000 GRAINS/ HCCR SCF DISCI FROM THE BAC.WSE 0.005833 TONS PER YEAR OF DISCHARGE 0.3 890980 IN NATIONAL PROCEESS RESEARCH CORPOI ION LUST ttru CALGUTATICNS TO THE SCRUBBER CASE 2 (ASSUMING THAT 15 % OF THE ASH IS TRAN&MTITED TO THE SCRUBBER) POTENTIAL G PATICN: POUNDS PER HOUR OF rrrD 750 PER:En ASH 8.00% POUNDS PER HOUR OF ASH 60.00 GRAINSYr.R HOUR TO SCRUBBER 63000.01 SC/HOUR (3000 SCFM*60 MIN) 180000 POUNDS Yr.R HOUR OF ASH TO THE SCMJBBER 9 GRAINS PER HOUR SCF r.10 TO THE SCRUBBER 0.350000 SCRUBBER h.trICIENCY P JECTIONS SCRUBBER hrrlc mNCY 90.00% FOUNDS PER HOUR br.r1) FROM THE SCRUBBER 0.90 GRADES PER HOUR Pr.>:s FROM THE SCRUBBER 6300.001 SCF/HCUR (3000 SCFM*60 MIN) 180000 GRAINS PER HOUR SCF rEru FROM THE SCRUBBER 0.035000 BA.CMU;SE I_:r r 1CIENCY DATA FOUNDS rr.R HCCR brr.0 TO THE EA KUSE 0.90 GRAINS PER HCUR b F F 1 1 TO THE BA�JSE 6300.001 BAC GCSE t r 1CIENCY 90.00% CRAILS PER FOUR FROM BAGIC'UCE 630.0001 SCz'/FC R (3000 SOPN*60 ML^I) 180000 GRAINS/ IitRt SCF DISCS-MR FROM THE E BAG-ICUSE 0.003500 TONS PER YEAR OF DISCE*ARGE 0.18 890980 AIR PCLL•:':•N C=7C: - :::...:RAcc 0E?A.RTME:Tr C.z HE:.:. 1 4:._0 C. 11th At= , __..:R:.:A 3C:20 TEL-'?4CNE: 8-411- _ INSTRUCTIONS: APPLIC:.:r MOST SUBMIT CVPL:CAT_ COPIES. SU??Lzt_: rAL iNFCRiATION A?CJ USE c:.: FJR PERMIT C. I.TCINERATCR PERMIT PERMIT CATE PRt7ICcs PRRMIT NO. GENERAL • e 1. Make of Incinerator 2. Model Number 3. Class Rotary Kiln-See attached N/A Rotary Kiln 4. I.•stallation 5. Charging Meted '6. Description of Source of CI Indoors co Outdoors g Side (= manual Waste El Top = Automatic see attached 7. Spark Arrester 8. P-.....- excess Air 9. Percent Air Applied Overfize ©i Yes ::O 0 0 PERCENT 57-01- PERC_N " 10. type Waste Biomedical 11. Waste Rated Capacity 12. Waste Heat Value I See Attached 1 1 7 1 51 0 Las/HR 1 715 010 BTU/LB 13. Type Draft 14. Craft Rate 15. Type Damper Natural co InducedD Forced 3000 ' cm at 250 O? D aarcmetzic Mechanical 16. Damper Diameter 17. Stack Heicht Above Grade 18. Stack Cross-Sectional Area i I 1 11 2 INCHES 11 2�1 5 F'e'" D. 17 1 8 1 51 SQ.F2. 19. Disposition of Waste See attached PRIMARY Cc."9LS:ICN CtAta9E2 . 20. Volume - 21. r"a^-'ve Grate Area 22. Hearth Area I I 21 3 1 3CU.Fr. _ I I I N I A s4.F2. I I 13 I 5( SQ.FT. 23. Total Heat Release BTU/MR/ 24. Number of Burners _ 25. Burner Capacity ;. 2 144 li 5I ° 11 Fuel Type: •• 111 7 1 61 0 10 '0 1 0 LTu/HR SECONDARY CCMSCSIICN CHA.MBEZ • 25. Volume 27. Flame Port Area 28. Cross-Sectional Area I I 1 AI CO.FT. 1 I N IA SQ.F7. _ 1 I 1 N IA 54.t"'. 29. Horizontal Distance Traveled '30. Ntnoer of Bu^..ers 31. Burner Capacity 1 1 N I A FEET N I A Fuel Type: I I I I 1 IN I A BTU/HR CNTRCL Y._?y=S . • 32. Mace and Model "L"'" ^--., 33. Flow Race 34. Ca_acity nod III,Mikro-Pulsaire Bashouse I I 1 1I 5 GAL/MIN 1 I I 3101 0 0 SCTM 35. Pressure Crcc 36. Pressure at Nozzles 37. Efficiency 1 1 111 0 "H20 11 1 w 1 ° PSI 9 9 .5 PAC=Tr EMISSICN TEST DATA 38. Test Method 39. Data ( grains per standard cubic foot of dry flue gas Not completed corrected to 12% CO2 ) Not completed • A:.Ac1w=D--5 40. Attach assembly drawings, building layouts, draft control dimensions, manufacturer's brochures, and descriptions of fans and motors showing clearly the equipment size, location, and design features. ������ Attach emission test data calculations with date and location. APC-30(4-73-5) vJ N I C �: _ _ _i I' I - II rt ( - I i c I' W 2 - - 4'1 !L.! PI . - _ 2. CDC in _ _ CI 1I I-' _ r 'e _ aIi i- ' c aC I _ i-�_I I ! - � - _ - CJ 1 - YV liftJ I I -I Imo . a__ __t ' c - 1 _ - I_�3 _ -_en i i I c:.4 �' iY t • I I - - O 1 .r+ v C II L I - I - r r- C I@I . C _ c :iN -I a _' —I IC .14i al X ` I 1.1 / ` _ = a !I C ;I. it I C. .I' __ 'C I. in a •• If 'a r. t�+l - -�: ii .•II `cc C '+' I .. u.- • - - .:U _ aI it -.7t'C C I. c 4: =11Ln :::: ? .I .C _'_� 1 ! _ C C 2. C: C -c_ I _' - _ia ra 9:C C I r.e +". E ! _ a _I_ M . t'-'I •I = _ 1-4 c c -j=n =I_C -j CO I ; m on Tv - ' C C ::ICJ 'I]N _i I I ?IC C '��� L C - . sr C .:C C •I C C emu, e = CC I I I -=:C C C _' I :'; U E C ai 1!1 -1 .I 7 I- -N N b 1 I M1 Y :N u C JO ,nI . C = rJ I • - `�+ Cl CO ,:N I _ C _ cc CJ C < ?t^I _ 1.4 c - III- I --- r-. J C .� _'. I - ' c• N- y .I - _ - • I- (n I` I I I !c-) C.C CC Ico = H I' -f II I J TL• • H _II.I CI t _Iiiiii 44L C1 z II_ - _I J SCJrf . 1 5 ' C "r" IwiICI .` `. - .jv t-I < �r .- z-N -I gmo l< • JIB - >� -'a - a' _ z' . - 'II e c' c n c z a .r - .. — i '<ri u N -, < _ fm-;r.., — — .n S� S 8 _ _ - -i_ 25 e. La , <!N nl ,a. Z y l _y __I J= 1 _ I I N Q 890980 INSTRUL.TIONS FOR AIR POLLUTANT EMISSIONS NOTICE FOR NE's STATIONARY SOURCES Lac,' AP!N sheep alai: contain sacs pertaining Co • aLn;le stack or 70 facilities anal .la Sn parole decistant,vane. :Bit ip It .atom Can or ?meaning / J minion invee' pa and scan require one APLY :nut far teen unit its r tad,first. through the teas modelling work, a heap: a in Ben of :c. ;Lam !.you[ oil St" I e pacer. •teed far Luc. ,na21.f Crane exact to t_ e, hf l per! no your dimension., entries. Tara ,ketch ding not abe t fu vas to a ,abut Car mix an be soewnes far La See-:ens C and ssac:lseal, yon at :n• u_ fan, but aulcip L• aeaeusave Y t:etc al t if pertinente me:uree ter anna tacks, poeltioc f.tine tarosgscant yy ham n • St:ate and pat t:L:rev Sco[plant a! scnntures wed Can a Cairo ottu to :yob confusion In Section bur a•a pee::bv of Lte Milers require apsata APVI, Ja l.utans nit and a Oa:f.r.ae aura rel•tb+e to plant lewd bwwsrtat, mubla urtaln f but a comae Coe unit end • pnoueae char operate together :a WIC • caaatwCaq of mason suck can be covered with one pollutants :aroma m :ha ?Sr Vote,Cu.Mail Address, only . firm a la will be say '�N• w< way leanly on e first A?LY: only :ht ?Lin Saw la minded on any subsequent fares. Saar La mind that • '9e" response to :he toilet: call Whera mere that on• caebnsCoe or procua unit east through • tam- quoecion will result la sail quartet for clarification or addlttensl La- ma stack, mist the commits or aver: •f:-sent parameters le Section forme:an anone La not within our toll-free apneas and on she fire[ AP!:I farm use CM blank soda La Section S to scams - your i n (Denver?Ila Mtn, 'Yet pane of (howtaevL sharing Colorado Springs, Tort Ca L'im, Land Su¢ccian, Cronin) and ?Imo la). comma ,tack", CempLess S•e8an C and/or Sactian 0 and lac:loo 2 as applicable for the first unit. In the upper If a black ai:• is inadequate for typing required infoneetoo• ed. risb[ Cana: for Page No. eater "IA" to 4eaota Stack 01, Unit A. Then the Re-era space balm Stctsaa C or an additional 511" I I " mea t. on the nest AP!N fan eater Lb for ?au No.. copy the am tuck data as prsv:muely enured, end .Mlraca ':d paint of Maria; mama •tack", :ho A?r.1 is necaesartly camotm to supply data for technical :ands follow wt:h epplleable Seetiam C 4/0 0 L ! data. tea so an far the rue in adds:Ian to than of aaravin; perm: application,. Should these 01 ..e point. sharing than stack. Tar additional sucks and units. we 1n•tructiaw prove Lnadequata la your application, contact us far help: CA.1S. ...,JA,3S. .. . for ?age No. entries until all ealato paths, ea pas, !hone one (003) 23 .4S _r wrt C..wSAO AflO 0R T 0? 0.A!..71, Air lallutian within CMpleat •r.•eccaaeud far. Cantml Division, 1:10 I. 11th Ave.. Deaver, CO 50220. A. CNL.LAL I.Y70A?A CN • O. 7RCC55 I.Y7CReATTCN no. of taolovve!: Self•ex;Lanscary. Dear:tattoo t. .races.:no ':rot:: Identify :he equla ent coactihurlh; to :he amnions Inn Lela scant or vent; Su :d line for description Land Arta: ?lane pr,ptrty to marmot 0.1 acre. if named (Only ONE proceeein; snit per APLY fora). NorraI Osrse:an of rant: Overall plus eeheduia hare, eignsft- Raw Cstartal•. SoLvento. mt.: Lin all aaurials used during a sanely al lath[ saaaaui• of palluunt sittar, in space pravidd. proca•e no. Suaowl araurtnuc: Overall plant throughput of fuel and mtartals Annual Consumact:n: List amounts of each necartal La SC: ucita l auras; the inn:cacao 3-math au•ana to eta nearest I1 at annual 1CC. known, a: any aces 'partly unies. S 1 setariala La a ;rooms -2 reporting actual data far • given calendar rear (Cr), include the my require use of tC_sd1t5 specs. given C'f'a 2asuary, 7eanery, and Oec.aber data La the Oct-?eb entry Co represent a start assails On,ion Rate: Ras material capacity. I. S:ACE OR VV-VT LY7CS2ATTON (See diacw•iov above ragardLng points 7t:tsnad 7T:duo:s: What and how such. with raisin ruck, aultlpla suers, etc.) I. CfT.RCL 11.1111??1$7. Ne5,ht: Vertical distance in Last from ground level to •miseian outlet level. Tyre of Control Tauta:act: List all air pollution :antral equipasat u,ea tar :ma emaauana carman this particular stack or vent, ¢;aiding Tian-star: Inside diascer of round sit (mars: 0.1 ft), or is the to the pollutant I: controls (on, davits nay be L.'stad s:oa than ante). case at a meet:eular at[ wash are. A St-, 'sitar 5 u::ALLIT dimmest If GO or :ere wa[rols are met, the 7?5: encountered ay the es-.ausc ._t. 04 • 1.1:Sol. 1, listed as ?Srat1Y, then •ubeeauen[ davica. are SZC:NCARY (cnaugp peraape of nearer effac:). Cal: LL's ins "sorts talc." An axcaoti:a _amoerte_re: Enflame scau emit [•:meraeure under normal operating to the "nrtet dal." acrd:, whoa • der::• tascal:ad far the mein r„-ton• condl:lane, co hearer: 507. of removing a terrain pa l:ueene also etmvu another lneidooe4ly. Sue • device to Lucid is friarf or eecaniary (aertae role) far the iaeeee, Flm Rare: Actual cubic fast per smuts at normal operating tapers- pollutant, and as • SZCNOA1Y davit• far the pollutant I: iecadanul:y Cure and p , to nearest 1 f 3/pia- naves (even if that pollutant has no primary device). Veloct:'.• to tha nearest I ft:eta• cheat:ad by dividing flow Race Overall Cattec:t n •aaaa_enure: :ha mmtmd alai-Laney of all. control by arm of mit. aevteaa La :•coven; -•a par-.-alar pollutaht Chia lint refers to, to th. enrest M itr�uce: ?sr cent by v.lght of esbaw[ gases, to nearest It. Cost of ^_:ncnl !tut:_: !neat dollar cost at i;i:lal :n,cal Laelaa C. T- IPTC8ii4TICN an, amuaL :au1 aura:ln; Cost. 7`s lac:at included worti:act:a of am Farrar. to al:w an waluaciaa of tae mn,ra consume:on of cont:_: 'Desert::ton of C-•mouse:oa 'In identIfy the •pee_..: device that device.. tad::eti far Annual Za•rq Cud your best •mtmate :a :sras of buns cot ; e Ll amas:as: Stain Co neratar 01, Crada Rte esr : Ma. ial:aw ns :maqt dim.: fal, or ocher ergy units (the dollar : a Li ao:eery Lila, melting 7unaca• leer Pulp )rrer, Asphalt 3ec:h Rotary lac iucea La annual rTotal )oerart:; CO•h;. ALbcate coat, to davits an 'er, Crain Pryer v/R :¢scvcla. Addit: ai :late urarer this heeding ire Lot-T._ :he __.a-. anu :.-.s :antral davit's vet, Luullad :a recuca. my be used for due^p son, dace only :NE caoou•:Lan unit my be SC: those i:Gdeacally :ammo. properly inventor... on en A2!1 fora. ne•I-n Pate: Capacity of caabua clan unit to mare.[ 106 STJ/taut. rtnd of ueL: C.a., Coal, Natural Ca., 56 Residual 011 /B , Woodask, NOTE: THIS FORM IS TO BE USED FOR NEW e cc. Up to [nom fuels may ha listed far the conauatlon unit, with SOURCES ONLY. USE FORM 200R FOR the !allowing data on each liar LLm per:asasag to that ?al. REVISIONS. Annual Consumption: re mount of fusel used La appropriate unite: Nearest ton far solid fuel, 103 Ial:ane far Ltruid, and 106 •candard cube fast for mamma. ••ciao value: to the ne.r.ac 106 In3:7 per ton, 103 gal, or 106 5a. Sulfur and Ash Content: To nearest 0.:11 far sulfur, 0.111 for an. !eesond Dial Seasonal share of annual 10C, to naarue Space etj, 3e share (if any) of mutual us• of this fuel La this • comueciao unit ertributd to spa. heating maim. 890980 APC-200A (Ran. 1/84)) A : n , J.-Ji .;N ;--i..7‘:1 ; - ..7‘:1 ; - OR PE.R1VT t .COIR ; G:.TjON its application must be filee. Jut completely except for #14 415; otnerwise , application ' 11 be considered incomplete - SEE INSTRUCTIONS ON REVERSE SIDE. Mail completed application, 'ENs , and filing fee to: Stationary Sources Program, Air Pollution Control Division, ,lorado Department of Health. 4210 East 11th Avenue. Denver, Colorado 80220. (303/ 331-85761 PERMIT TO BE ISSUED TO: International Process Research Corporation 2 MAILING ADDRESS: 5906 McIntyre Street • Golden State: Colorado ZIP CODE: 80403 AGENT FOR SERVICE (See No. 3 on reverse) ; International Process Research Corporation . GENERAL NATURE OF BUSINESS: 4b. SIC Code: Research and Development in mining and process industries 8911 . AIR POLLUTION SOURCE DESCRIPTION: CHECK IF EQUIP. IS P0RTABLEEI 5b. Days per year 3'ID x 33' long rotary kiln with scrubbers and baghouse source will operate? 210 7 . SOURCE LOCATION ADDRESS: Check if map included: V 6b. UTh Coordinates 5906 McIntyre St. , Golden, Colorado 80403 JeffersonJefferson (in km) : V ESTIMATED COSTS: Air Pollution Control Procedures or Equipment: . Source, Process Equipment or Project: 7b. Capital Cost: $ 5 ,000 Annualized :$5000 Cap. 12,000 c. Operatin Cost $ 75 ,600 /yr.� Cost: $ is nrn Annualized: $ 7 9 . STATUS Q New Air Pollution Source © Existing Source Change (Control equipment added , process change , etc.) : ❑ Other: Projected .Oates for Construction to: Projected Source Startup Date: 8b. Benin: 6/15/88 8c. End: 7/1/88 Sd 8/ 1/88 Enclose check to cover APEN FILING FEES. One APEN should be filed for each emission point: 1 APENs @ $40.00 per APEN = $ 40.00 . SIGNATURE OF LEGALLY AUTHORIZED PERSON (NOT vendor Ila. DATE SIGNED: 11b. TELEPHONE NO. : or equipment manufacturer) : 6/10/88 (303 ) 279-2581 . Type or print name and official title of person signing item 10. Acencv Use Only G. F. Chlumsky, President DATE RECEIVED . Check appropriate box if you want: a. ❑ Copy of preliminary analysis conducted by Division b. ❑ To review a draft of the permit prior to issuance? NOTE: Checking either item could result in increased fees 15. PERMIT NUMBER or processing time. See Reverse. CO: SSP: (Rev. 11/87 - 1214f) :4 200C 990990 Z i mi_ m L o Q do c o • o a o o . ` O .9 A T _ :N....n r1 I 1 I I 4 CI N p I I tl .111 J w▪ tii o 1....• I I f e • ^ ,: 4 I I 1 a -I, Y o 1 ` p 03 4 .$ t' O 11 y *Is o aou I I '•.. it ` F tl o .g I a I O ' 1 _c 31; h Oa u. U 1 S t-H— O i3, I c e '�s o Z, `Y CI Q •L s yW i O O I °41 4 "3 O V a Y __W G4.• . L I i1 I ; . e 1 Li a l d I- 1 C t.. t. to u.-1 \ Q I C I m L Q co y I C VII; 1U. h j w F C� �r I 1°.or I O• N > r4 E----I— o_ I m V a I ° I • N v a I _ E I e I 1 I • I e WI'_C Y I I al ....I Id 1 o L 10 01 t Z —IN 1 rl wlssG` d O O. . ^I O G _ N • 4 I ; •,•51 0 o a o° o 0 N I I a EI:.1 O �) N O N` it- • 1 a El t* 4.1 II 3 O a I 1 .� I.•.I .. 6 0 • • I I °I6 d .01 0 ..C... 0 : .a` h I a CI" r C p /_ • Ce > a O F--- I C :1 c I ° M G7 n I =1^ °'s S. s e s F I I ��_ ` ` y.! 11-.0 r_ . 1 81 w d 3 4 ill.I r NI n S uN 1 . I I gO Y •• 1 ^- I YF L.1- • I y� f I V � • �o I I al � o I I ^ I I C Y ° 1 I I i .± a ° .,L — I 1 u- o I I Q) • I I a- c - :1 I o a 1 = a--- I °, a I I — ... • C I I L iY • s` ° I I �� V �-4.6� �w o o- E 1 I I oc-vc p [ ti I I W� dV • d a� 0 0 • I d g x z a m�041 J I I I 1 I 1 ---4 .. - �—° sM1 \ • I �- c I 14 Ear r;i"_ -: • `- 890980 • --ill in the bLa a and attach the r_s: as spe _ General Descri?tioc - Make: Ducon-Type UW-4 Model III - 2. Process Description: • Attach a —izt__ description of each r-tcess to be ca-- =" out 4t each of the basi ect . men=. ?articular attention =us : be =urea to emtli_iag all stages is the process where the discharge of any air coat-., at.ts to take place. Draw a `low diagra and rifer to it in the description - Desig= ==or-_atioc: A. 'lie of scrubber (check applicable) : - - Plate - _ Mechanically aided - - Mobile bed — Fibrtus packing Missa,re packing - - t�ri=__ant end • entrainment - - Cos atomized spray J Pre-for-tad spray - - Beif a ,/ Can _ _ - c_ - g B.. Pollut=.t(s) to be re--towed fro= inlet gas stra_. C. Complete ILL applicable portions of the following table: 3840 _ 3000 bas ---w rate ac=t: Outlet gas flow rate aczn 2.333 0.2333 .C_ poL utant cot:. pollutantC 4r/Csct Cutlet cIIc. 2r/cscr t -as Ce^ 1000 0_ _ 250 o- gas Outlet gas t___. x-370 micro scosity of inlet gas noise Type o scrubbing solution u'" -_,-, 15 Ca(OH) hoer solution flow rate gpm 2 .. . of scrubbing sol” 4^r. 20000 -2/1 Te•_.. of scrubbia2 solution (Cu:) 100 0: of sc-_bb'_a; soy••'` 60 c ( n) Denzil-7 of scrubbing sc1,.-_-_ (==) sure drop across scrubber 8 in.F.-0 65.5 lbs ./f 3 unknown 2 none iss trat_:er rate _, b s/:t nun '`e ant siza o: pacCcz_ unknown er Cf =ass transfer =tits __ de heizht of scrubber vessel 8.3 _t P=oke= coe==' -' ant( ) none _u_c^ de;t . none 'y_ unknown -3 Scan _: _._oer . en: operatics a: float point 60i. =aside area of scrubber vessel 3.1416 f`2 (or th=roat of vertu scrubber) .52 ' ` :quid/gas ratio 5 gal/1O3ft3 P-" ”-an: contact cite scrubber in sec > 1-2 90 cut size u Es:iracad overall retcval e=== -: ancy 7, 1. td;—a=_ dia=etar of ;articles collected with 507. e' ncy 890980 -C-57A (Rev. 8/79) • (Over) D. Particle Size Information (if applicable) : a. Complete the table below for the size distribution of the particulate entering the scrubber, leaving the scrubber, the collection efficiency at each particle size, and the geometric standard deviation of the size distribution. Dust Particle Size A_.alvsis - wt. 7. ( Collection • Size u Efficiency Inlet Outlet (7) • 0 - 1 I 1 - 5 I I 5 - 10 I I 10 - 15 15 - 20 20 - 30 II 30 - 50 I I 50 I II Geometric standard deviation (inlet) not yet available b. Mass mean aerodynamic particle diameter 10 (estimate) u c. Density of the particles 42 (estimate) lbs./ft3 • E. Attach manufacturer's literature and/or detailed specifications of the . proposed device(s) . Include any available source test data for this par- ticular unit. F. Submit design calculations which demcrstrate control efficiency and outlet emission rate. Specify conditions (i.e. temperature, pressure) at which the data is presented. C. Attach by sketch or flow diagram all ecu =cent aucil'ary to the scrubber(s) shcc'iag feed rates , make-up rates , sizes of holding tanks , etc. Include temperatures of the scrubbing solution(s) at all points where solubility and/or reaction rates need to be determined along with their respective equilibrium constants . Description of Gas Mover: A. Make, model, size, speed, capacity (attach) . B. Static pressures or, each (attach) . C: Motor description (attach) 25 hp. 890980 C-57A (Rev. 8/78) -2- INIcdNATICNAL PRCCESS RESEARCH CORPORATION EUST tr�.0 l CALaJIAfcNg TO Th'E SCRUBBER CASE 2 (ASSUMING TEAT 15 % OF TIM ASH IS TRANSIET!'ED TO TF.E SCRUBBER) POTENTIAL GENERATION: RUNES PER FCL'R OF Ettu 750 PERCENT ASH 8.00% POUNDS PER FOUR OF ASH 60.00 GRAINS PER ECAJR TO SCRUBBER 63000.01 • SCF/ECUR (3000 SCFM*6O 101) 180000 FC.UNES PER FOUR OF ASH TO TIM SCRUBBER 9 GRAINS PER ECUR SCF 1'E. u TO Th'E SCRUBBER 0.350000 SCRUBBER F In- NCY PROJECTICNS SCRL'BEER t.Et1C'TFNCY 90.00% FCUNES rt.d ECUR 1't t.1) FFCM THE SC'II3PEER 0.90 GRAINS PER FCCR r EU FR QM THE SCRUBBER 6300.001 SCF/FECtJR (3000 SCGM*60 MIN) 180000 GRAINS PER FOUR SCF bt_D FPCM fl SCRUBBER 0.035000 BACs:C.LSE t_.:L TFNCY DATA FOUNDS PER LOUR tt.W TO Till BACtiCUSE 0.90 GRAINS PER FCUR tr.w TO THE BAG-KUSE 6300.001 EAaUSE Er:sCTFNCY 90.00% GRAILS 1—ER FOUR FFCM EAGiCUSE 630.0001 SCF/ECUR (3000 SCPM*60 MZN) 180000 CRAMS/ ICCR SCF DIS=C FPCM ThZ BAC-ICUSE 0.003500 TONS FE..rt YEAR OF DISCV,R--.t 0.18 *890980 IN NATIONAL. PFCCZ33 RESEARCH CORPC. MGM LUST t 4 CALGUTATICNs 'It UrEE SCRUBBER AVERAGE CASE (ASSLIIING THAT 25 % OF ThT ASH IS TRAN TTED TO um SCRUBBER) PCTENPLAL Gr ATICN: RUNES PER FOUR OF F** 750 PEaMNT ASH 8.00% RUNES PER FOUR OF ASH 60.00 GRAINS PER FIR TO SCF�IIBEER 105000.0 SCF/FCUR (3000 SaM*60 MEN) 180000 RUNES PER HCUR OF ASH TO THE SCRUBBER 15 GAS PER HCCR SC`' Ftz.0 TO TIE SCRUBBER 0.583333 SCRUBBER E.'rt(TFNCY PROJECTICNS SCRUBBER k r SCIE.*TCY 90.00% PC UNES PER HOUR r'r u FROM triE SCRUBBER 1.50 GRAINS PER HCUR tt:.0 FROM TEE SCRUBBER 10500.00 SC/HCUR (3000 SC M*60 MIN) 180000 GRADTS PER HOUR SCE' Ftr_u FROM TET SCRUBBER 0.058333 BAG:CUSE Ex t S TFVCY DATA RUNES PER ECLR K..:.0 TO THE B.A=USE 1.50 GRAS S PER HOUR tt.tti TO THE BAG GCSE 10500.00 BAGHCCSE trtir77NCY 90.00% GT`TS PER HOUR aM EASICUSE 1050.000 SCF/HG2R (3000 SCAM*60 MIN) 180000 GRAINS/ HCUR SCF DISC-A P CM TS-E EP.G-CASE 0.005833 • TCNS PER YEAR OF DISO,PCE 0.3 • 830980 Ni ;1ATICNAL PRCC'c3S RESEARCH CCRPC ..PION LUST tr.0 CALCULATIONS TO THE SCRUBBER kORST CASE FriTflITIAL GENERATION: RUNES Yt�t FOUR OF F F° 750 PERCENT ASH 8.00% FCL'NES PER HOUR OF ASH 60.00 GRAINS PER HOUR TO SCRUBBER 420000.1 S. / 3N R (3000 SC M*60 KIN) 180000 CRAMS PER Ft.R SOF n.w TO THE SCRUBBER 2.333334 SCRUBBER ttt1CIE`ICY PR.OTECTICNS (ASS.2C-G ALL ASH IS TRAN., ITED TO THE SCRUBBER) SC-eEc'R E tirTFNCY 90.00% RUNES PER HOUR r r: i, TO THE P?G.37.JSE 6.00 GRAINS PER FOUR 1`) 'IC fl E?l:C1JSE 42000.01 SOF/HOUR (3000 SCAN*60 MI ) 180000 GRAINS PER FOUR SCF FEED TO THE EAC-CUSE 0.233333 PAG CUSE F_t t 1CIt"NCY DATA (ASSLfl ALL ASH IS TRANSMI TED TO THE SCRUBBER) FOUNDS PER HOUR It:.0 TO fl E? OUSE 6.00 - U S PER HOUR 1th) TO T'IS BAG OUSE 42000.01 B?.C€OUSE F:.:t ICT NCY 90.00% CRAMS PER HOUR FROM BAC-KUSE 4200.001 SCF/FCLR (3000 SCFM*60 MLV) 180000 GRAINS/ HOUR SC DISC fl FROM Tim BAG OUSE 0.023333 TCNS PER YEAR OF DISCF�StGF. 1.2 890980 •- i:i U C O N Et-L'_= .r. '. _'.'SE?. W-7572 C DUST CONTROL EQUIPMENT DYNAMIC GAS SCRUBBER TYPE UW-4, MODEL III • 99=% efficiency in 1 to 2 micron range. • Self cleaning fart. • No small openings to clog. The UW-4 scrubber is a three- _ -_5_: stage, non-plugging collection sys- �- - - tern ideally suited for product re- ", covery and dust collection. s +r:4Hundreds of UW-4 scrubbers are `-\ r in operation in the mining,fertilizer, chemical, steel, stone, paper and r related industries. Its high collec- tion efficiency of up to 99.5% in - V \ `� - the 'I to 2 micron range is achieved v I-through "dynamic" action. "Dy- t l namic" scrubbing involves the use —_ r of a wet fan to mix gas, dust and -j1,,-...- �` ti:::::i - -=eater to the extreme turbulenc• • I` n \ - which forces dust particles into y -` the scrubbing liquid. .; - - - i Advantages _ The Ducon Dynamic UW-4 scrub- I ber offers continuous performance at maximum collection efficiencies combined with maintenance-free operation. Since the fan is built _ x i right into the unit, no additional — _ .� fan is required to act as prime _t mover to overcome resistance cut- sice the scrubber. By having the .--4E.---..Pc- ,74,..L-2 ..,--.- fan thoroughly wet at all times, the normal problems of conden- F sation and buildup or abrasion are greatly reduced. There are no wet-to-dry areas in the system and no small openings to plug. Minimum make-up water is re- quired, since the scrubbing liquid can be recirculated. Instantaneous start-up and shut-down are pos- sible because no specific water level must be maintained. In addi- ( tion, the constant speed of the dynamic fan assures top perform- ance even when gas flows are as ®980 low as 60-70% of design capacity. 8� DESIGNED FOR HIGH E:FIC:L ,Y, LOW MAINTENANCE r The unit has proven itself the best Fan Impeller Unique Vane Design choice for all kiln dryer applica- tions, pelletizing and sintering • The wide open design cf the co- plants and control of all types of '3'?1 77-'- .:.:-.,7:_. ridge! impingement e . vane assures trc.:c -�- Its e. non-piucnd opera- material handling such as con- _:: -' •z?, . veyor transfer points,screens, bins, 'ac Its efficiency and cecenc- crushers and mills. It's also used inappo crec y has been proven in bun- calcining, cooling, fluid bed prat- —. crec :e flushing difficult applications.i esses, classifying and ventilation. • Complete flushing of the vane in - the U:'%-= is another important factor The increasing popularity of Du- - up ir, ut .e n!i probe . build- The increasing UW-4 scrubber can up and plugging problems. be attributed as much to its main- —_ tenance-free operation as to its -� highly efficient performance. On ' lime kiln and similar difficult appli- Cne of several wneei designs. cations, this unit is extensively 1\1 used since it requires less atten- The we, dynamic fan cor far tion than other scrubber designs. the function of prime mover far .µ _ _ - and dynamic acg'cmeration of the e any _ mv fine particulates. It not only allows for maximum efficiency, but it Two-Stage Pre Cleaner eliminates the problems assoc `� - — ated with non-integral fans. Orci - _ nariiy, when a fan is located ons .�► - - p.i��a the high-temperature inlet side of .�, _ s n+ - the scrubber, it is subject to con- slcerable abrasion. Fans cn the scrubber discharge side. on the other hand, are subject to conden- sation-buildup on the blades with resulting fan-imbalance and even corrosion. The UV^/--'s far,, how- .: ever, never comes in contact with- the mass or cry. abrasive dust. and is kept constantly wet tc P rc- - tect against buiic-up. The pre-cleaner section of the dy- namic UW-4 provides many imme- diate advantages for the system. Ey eliminating up to GC% of the dust load before the fan section, it allows for higher operating effi- ciencies in the two remaining stages. Also, by removing the heavier particles, it disposes of abrasion problems before they have a chance to arise. L'=-, e- = '= 'n -n-cans Inc U S Fa:en: ' - - Caon oanc,,_^c.Vc ° foe an,: _:r.er Fare-:s ss_ec or cenc:ng 890980 UW-4 PATENTED TRIPLE SCh-GBING ACTION CODE: Liquid Gas Dust Gas Outlet t. J ` Eliminator Section Water elimination stage — the edllected dust and liquid discharge tangentially into the final section of the scrubber, where the cyclonic action causes separa- . tion of slurry from gas stream. • The eliminator increases and directs gas _ velocity so that entrained liquid droplets are-thrown against the scrubber walls to descend and discharge through an inter- mediate` cone orifice. Gases free of liquid droplets discharge vertically through the • scrubber outlet. rr • • • • iY l. .;. ...:•;w`t[•'�, ''it.� Gas Dynamic Fan - '::.; �.;�,,ur�?4: �:.;{�'• « Inlet The gases -which are now conditioned. •.%'%'=::Yf'*;A `ST'+-4: essentially saturated,and substantially free • '(;;-•:':: >e-5 'ti```'��r I• • ,, ?P .t;.;' •' Two-Stage Pre-Cleaner of dust particles are drawn into the inter- ri %?.; ? y y.Y;�_; connecting fan duct riser along with suf- tom Dust laden gases enter the unit tangen- ficient 9 .`Ei <?i,:�. +:�+.a.-.• Bally, resulting in a cyclonic flow thor- liquid from the bottom section to •�..� -�,., i;} quid. flush clean these internal surfaces. Cut- . ,q�� ;, •�t�ti?7• This oughlforcesy r heeheavd lier andh bmo eng habra- side scrubbing liquid is introduced into '' the eye of the fan causing complete • ," ' ,? ' live dust particles into the swirling water flushing (cleaning) of all the internal fan '0' on the-surfaces and then through the surfaces. Fine dust particles are then cap- • sludge outlet at the bottom. The gases tured by: 1. Turbulent mixing of gases, 1. pass through the scrubbing vane which liquid and particles, allowing particle provides: 1. increased wetted surface growth. 2. Impact of rotating wetted blades •( areas for particle impingement and 2. on fine dust particles. 3. Dynamic forces creates a swirling mass of gas and 1.9 due to high tip speeds causing impinge- water in the sections above. Here, inter- Sludge Outlet mediate sized particles are collected and ment of dust particles on the moving -layer of water which covers the fan hous- = then flushed through the vanes and out ling completely. the sludge outlet. 890980 ® DIMENSIONS AND ENGINEERING DETAILS (All dimensions are approximate and are in inches unless otherwise indicated) SIZE CAPACITY 1 INLET I 1.0. 0.0. ACFM B SATURATED A BCEFG H 1 K 12 I 400 1 5'.3 I 5 3L/z 110 3'•0 I 9?/4 111 8 8 15 600 5'•11 1 7 4 112 13'-3I 1214 • r� I �� 18 900 T•1 8 41/2141/24'•1 14 • �'^ r 21I 1.200 I7'-9 1 9 51/2117 I 4'-3I 16 161/2 11 9 • ` ' I ( I� , e — 24 1 1:600 1 8'•4 10 61 1 19 4'-8 1 18 1 183/4 13 13 301 2.500 19'.7 113 8 2'.0 1 5'•51 22 I ql 1 " 36 3,600 ! 10'-10 17 9 2'S 6'-6 1 2'-3 16 2'-5 22 ' e 421 5,000 112'-2 18 11 2'10 7'-1I2'-6- 17 48 ' 6400 114'•0 21 12 3'-2 8'-2 2'•11 3'-D 2'3 20 PLAN 54 1 8,000 115.3 23 14 3'•7 8'-8I3'•21/z 22 60 10.000 17'-0 2'-2 15 4'-0 9%913'-7 2'-0 3'•6 2'-9 66 12.000 1 18'4 2'-5 17 4'-5 10'S 13'•111 2'•2 — — 72 14,500 119'•7 2'•8 18 4'10 11'-514'-4 2c5 — ' 4'-6 3'-6 78 1 17,000 ! 20'-10 2'•10 20 5'-2 12'-0 4'-8 2'•7 84 1 19.500 22'-6 3'1 21 5'•7 12'-8 4'-111 2'-9 • 14-1 90 22.500 23'•10 3'-3 23 6'-0 13'-7 5c3?-z 5'-0 4'.0 2'-11 I 96 25,500 24'-8 3'-6 2'•0 6'-5 14'-615'•8 I 3'•1 r j-, AN 102 29,000 27'•0 3'•8 2'-2 6'10 15'-3 1E-0 3'•3 +pk'� ,� L 3'.5 _ #% 108 32.000 27 9 3 11 2'-3 7 3 lfi'•3 6'4,z 114 36.000 29'•9 4'-2 2'-4 7'-7 17'-7I7'-2 6 41-11 3'-7 ---- �) I 120 40,000 31'-0 4'-4 2'-6 8'-0 18'-7171.6 1 3'-8 I I` 125 44,000 32'•9 4'-7 2'-8 8'-4 19'-8 T-10; 4'-1 ;- 132 48.000 33'•10 4'-10 2'-9 8'-101 20'•8 I8'-6 4'-2 4 138 53,000 135'•0 5'-0 12'•11 9'-2 1 21'-0 1 8%8 6'•10 5'•5 414 1441 58.000 13E-0 5'-3 13'-0 9'-7 I 21'-8 9'-01/24'•6 n . 1 Li Typical Twin-Unit Arrangement r� __le . �IIMI 0 0 ELEVATION • i. . _• ` W , • 1 NOTES: Do not use for CnnsuuCtion; ask for Certified prints. 1. CAPACITY: Gas volume leaving scrubber at saturated conditions (Cooled). 890980 1 CONSTRUCTION SPECIFICATIONS • • SCRUBBER SIZE 12 15 18 21124 30 36 42148 541-60 66 72 78184 90 961102-08-14-201126-32-38-44 FAN SIZE (DIA.) 10" 14" I 17" 26" I 33" I 40" 50" I 58" I 71" I 78" Basic Mat. Th.' 10 ga. 3/16" 'S c! Blades 3/16" f 1/4" 3/8" c "__ •• a. Sides I 3/16" I 1/4" ca• u u ;n Basic Mat. Th.' 1 1/4" :e, Fan Blades" 1 3/16" I 1/4" I 3/8" -47e Basic Mat. Th.' I 11 ga. Throughout c c E_ cl Blades 10 ga. I 3/16" I 1/4" y N< U Sides 3/16" 1 1/4" Notes: •Scrveosts ;a at constructed in thickness Indicated tnrougnout •Sceot for items specially listed. Specifications Subset to change. "For severely abrasive operations.liners can be:upoliec for fan blades and bottom section. FAN HORSEPOWER CURVES FApproximate Motor Horsepower Curves: • Scrubbers at nominal outlet gas flow and density.075 lbs/cf. ) • Suction,inches WG at scrubber inlet. • Motors 100 hp and below, 1,800 RPM; 125.200 hp, 1,200 RPM; Above 200 hp, 900 RPM. • Refer to factory for accurate bhp. 50 • 150 • .. .. .. • : 125 . 300 .•1 30 ._ - • .. 25 100 .d-'' • 20 - 75 `��c0a• 250 • 1, �v . 15 13 �N•.t0`• • �"'‘‘.....tar. _ d . 1�`� 4• Cr iyk�. Ca- =a. fiD . es \e'••3 • C1- x \e1. C1- re 10 • .. r9\c..-NCr 50 _ 9�A• 1-s - ¢gyp 9 Vl• . { _T% 5 .s*. C1- 30 sxv1" 150 9`,--.,Nfr . \‘'‘' 9 ,tiCN' G. r : 3 25 . . . . 1ti f. 20 . 100 2 154 15 60 . 18 21 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120 126 132 138 144 SIZE OF UW-4 SIZE OF UW-4 SIZE OF UW-4 • • . " - Example No. 1 Example No. 2 - • • -. • ` 36.000 acfm @ 70° F, and Inlet gas flow 43.000 ac-fm @ 300°F, sea level, containing 15% density .075 lbs/cf at 5" water vapor by volume. • ' WG suction;select size 114 (a)Correct gas volume to adiabatically saturated outlet condition& • scrubber: fan Dho 1'0; Calculated outlet gas flow 36,000 acfm @ 140? and density t• select 150 hp, 1,200 RPM .061 lbs/cf; Select size 114 scrubber. t. . motor. 75 (b)5"WG suction,corrected for density.. -61 x 5= 6.2"WG @ std. • (c)At 6.2^WG for size 114,bhp 140 cold. • , - (d)Correct for density or— l x 140 114 at cond. ,-i (e)Use 125 hp,1,200 rpm motor , , • 890980 BACCI-_=R i_r7ORMATION NEC-ZSSAR'_' FOR RZ7IZ ING FLANS • 1. Process Description: Attach a comoleta descripton of the process _cncrolled by the proposed equipment , including a process flow dia- gram indicating all possible discharge points of air contaminants . Complete the following table: - Gas Flow Rate 'a<U acfm 3000 scf= 1 Gas Flow Temperature 2ou of 121 oC Inlet Dust Concentration 6 1b/hr 0.23333 er/soft Out1_t Dust Concentration .6 lb/hr 0.0233i gr/scf1 i Per Cent Moisture 15 7. by weight 2. Equipment Description Ind Design Information: Attach manufacturer's literature and detailed specifications on proposed equipment. Also submit source test data for a process with similar effluent and Brain loading. Complete the followinc table: a I Make.: Mikro-Pulsaire Model 6B-1 Size 3,000 cfm No. of Bags 3b Ilength of Bags I0 reet Diameter of Bags u.iio Ft, Air co Cloth Ratio 7 : 1 Design Temperature of Cloth 475 aF I Type of Cloth Teflon Pressure Drop 2 inch „H20 . Method of Cleaning Air Pulse Frequency of C an'ng Continuous • er l 1 rt: Ff JU • . % Overall Co_le___on E�.tcieac. 3. Description of A': Mover: a. Make, model, size, seed , capacity (attach) b. Static Pressure 'n20 ** Spensor Turbo Compressor #1225-H Serial No. 216129 25 hp 3500 rpm 3000 cfm • • 8-12-75 °c-s9 (Aug 75) • 890980 IN NATICNAL PRCCESS RESEARCH CCRPG. .TICN LUST H.tll CALCUL?TICNS 2V TfsE SCRUBBER CASE 2 (ASSt'IDNG THAT 15 % OF THE ASH IS TRPNS�ffi TIED 1U TEE SCRUBBER) POTENTIAI, GENERATION: PCUNCS rr.:-t tux OF It-0 750 rukaw ASH 8.00% POETICS PER ECCR OF ASH 60.00 INS r �t FrUTR TO SCRUBBER 63000.01 SCF/FEtR (3000 SCAM*60 MEN) 180000 RUNES PER HOUR OF ASH TO TRZ SCRUBBER 9 GRAINS PER ECUR SCE FEED TO fl SCRUBBER 0.350000 =BEER h.l.rirTFNICY PRWECTICNS SCJEEER lamtsCIENCY 90.00% FMCS PER FOUR FRUA THE SCRUBBER 0.90 GRAINS PER HOUR b F.F l) FRC M fl SCRUBBER 6300.001 SCE/HOUR (3000 SC7M*60 MIN) 180000 GR rNS PER FOUR SC' Etui FR CM THE SCRUBBER 0.035000 L f C SE E=FICIENCY DATA RUNES PER HOUR rtr1) TO TFB P SE 0.90 GRAINS PER HOUR r r i i TO Tfl E?-HOUSE 6300.001 EAGECUSE t r 1 YCY 90.00% CHAINS Pha. FCLR FROM BAG CUSE 630.0001 SCF/ECUR (3000 SCFM*60 MEN) 180000 GINS/ HCCR SCF DISC?sARGc flCM TH.'S.. PACCCSE 0.003500 TCNS Itx YEAR OF DISC= 0.18 890980 INTERNATICNAL PROCESS RESEARCH CORPORATION LUST rr:.11 CALCi3IATICNS TO THE SCRUBBER AVERAGE CASE (ASSUMaNG THAT 25 % OF TEE ASH IS ZRANSTTED '10 THE SCRUBBER) FGTENTTAL GE EPATICN: FCCNE'S t-i( HOUR OF FEED 750 PER= ASH 8.00% POUNDS PER HOUR OF ASH 60.00 GRAINS PER HO R TO SCRUBBER 105000.0 SCF/H UR (3000 SCFM*60 MIN) 180000 POUNDS PER HOUR OF ASH TO THE SCRUBBER 15 G'?c AMNS PER FOUR SGT' kta) TO THE SCRUBBER 0.583333 SCRUBBER 2:t t lr^NCY PRaTECTICNS SCRUBBER LttLCir 1CY 90.00% RR.-NLS PER HOUR an) FROM THE SCRUBBER 1.50 GRALNS PER HOUR kin)t.) FROM THE SCRUBBER 10500.00 SGF/FCLR (3000 5}1*60 MIN) 180000 GRALNS rtA HOUR SCE' b a FFGM THE SCRUBBER 0.058333 BAGiCUSE is Y lCYFNCY DATA PCUNCS PER HOUR r t t ll TO THE BAGiC SE 1.50 GRAMS PER HOUR tt.t.0 TO TEE BAGICUSE 10500.00 BcCa.;SE Er r ICCY 90.00% GR?.D s Yt,-t HOUR FROM E .GiOUSE 1050.000 SC HCCR (3000 S N*60 MI ) 180000 GRANS/ HOUR SOF DISC^�FSE FROM THE E?JGCUSE 0.005833 TONS PER YEAR OF DISC-TARGE 0.3 890980 • INTERNATIONAL PROCESS RESEARCH CORPORATION Page 2 The incinerator, as mentioned above, is a 3-foot-diameter rotary kiln 33-feet long. The emit will be equipped with automatic safety devices to insure that the material cannot enter the kiln if the temperature within the unit is not adequate for proper incineration. The unit will also be equil, l with gas monitoring equipment to insure proper operation. The unit must pass standard Health Department criteria for particulate matter arri opacity prior to receiv- ing a permit to operate. The material will be fed at a rate of approximately 750 pounds per hour and operate at a maximum 16 hours per day, 5 days per week. (Operations of the kiln at the beginning of the project may rct be as extensive due to market—rg and lack of feed.) The sterile ash from the kiln and air cleaning Plnipment will be transferred to drums or a disposal bin for transport. The material will be removed in the same tricks that bring material to IPRC or by contract for pL‘sper disposal. The ash produced fl.cra the operation is not hazardous and can be disposed of in an ordinary land fill. On a ton-shift per day basis, the additional labor required at IPRC to handle this project will be four additional personnel. Personnel currently employed by 'PRO will also be involved in the project as reiu+;red. 890980 INTERNATIONAL PROCESS RESEARCH CORPORATION BIQMEDICAL WASTE As previously stated, IPRC intents to incinerate biomedical waste fiLAu various hospitals in the Dever Metro area. A dr rription of the waste material which can be available for this process is presented in Table 1. At this time, irEC envisions most of the material which we will incinerate to fall in the A-3 category although cr-mo Al material is to be expected. fnad on this assunm tion, IPRC has envisioned treating 750 pounds per hour of this material through our rotary kiln. • 890980 TABLE 1 CHARACTERIZATION OF BIOMEDICAL WASTE (Imperial Units) 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 WASTE CCrl-OiENT TYPICAL HHV BULK rCSTLFE WEIGHTED TYPICAL C.A.= CESC"..IPTICN C yr&NT CRY BASIS DENSITY CONTENT CF HEAT VALUE Ct CtF.NT WEIGHT (BTU/Ib) AS FIRED COMPONENT RANGE CF PEATVALLI PFSC NT (lb/ft 3) eice T WASTE CF WASTE (AS FIRED) PERCS.NT) CroCNENT AS F l D (BTU/lb) (BTU/ib) Anatomical Al Hunan b 95-100 8000-12000 `0-5. 70-40 760-3600 1200 (Red Bag) Plastic 0-5 14000_20000 5-144 0-1 0-1000 IOC Swats. Ab_artants 0-5 CCCO-12000 sti2. 0-20 0-500 - BO AIc teal, Disinfectants 0-02 11020-14000 46—2 0-0.2 0-28 TO 1n80 A2 Animal Infecsd Anatomical 80-100 5000-16000 20-CO 60-40 720-5400 1500 (Cronge Bag) Pla:tic 0-15 14000-20000 .5-144 0-I 0-3000 CO Glass 0-i 0 175-x225 0 0 . 0 8eddings, Shavings 0-10 - 66009000 20-46 10-SO 0-310 600 Paver, Fecal ratter 7520 A3 (a) Suez*, Pads. Swans 60-90 6000-12000 5-62 0-30 3350-10600 6-00 (Yellow Bag) Grmenls, Pacer, Cellulose Plastics, PVC, Syringes 1'-20 9700-20000 5-144 04 ' 1440-5000 32`_0 Shane. Nentoles 4-d 6O 450-So0 0-1 3-2 5 Fluids, Residuais 2— 0-10000 6243 80-100 0-I 1 20 AIcahais, Disinfectants 0-02 7000-14000 40-322 0-20 0-26 15 0700 A3 (b) Plastics 5040 14060-20000 5-144 OH 6920-12000 9000 (Yellow Bag) Shags 0-5 60 4=0-_00 0-I 0-3 0 Lab West° Cellulosic Materials 5-10 820O-12000 542 0-1S 240-1200 650 Fluids, l<esid:ais 1-20 0-10000 132-53 95-100 0-100 30 Aiexis. Disinfectants 0-02 11000-14000 4E-52 C-50 0-21`. 20 Gins 15-25 0 175-ns 0 0 0 -2:- 5 C0 A3(c) Gauze, Pecs. Swabs 20 6000-12000 5-62 0-20 200 3600 ICCO (Yellow Bag) Plastics, Petri Disiws 50-30 14020-20000 5-144 0-! 6930-12000 0000 R & 0 Shar;s, Gins 0-10 60 450-300 0-I 0-5 0 on DNA Fluids i-10 0-10000 62-63 8C-ICO •0-200 100 min, Non-IBI imalAnat=n 90-100 SO CO-I6000 30-00 60-GO 610-5400 1400 Animal Mac�moi (Blue Beg) PI=La0-10 14000-220000 5-144 0-I 0-2000 1000 Class 0-3 0 173-22t 0 0 0 • Beddings, shavings, 0-10 BOLO-9000 20-46 10-80 0-810 600 Focal rattar 3000 899 80 \V Ve Lurid r a La Va v iv .—'-vv- - n-. v • v LVVV IVVV Class I 0-3 0 I 1;t-22t I 0 0 0 IN NATICNAL PRCC22SS RESEARCH CCRPC TICN EC= r... .✓ OICLM'ICNS TO The, SCRUBBER SCFST CASE PJED?I'IAL GENrERATICN: FCU'NES PER FLIER OF r 750 PER= ASH 8.00% PQJNES PER FOUR OF ASH 60.00 PER H..&M TO SCRUBBER 420000.1 S�.c/lLu (3000 SCFM*60 Kap 180000 C-c�AD S PER HOUR SCF r TO TEE SC :BEER 2.333334 • SCRUBBER t..�r 1 NCL FRS JECTICNS - (ASStI*ENG ALL ASH IS TRANSi1L1'1t.0 TO THE SCRUBBER) SCc,BBER 90.00% POUNDS PER FELR rt..1) TO THE B;C:37.1SE 6.00 CPAINS PER HOUR aa• TO ThE BACMUSE 42000.01 SCF/HOT.R (3000 Sa,1*60 MD ) 180000 GAINS PER FOUR SOP rth_) TO fl BAG4JSE 0.233333 EA1s:CLiSE t.t r 1CIENCY DATA (ASSN SIG ALL ASH IS T'R?N&CIT D TO TEE SCRUBBER) P .'NLS PER FOUR try TO THE E . USE 6.00 GRAINS PER HOUR Ih-D TO TEE BAa3JJSE 42000.01 PAL-r:c SE trt1CIECCY 90.00% CRAINS FOUR FW-M EA.Gi.C3SE 4200.001 SOP/HOUR (3000 SCPM*60 1 ) 180000 GRA: S/ HOUR S` DIS= FROM fl E?.C OUSE 0.023333 TCNS PER YE?_R OF DISC-2?fl 1.2 890980 I. GENERAL DESCRIPTION A. Introduction This manuafprovides operation and maintenance instructions for the Mikro-Pulsaire Dry Dust Collector Unit B. Description The Mikro-Pulsaire unit is a continuous self-cleaning dust filter capable of removing dust par- ticles as small as sub-micron size from gaseous streams. High dust collecting efficiency is maintained under continuous operating conditions without the use of internal moving parts or rapping mechanisms. Versatile application and simplicity of operation are inherent design features. The collector(Figure 6) is divided into two dust tight compartments by the tube sheet,(D).The lowercompartment is called the housing,(M).The housing contains the filter bags,(A).The filter bags fit around and are supported by wire retainers,(B).The filter bags and wire retainers,as units, are clamped to special "venturi" shaped nozzles, (E), which are fastened to the tube sheet and which extend into the bag/retainer assemblies. The filter bags are fabricated from material suitable for the temperature, moisture and resis- tance characteristics of the gas stream (Table 1). Special coating treatments are available to increase collection efficiency.Untreated bags are preferred when the treatment is harmful to the product. The upper compartment is called the Plenum,(Q).The plenum houses the blowtubes,(F),sup- ports the solenoid valves,(-I),diaphragm valves,(K),and compressed air manifold,(L),and pro- vides an exhaust outlet, (R), for the filtered gas. The blowtubes, with orifice nozzles, (G), are located above each row of filter bags such that the orifice nozzles are directly above the throat of each venturi in that row. The collector housing is designed to accept a hopper,(O).The hopper usually provides an inlet for the dust-laden gases and an outlet for the collected dust.The hopper outlet is adaptable to airlock, slide gate or screw conveyor control. A diffuser m (if supplied) absorbs the impact of high velocity dust particles and distributes the flow of the incoming air. Each collector has a manometer(S), or magnehelic gauge supplied with it.The field installed manometer or magnehelic gauge registers the pressure differential across the collector mak- ing it a useful tool for monitoring the efficiency of the pulse jet cleaning of the bags. • ' 890980 • TABLE 1. FILTER BAG MATERIAL COMPARISON BAG MATERIAL MAX. OPER. ACID. ALKALI NOTES TEMP. (0F] RESIST RESISTANCE Polyester I 275 Good Good 1,2,3 Polypropylene I 200 Excellent Excellent 1,2,3 -Nomex I 400 Fair Good 1,3 Acrylic I-250 Good Fair 1,3 Nylon 200 Poor Good 1,3 Wool I 180 I Fair Poor 1 Teflon 475 I Excellent Excellent — Glass '" I 550 Good'* Poor — TABLE I. FILTER BAG MATERIAL COMPARISON • NOTES: 1. HCE II treatment available 2. Hi-Gloss or Eggshell finish available 3. Singed finish available Glass is destroyed by gaseous HF at dew point temperatures *** Use of glass bags is severely limited by poor flex-abrasion qualities • II. SPECIFICATIONS ARRANGEMENT: Number of Bags PerSpec 34, Diameter of Bags 41/2 In. Length of Bags 6,8, o 4 t Area of Cloth/Bag -6 Ft 7.07 Sq. Ft -8 Ft 9.42 Sq. Ft -10 Ft 1 1.77 Sa. Ft. Bag Material (Dependent on Temp., Product, Etc) Per Spec Air Pressure Requirement for Cleaning 90-110 (125 psig max.) 3OOo c }m 4 : 1 C, .( � -2- 890980 orb i Dimension and ; t : I ; Arrangement DrawingsL Drawings a cop shave P © . 9 ;I Arrangement t for (,p_ I9 —. for Series 68 _ b_.-. I' ,I-?�L.__. y Dust Arresters 'l1 �`_I page 3. °q g . See specification table below. 1'ii rS AIR SHARER S•• - P" TO fAN _. �.rn.i[ee.n., ..er SAG r?r �CONPRESSEO AIR LINE — 2ROLOER �•f-'1 I 1 �# rsnc VALVE IrYll__JIJ- f '__.. W 1' llam. I ...es . '-� IITER E I NI II 4L{IDNSPC^ 1 CI I, OOR 1 ' I !] I \ _ 1 --i. L-_� fLl.1 31:I OUST ET t _ _I___ —ET. �— �I L_ 1q wain _ • / rli = CS I CLEANpirpOOR� - - C. ___. _--- . �aar.ar en �[u.-._r 68-1 Pneumatic Arrangement No. 1 68-2 Mechanical Arrangement Na. 1 Sams OR IdECHANICAL SHAKER /.,as /aan. , t f r l'1 H AIR SHAKER I 2a rAN I , • _ _ I I I ` c et�ar I - .. I A c I ....-:l %..A...1 i E 1 : nen I I. a..a :I A I_ _1 [ 1 r I - 1 • 1f IN I G 4.17‹.\.: iJCnR I SA_CL• � SOUS It�R // AA - • • i a.•• I 00tH ' i -Tr • _ j $ I_I I fAP'rLC PL= I �� •r.i illy f I ': 1 i I 1 Imo`; `I STEEL :1y OPPEll I 11 , SUPPORT ��•• R II I -1 oI- ' -7-----7---1_ II 1 7 ryII 1 j-�. �[ FLAP TRAP V.LLVE ,I ! r,I rat. su...-r + 68-1 Mechanical or Pneumatic Arrangement No. 2 63.2 Mechanical or Pneumatic Arrangement No. 2 Specifications for Series 6B dud poi No. CFM oize F Bags No. Free Clods A A B C D• E rte on gs Area ra I I E,. 6B-1 1 1080 40 360 9'0" 8'0" I 3'0" 5'0" 3'0" I 10'S"• 9.3.. 6B-2 2160 80 720 9'0" 8'0 I 6'0" 5'0" 3'0" 10 S" 9's" t TE: •A=,D and E=dimensions apply to Arrangement No.2 only,where dust arrester is mounted on steel support•and dust hopper used. Drawings sho ✓� 2 arrangements with complete dimensional information are available, 890980 _r ; Dimensions of Overhung Turbo blowers Multi-stage Construction — 3500 RPM • Form F224A 80 O 8909J Supersedes Forms 1183, 1184, 1185 and 1188. �.7''IIJJ Standard Overhung your Bearing Overhung l,,take End View IFDTI (e°� N E- -I Pressure Tap L - IC Ir N � E , 0 _ �I 0 A 1' '1 I. - Itl. LI 0 0 I 0 o i o f_zl■ I ��...�_ A 0 0 1. I f, E _ f � -ii' Ili J ll �-R LB-4-1-T-e- �0 I-�R I B+rT I Cork I ' if—N—i+I I l-b----C, r. C, Isolation ( L a Pads 1 (25)L K, - K2 • thick. J - Channel Iron Base supplied as required. See Note 6. I 8.. C, I O, C..11_I Major Dimensions Flanges A D E N I O a R Flanges are welded to inlet and outlet. Dimensions are given for 125= drilling. 20 4 8y„ 12'%, 111/2 22} 16 - 2 Bolt holes in flanges straddle the natural 24 4 10'/„ 143;, 14;; 26;1 20 - 2 center line of the casing. 24 6 9i,, 15%, 14/ 267, 20 - 2 30 6 121/ 1831, 18 33 24 _ 1 F -Na. Bolt Holes 30 8 11'/„ 19'/„ 18 33 24 - 11/2 \I G-Diameter of Holes 36 8 14}„ 20i%, 21 39 36 - 2 I 36 10 13;;, 21%, 21 39 36 - 2 / 36 12 12;;, 22'/„ 21 39 36 - 2 42 10 16'A, 23'3/„ 24'/2 45 40 41 2 f D 49 O.D. 42 12 157„ 24%, 241 45 40 41 2 b B.c.l 42 14 14/,,, 24316 241/2 45 40 41 2 42 16 13%„ 24'%, 24'/, 45 40 41 2 50 14 18''A, 26'%, 28%a 54'/, 40 41 3 50 16 17''/, 27'x/„ 28'/x 54'/x 40 41 3 D 4 6 8 10 12 14 16 Notes O.D. 9 11 13"2 16 19 21 231/2 1. Discharge position must be given to the factory when order is placed. B.C. 7V, 9", 11", 14", 17 18?', 21 2. This equipment is designed to set free on cork pads which are furnished" F 8 8 8 12 12 12 16 3. One flexible type connection is furnished with each machine. Do not make solid G ?, 'e 7 , 1 1 17, 1'/e connections between blower and pipeline. Do not transmit external weight and/or stress to the casing. Discharge Positions 4. "K" dimension is based on use of G.E. T-frame TEFC motor. "K" dimension is Available Discharge Positions as viewed given 111/" from the intake end. 5. If flanges are omitted, subtract '„" from dimensions "N", "T" and "K". 6. "C," is overall length of channel iron base. "N" and "E" dimensions remain 2 �� 1 F 6 constant for each discharge position. IO' 9�7. Pressure taps not supplied on inlets of 20" blowers.8. All dimensions are for reference purposes only unless certified. All dimensions are in inches. Weights given include motors. 3 l t 9. Place "X" in code number with "I" for 4BOH and "0" for SOH. Dimensions Certified for: 890980 Date Installation Customer u' V Cust. Order Our Order Catalog Number Discharge Position Checked by Sent by SOH 48OH Approx. Approx.. Catalog Volume Press. Motor A D B T K, C, Net K, 0 C; Net Code Number (CFM) (oz) HP Fr. Weight Weight Number 050-", 110 8 %, 1431 20 4 3% 3?, 197, 15%, 180 347, — 30%, 340 A200X029 r 050-% 180 8 1 1431 20 4 3% 3% 191/4 15%, 200 347, - 30%, 360 A200X029 0501 275 8 17, 1431 20 4 4%, 3% 217, 17%, 220 3451 - 30?'„ 375 A200X02C 0501-y, 340 8 2 1451 24 4 4%, 2%, 217, 17i5%„ 360 377, - 33'%„ 475 A240X01E 0502 475 8 3 1821 30 6 5'%„ 15, 26%, 231%, 450 45%, 21 421%, 550 A300X01U 0503 800 8 5 1841 30 6 5'%, 1% 26%, 231%„ 525 45%, 21 42'%„ 650 A300X01O 0505 1300 8 5 184T 30 8 6%, 1% 27%, 241%„ 550 46%, 21 43'%„ 675 A300X01H 075-'/, 75 12 5/, 1431 20 4 37, 3% 197, 15%, 200 347, - 30%„ 360 A200X02A 075-1, 100 12 1 1431 20 4 3'/, 3% 19',1 15%, 220 347, - 30%„ 400 A200X02S 0751 150 12 11, 1431 20 4 37/, 3% 197, 15%, 240 347, - 30%„ 415 A200X02C 0751-';1 225 12 2 1451 20 4 37/, 3% 207, 16%, 260 357, - 31%, 425 A200X02C 0752 350 12 3 182T 24 4 4% 5%, 26 191%„ 350 40 - 33'3/ 500 A240X02E 0753 540 12 5 1841 30 6 5'%, 157, 26%, 23i5/„ 500 45%, 21 42'%, 675 A300X01O 0755 850 12 5 1841 30 6 6%, 15,, 27%, 24'%„ 550 46%, 21 43'%, 700 A300X01F 1001 110 16 17, 1431 20 4 5%, 3% 22'7, 18%, 220 367, - 32%, 425 A200X03E 1001-'/, 160 16 2 1451 20 4 5% 3% 22',, 18%„ 260 37'1, - 33%, 440 A2COX03E 1002 275 16 3 182T 20 4 67, 3% 26'/, 22%, 300 407, - 36%, 525 A200X03C 1003 400 16 5 1841 24 4 4% 5%, 26 192%, 400 41 - 34'%, 600 A240X02E 1005 675 16 5 1841 30 6 5'y„ 5% 27%, 201%, 550 47%, 21 401%, 700 A300X02O 1007-H 1000 16 77, 2137 30 8 7%, 5% 32%, 25'%, 580 52%, 23 45'%„ 750 A300XO2FG 1010-H 1400 16 10 2157 30 8 7'%, 5% 32%, 25'%„ 600 53%, 24 46'%, 800 A300X02GH 1015-H 2100 16 15 2541 36 10 7'/, 3%, 37 32i5/„ 750 58 27 53'?;, 850 A360X01E 1020-H 2850 16 20 2561 36 12 8% 3%, 37 32'%„ 800 58 27 53i%, 1000 A360X01G 1025-H 3650 16 25 2841 42 14 9%, 3'./„ 40% 369,„ 1000 62% 30 58'%, 1300 A420X01F 1030-H 4100 16 30 2861 42 14 9%, 37,, 41% 37"/„ 1100 68% 33 641;, 1400 A420X01H 1040-H 5200 16 40 3241 50 16 101%„ 2?, 46y„ 42'%, 1900 74'/1, 36 70'%, 2000 A500X01H • 1201 85 20 1 '/, 1431 20 4 67, 3% 227, 18%, 340 36'/, - 32%, 440 A200X04A i 12201-'4 120 20 2 1451 20 4 7% 3% 247, 20%, 350 391/4 - 35%, 450 A200X048 1202 185 20 3 182T 20 4 7%, 3% 277, 23%, 400 41'/z - 37%, 500 A200X048 1203 350 20 5 184T 24 4 4% 5;;, 26 19'%„ 500 41 - 34'%„ 600 A240X02E 1205 550 20 5 1841 30 6 5"/„ 5°, 27%, 20'%, 600 47%, - 401%„ 750 A300X02O 1207-H 825 20 71 2131 30 6 5'y„ 5% 30%, 23'%, 650 50%, 21 43i%, 800 A300X02D 1210-H 1100 20 10 2151 30 8 7"/„ 5%, 32%, 251%„ 700 52%, 22 45'%„ 850 A300X02FG 1215-H 1700 20 15 2541 36 10 77, 3%, 37 32'%„ 775 57 27 52'%, 950 A360X01D 1220-H 2250 20 20 2561 36 10 7%, 3%, 37 321%„ 825 58 27 531%, 1100 A360X01F 1225-H 2800 20 25 2841 42 12 81%„ 3%, 40%, 36'%, 1100 62% 30 58'%, 1500 A420X01F 1230-H 3400 20 30 2861 42 12 8% 3!;, 40% 36'%, 1200 68% 33 64'%„ 1600 A420X01G 1240-H 4500 20 40 324T 42 14 9%, 3',/„ 43% 3919(, 1300 72% 34 68'%„ 1700 A420X01H 1250-H 5500 20 50 3261 50 16 101%„ 2?, 46%, 42'%„ 1800 74%„ 36 701%, 2000 A50OX01H 1501-7, 100 24 2 145T 20 4 87, 3% 247, 20%, 375 4017, - 36"., 475 A200XC542 1502 165 24 3 1821 20 4 9%, 3% 29',1 25%, 400 4377 - 39=', 500 A200X0E 1503 270 24 5 1841 24 4 7%, 5%, 28 21'%, 550 44 18 37'%„ 650 A2-0X030 1505 450 24 5 1841 30 6 5"/„ 5% 27%, 20i5', 650 47%, 21 40'%„ 750 A3COX02O 1507-H 700 24 7'/, 2131 30 6 5'7„ 5% 30%, 23i5', 700 50%, 22 43'%, 800 A300X02O 1510-H 950 24 10 2151 30 8 7%, 5% 32%, 251%„ 750 52%, 23 451%, 850 A300X02FG 1515-H 1425 24 15 2541 36 8 77, 6%, 377, 29'%„ 850 58'/, 26 50'%„ 1200 A360X020 1520-H 1900 24 20 2561 36 10 87, 6%, 39'/, 31'%„ 900 60'/, 27 52'%„ 1500 A360XC2F 1525-H 2300 24 25 2841 42 10 7'/„ 3,;, 40% 36"/„ 1200 623,, 30 58'%, 1600 A420XC'.F 1530-H 2700 24 30 286T 42 12 8'%„ 37,, 40% 36'%, 1300 68% 33 64'%„ 1700 A420X01F 1540-H 3800 24 40 3241 42 14 9%, 37,, 43', 39t3/„ 1400 71% 34 67'%„ 2100 A420X01H 1550-H 4800 24 50 3251 50 14 10%, 2', 437,, 39'%, 2200 74%, 36 70i5', 2400 A500X01G 1560-H 5750 24 60 3641 50 16 10'3,/,,, 2%, 487,, 44'%, 2400 77'/„ 37 73'%„ 2500 A500X01H 1 1 890980 SOH 48OH Approx. Approx. 3g Volume Press. Motor A D B T K, C, Net K, O C, C, Net Code I er (CFM) (oz) HP Fr. Weight Weight Number L. 100 32 3 1821 20 4 7, 3% 261, 22%, 425 4114 - 37%, - 525 A200X05A )3 180 32 5 1841 20 4 9', 3% 2914 25%, 475 44% - 40%, - 675 A200X05B 325 32 5 1841 24 4 10 5%, 31 2413'„ 600 47 21 401'„ - 700 A240X04O -I 470 32 77, 2131 24 6 10', 5';,, 34 271(, 650 50 22 431'„ - 775 A240X04OE I0-H 700 32 10 2151 30 6 77,', 5%, 32%, 25'%, 800 53%, 22 461%, - 1200 A300X03C tF H 1050 32 15 2541 30 8 11y, 5%, 41%, 341%, 900 623;, 27 55'3/„ - 1250 A300X03F i 1 1450 32 20 2561 36 8 7%, 6%, 37'/, 29i%„ 1000 58% 26 501%„ - 1350 A360X02D -c i 1800 32 25 2841 36 10 7%, 6%, 40'% 321'„ 1100 61'/, 27 531%„ - 1600 A360X02D 30-H 2200 32 30 2861 42 10 8'%, 9%, 44", 341/„ 1300 71% 31 6113'„ - 1700 A420X02DE l -I 2800 32 40 3241 42 12 11%, 9%, 49% 391%, 1500 77'/, 34 67'%, - 2100 A420X02H ( i 3700 32 50 3251 50 14 10"/„ 10 487,, 371'„ 2600 77'7,, 34 66'%, - 2900 A500X02C i0-H 4300 32 60 3641 50 14 111%, t0 51"A, 401%„ 2800 80'%„ 35 691%, - 3200 A500X02DE '5-H 5500 32 75 365T 50 16 12"j„ 10 53"/„ 429',, 2900 83"/„ - - 74 3400 A500X02F 120 40 5 1841 20 4 12 3?; 31 ,, 272A, 550 45%, - 41%, - 675 A200XO63 IA 230 40 5 184T 24 4 103'„ 57„ 31 241%, 625 47 21 40 ,, - 700 A240X05C ;7-H 350 40 77, 2131 24 4 12%, 5%, 36 291%, 700 53 24 46'%, - 800 A240X05D I 525 40 10 2157 30 6 9%, 5% 34%, 271%„ 900 54%, 24 471%, - 1200 A300X048C I 750 40 15 2541 30 6 10"/„ 5%, 40%, 33'%, 1000 61%, 28 54'%, - 1350 A300X04C -H 1100 40 20 2561 30 8 1313,;, 5, 433', 36'%, 1100 643%, 29 57'%, - 1450 A300X04E 5 H 1375 40 25 2841 36 8 6'%, 6'!, 39'., 3113/„ 1200 61'/, 27 531%„ - 1600 A360X02C 1675 40 30 286T 36 10 7%, 67,, 407, 3213(, 1300 677, 30 59'%, - 1800 A360X02O 1 1 2200 40 40 324T 42 10 81%, 9%, 46', 361%„ 1600 747, 33 641;, - 2100 A420X02DE 0-H 2800 40 50 3261 42 12 11 %, 9%, 49?, 39'%, 1700 777, 34 6713%„ - 2500 A420X02H '1 ' 3500 40 60 3641 42 12 11',A, 9'/, 51% 411%, 1900 79', 35 691'„ - 3100 A420X02H 4400 40 75 365T 50 14 10'%, 10 51"%, 401%„ 3000 81"/„ - - 72 3300 A500X02CD L.X,-H 5800 40 100 405T 50 16 131%, 10 57'7„ 461%„ 3300 90'%„ - - 81 3600 A500X02G 11 75 48 5 1841 24 4 8%, 57,, 29 221%, 600 45 20 381'„ - 675 A240X05A 165 48 5 1841 24 4 8%, 5%, 29 221%, 650 45 20 38'?'„ - 700 A240X05A ./-., 250 48 7!', 213T 24 4 97,, 57,, 33 26'3'„ 700 49 22 421%, - 850 A240X05AC 0-H 400 48 10 2151 30 6 8%, 5,', 323'„ 25'3/„ 1000 533'„ 24 46'3'„ - 1200 A300X04AE 650 48 15 2541 30 6 9%, 5% 38%, 311%, 1050 59%, 27 52i%„ - 1250 A300X048C _ 850 48 20 2561 30 6 10'%, 5% 40%, 33i3'„ 1100 61%, 28 5415'„ - 1450 A300X04C -H 1150 48 25 284T 30 8 10"/„ 5% 423'„ 35%, 1200 64%, 29 5713/„ - 1500 A300X04C D.-H 1400 48 30 2861 36 8 11 67,, 43", 35%„ 1300 71 '% 32 63'%, - 1600 A360X03C i 1800 48 40 324T 36 10 11 6%, 467, 38i3'„ 1500 747, 34 66"/„ - 2300 A360X03C 2300 48 50 3251 42 10 8%, 93'„ 457, 351'„ 1800 74'„ 33 64'3/„ - 2600 A420X02C -0-H 2900 48 60 3641 42 12 103', 9%, 50', 401/„ 2000 79',, 35 69'%, - 2800 A420X02FG '5 1 3600 48 75 3651 42 14 11%, 9%, 51% 411%, 2300 81'/, - - 73 3300 A420X02H H 4800 48 100 4051 50 14 111%„ 10 55"/„ 441%, 3300 88"/„ - - 79 3700 A500X02DE a-H 6000 48 125 4441 50 16 13%, 10 59"/„ 40'%, 3500 94'%, - - 85 3900 A500X02G 125 64 5 1841 24 4 11'°', 57,, 32 25'?', 650 48 21 4113/„ - 750 A240X07A 225 64 7',i 2131 24 4 111%„ 5%, 35 28'%, 800 51 22 44'3'„ - 900 A240X07A 1- 300 64 10 2151 24 4 14% 5%, 38 311%, 850 58 25 519/,„ - 950 A240X07ECD 5-H 450 64 15 2541 30 6 103', 53, 403', 33'3'„ 1100 603'„ 25 531'„ - 1400 A300X05A8 650 64 20 2561 30 6 11"„ 53, 40%, 33'31, 1200 61%, 27 54'3,„ - 1500 A300X05BC 825 64 25 2841 30 6 139„ 5% 453'„ 3813'„ 1300 67%, 30 601%„ - 1600 A300X05C 'a-n 1000 64 30 286T 30 8 143'„ 5% 463'„ 39'%, 1400 74%, 34 671%„ - 1700 A300X05CD 0-H 1350 64 40 324T 36 8 14%, 6"„ 49", 4113A, 1600 77'/, 35 691(, - 1800 A360X048C 1700 64 50 3261 36 10 151%, 6%, 50", 421'„ 1700 797, 36 7113'„ - 1900 A360X04CO 2100 64 60 3641 36 10 17%, 6%, 54%, 46'%, 1800 83% 38 75i%, - 2000 A360X04DE 5-H 2700 64 75 3651 42 12 13%, 9%, 52;, 42'%, 2200 83%, - - 74%r 2900 A420X03CD 0"-H 3700 64 100 4051 42 14 18"„ 9%, 61'/, 511'„ 2400 94% - - 857, 3100 A420X03GH i 4600 64 125 4441 50 14 11%, 10 57'%„ 46'31„ 3700 91"/„ - - 82 4100 A500X02CD i 5500 64 150 445T 50 16 12?'„ 10 61"%, 501'„ 3900 951%„ - - 86 4300 A500X02EG • C. 890980 SOH 48OH Approx. Approx. atalog Volume Press. Motor A D 8 T K, C, Net K, O C, C, Net Code )er (CFM) (oz) HP Fr. Weight Weight Number 90 80 5 184T 24 4 15%, 5'/„ 36 29"/„ 700 52 23 451%, - 800 A240X09A ,ui-H 135 80 7'/, 213T 24 4 15%, 5%, 38 31'%, 800 55 25 48 '/„ - 900 A240X09A )1n-H 250 80 10 215T 24 4 15%, 5%, 39 32"/„ 850 59 27 521%, - 950 A240X09A8 , 1 •H 360 80 15 2541 24 4 16?', 5'/„ 45 38"/„ 900 65 30 581%, - 1100 A240X08BCO ' •H 500 80 20 256T 30 6 14% 53/, 44%, 371% 1400 653/, 29 581/ - 1600 A300X07AB 125-H 650 80 25 2841 30 6 15'a 47%, 40'%,, 1500 68%,, 31 611%,s 1700 A300X076 / 5% - 1700 800 80 30 286T 30 6 173,, 55/, 49%, 421%, 1650 77%, 35 70'%, - 1850 A300X07BC •H 1050 80 40 324T 30 8 191, 5% 53%, 461%, 1800 82%, 37 751%, - 2000 A300X07C .5_•H 1350 80 50 3261 36 8 15'%, 6%, 50'/, 42'%„ 1900 78'/, 36 7013/„ - 2300 A360X05AB ,60-H 1700 80 60 364T 36 10 15"/„ 6%, 52% 4413/,, 2200 80'%, 37 72"/„ - 2500 A360X05A8 I '7 H 2100 80 75 3651 36 10 18'%, 6'/„ 54% 461%, 2500 82'„ 38 741%, - 2800 A360X05BC 1 )-H 2800 80 100 405T 42 12 20%, 9%6 63'/, 531%, 3200 96% - - 87'/, 3600 A420X04DE ,125-H 3500 80 125 444T 42 12 23%, 9%, 68% 58"/„ 3500 103% - - 94'/, 4000 A420X04FG )1c0-H 4200 80 150 4457 50 14 161%, 10 647,, 531%, 4200 99"/„ - - 90 4700 A500X03BC • T 890980 l ey, Y ti . ,u ?sot k 7 ti. Y M w xt y .1 >x 3'!, 1 Y.• %:2.a .kY r '40.'too �' A jx ) ,:. re >f »r , #It ryra.'to” ..or .... ,r4.1,4,i 4 t• _t .wa+ �e� y k a4� rie �w e�.�+Il''`: "ei. �"�,a"�`ii * LI4*et* , , M 1�Y ° 11 ttyn4..r l"�t (r Y '�' t-t lef �r i, y,� e+'�'tt. � Fe ; , aR 1 , Lkt„ t a.�:i•, ,r , x w t -0 K^ I w, "r a ;o b: N el i+�� r � +r t 4� ""F+11 t , t r'. r e y . !% �s x Y '4 -! h-+. r',5 � ''`�* • 4:•A, jy k ,Y:tyN; �,I:� r 5-; f .. r ,'t •a' trt. ,e i'r1 ll, K- P.4( s r I y --Yf AI F;:t 11 } Wt. {xt ! ! .. 1 '.���, � I:: t. ItJ t I?t , IIII Technics[ Data a • •1 i 11"11 \ , . .6414.,,,nif 1 ri.4. ; II rile 1 , •' �. -- fy El i\ ? .r •1'x �1 4i fi- F ej� • r pt • ji a \ I i I 5 k1 ; .,M. • 3I ff , 4,.. ....:1,' F 1 'y` Si I SiSr— r f t I i iII , c. II le :_k; }` y«sy+f. 14 a w : i . »Ia u- & N., .; :( lam IS `•.. $y, I S ` Ale;} 111 q ? «s . s It. . , , 11 €: ft � ' w �� 1� i. p i '. +{ is s l 21 4Ii lik 12 1 a • 1 I op t1 1 Iii . I r k IYe Y n . 1 * hh al 1t • 3 F` r TT 8909 1 1 , +� Spencer's Typical Spencer quick-reference Turbo-Compressors and technical data. Vacuum Producers In order for you to avoid having to refer to several sources Four Bearing Overhung for conversion factors and data on Spencer products, we have combined here information from other Spencer litera- _..:`.e ture. / -or information regarding specific applications or require- 4- F ^ (4 `\ merits, consult the factory or your local Spencer agent. -� .-1.:‘, t \\ In this quick-and-easy reference you will find: • '_• :% `1'•Page .4TT-4, C' - 2 Pressure to Vacuum Conversion •{' �= ra r _ 3 Useful formulae - - .'- p4 Pressure at other temperatures � . 5 Pressure at higher altitudes ; 5 Temperature at higher altitudes 6 Value of mercury column r - 6 Temperature conversion - 7 Orifice capacity tables 8 Orifice equivalent table ). 8 Equalization of pipes 9 Friction loss chart Four Bearing Outboard 10 Other conversion factors: metric and inches Pressure to Vacuum )ia .cY C Conversion _ { If Turbo-Compressor is to be operated as an exhauster, dis- �-,,. t. charging against atmospheric pressure, the vacuum devel- '<P- aped would be: � - °F'_{ Ij - P (Ibs./sq. in.) x 14.7 Vacuum (Ibs./sq. in.) = - P (Ibs./sq. in.) + 14.7 P is the pressure the Turbo-Compressor would develop when 'a -$ -__- - intake is at atmospheric pressure. -, — y Standard Overhung y2 4 yet•i. - yqC I _ i cA+? n ; • - - _ . -. _-_. _ J ({ k j*\t ft l[ . c ���, 89038( Useful Formulae C ` NOTE: These formulae are presented to assist in the Note: Handling a gas whose specific gravity is above Jj determination of a machine rating. When selecting a 1.00 will cause a Turbo-Compressor to exceed its machine to deliver the desired rating, please contact pressure rating and may call for a motor of larger your Spencer Representative or The Spencer Turbine horsepower. Consult Factory.' Company. 4. Combination of Formulae 1-3 (P = psi: T = °F) To provide most reliable operation, Spencer designs its ma- Ti + 460 P atm. SG chines to the ICFM requirement at the maximum temperature P2=P, and the horsepower requirement at the minimum tempera- , (TZ + 460 ( 1 a.7 ) ( 1.00) lure. Note: Any factor not differing from standard conditions Spencer Turbo-Compressor ratings are based on machines may be removed from formula 4. handling standard air (70°F and 14.7 psi atmospheric ICFM (ACFM) to SCFM Conversion pressure) and on 60 Hz current (3500 and 1750 nominal machine RPM). Operating conditions which differ from SCFM (standard cubic feet per minute), ICFM (inlet cubic those just stated will require a given machine to be built feet per minute) and ACFM (Actual cubic feet per minute) are to meet a standard conditions rating according to the three volume designations which are the subject of much following formulae: confusion and misconception and probably result in more blower design miscalculation than any other design factors. Developed Pressure Correction For Other Than Standard 1. Temperature (P = psi;T = °F) air, refers to the flow per minute of cubic feet of standard air, that is, air at 70'F and 14.7 psi atmospheric pressure. (P,=P, T, - 460 _ where It is, in reality, an indication of the weight of air used to T2 . a60) compute the amount of air needed in a particular process. P,=rated pressure at standard Combustion air is a good example. conditions ICFM refers to the maximum flow of air (in cubic feet per P2=developed pressure at minute) of which a particular blower is capable. It is a temperature T2 volumetric capacity.When a turbo-compressor is operating T1=70°F (standard temperature) in an atmosphere of standard air, ICFM and SCFM have the T2=Temperature of inlet air same numerical value. ACFM is another abbreviation for Jor gas ICFM. Note: Inlet temperatures below 70'F will cause a Turbo-Compressor to exceed its pressure rating and ICFM capacity does not change for a given machine. may call for a motor of larger horsepower. Consult However,when operating conditions differ from standard, Factory.' ICFM (ACFM) and SCFM take on different values.This ICFM (ACFM) to SCFM relationship is affected by a variety 2. Atmospheric Pressure (altitude correction) (P = psi) of factors according to the following formulae: (P atm. P,=P, where 5. Temperature(T = °F) 14.7 (T, - 460 ) P,=rated pressure at standard SCFM= ICFM @ machine rating 1\ /1 conditions Tr + 460 P2=developed pressure at existing where T,=7Q F (std. temperature) atm. pressure T2=temp. of inlet air or gas. 14.7=atm. pressure at sea level (std.) P atm=atm. pressure at elevation in 6. Atmospheric Pressure (altitude correction) (P = psi) question (see chart) / atm. SCFM = ICFM @ machine rating t -4 a 14.7 ) Note: In the unusual event of a below-sea-level operating \ conditions. a Turbo-Compressor will exceed its pressure where P atm=atm. pressure at rating and may call for a motor of larger horsepower. elevation in question Consult Factory.' (see chart) Specific Gravity 14.7=atm. pressure at sea 3. (correction for gas other than air). level (std.) Applies to gas boosters only. (P = psi) 7. Combination of Formulae 5 & 6 (P = psi, T = °F) P,-P ( SG ) where /T, + 460 P atm. 1.00 /1 SCFM-ICFM 1 T2 + 460 ) ( 14.7 ) P,= rated pressure at standard \ C) conditions P2=developed pressure handling gas other than air 1.00=Specific gravity of standard air ' With a given ICFM, brake horsepower varies directly as the SG=Specific gravity of gas being pressure. BHP, — P, handled BHP2 P2 890980 C� 3 Value of Mercur, Column at 70' , in equivalent inches of water, ounces and pounds per square inch. "^Maier Ounces psi "Hg ''Water Ounces 0.1 . 1.36 .785 psi I "Hg "Water Ounce. pv '15 "Water Ounces psi a 0 68.00 39 489 9.9 133.28 76.979 15.0 204.00 118.620 0.2 2.72 1.571 5.0 68.00 39.275 0.3 4.C8 2.3569.9 136 64 78.764550 15.1 205.76 718.970 5.102 69.76 40.Ofi0 2° 10.0 116.00 78.550 15.2 206.72 119.396 04 544 9.742 5.2 x 70.72 40.846 10.1 137.16 79.135 15.305 208.08 720.181 7% 0.5 6.80 3.927 5.3 72.08 41.631 10.204 138.72 80.121 5 15.4 0.509 6.92 4.000 '/, 5.4 73.44 42.417209.64 120.967 0.6 8.16 4 71 J10.3 140.08 80.906 15.5 210.80 121.752 5.5 74.80 43.202 10.4 141.44 81.692 15.6 212.16 122.538 0.7 9.52 5.498 5.602 76.16 43.988 2% 10.5 142.80 82.477 0.8 10.88 6.284 5.7 77.52 44.773 10.6 144.16 83.263 15.7 214.88 124.103 15.805214.88 0.9 12.24 7.069 5.8 78.88 45.559 10.704 145.52 84.048 5% 15.9216.20 124.894 7% 1.0 13.60 7.855 5.9 80.24 46.344 10.8 146.88 84.834 1.018 13.84 8.00016.0 218.96 125.680 y, 6.0 81.60 62730 10.9 148.24 85.619 16.1 218.96 726.465 1.1 14.96 8.640 6.1 82.96 47.915 11.0 149.60 86.405 16.2 220.32 127.251 1.2 16.32 9.426 6.108 83.04 48.000 3 11.1 150.96 87.190 16.306 221.68 128.036. 8 1.3 17.68 10,211 6.2 84.32 48.701 11.204 152.32 87.976 5% 16.4 223.04 128.822 1.4 19.04 10.997 6.3 85.68 49.486 1.5 20.40 11.782 11.4 153.68 88.761 16.5 225.76 130.394 6.5 87.04 50.272 11.4 155.04 89.547 16.7 227. 2 130.394 1.527 20.76 12.000 % 6.5 88.40 51.057 17.5 156.40 90.332 16.7 227.712 171.780 1.6 21.76 12.568 6.6 89.76 51.843 11.6 157.76 91.118 16.8 228.48 131.966 1.7 23.12 13.353 6.617 89.96 52.000 3',, 11.704 159.12 91.903 5% 16.906 229.84 132.752 8% 1.8 24.48 14.139 6.7 91.12 52.528 11.8 160.48 92.689 17.0 231.20 133.538 1.9 25.84 14,924 6.8 92.48 53.414 11.9 161.84 93.476 5- 2.0 27.20 15.71017.1 233. 2 134.324 6.9 93.84 54.199 12.0 1 163.20 94.260 17.2 233.92 135.110 2.036 27.68 16.000 1 7.0 95.20 54.985 12.1 166.56 95.065 17.3 235.28 135.895 2.1 28.56 16.495 7.1 96.56 55.770 12.2 2.2 29.92 17181 7.126 96.88 56.000 3% 12.216 166.08 96.000 6 17.5 06 238.00 137.468 236.84 136.682 94, 2.3 31.28 18.065 7.2 97.92 56.556 12.3 167.28 96.616 17.6 239.36 138.254 2.4 32.64 18.852 7.3 99.28 57.341 12.4 168.64 97.402 17.7 240.72 139.040 2.5 34.00 19.537 7.4 100.64 58.127 12.5 170.00 98.187 17.8 242.08 139.826 2.545 34.60 20.000 1'/, 7.5 102.00 58.912 12.6 171.36 98.973 17.906 243.44 140.612 8°/, 2.6 35.36 20.423 7.6 103.36 59.698 2.7 36.7212.7 172.72 99.758 18. 246,16 141.398 21.208 7.635 103.80 60.000 3% 12.725 173.00 100.000 6'/, 18.1 266.96 142.184 2.8 38.08 21.994 7.7 104.72 60.483 12.8 174.08 100.544 2.9 39.44 22.779 7.8 106.08 61.269 118.3 248.38 142.970 3.0 40.80 23.565 3.0 175.44 101.329 18.3 249.12 143.756 7.9 108.80 62.054 13.0 1 176.80 102.115 18.324 249.12 144.502 9 �1 3.056 41.52 24.000 /� 13.1 178.16 102.900 Ei' /x 8.0 108.80 62.8x078.6 250.24 764.562 3.1 42.16 24.350 8.1 110.16 63.625 13.2 179.52 103.686 3.2 63.52 25.136 8.164 18.5 251.60 165.328 110.72 64.000 4 13.234 179.92 104.000 6%, 18.6 252.96 146.114 3.3 44.88 25.921 8.2 111.52 64.411 13.3 180.98 104.471 18.7 253.32 146.900 3.4 46.24 26.707 8.3 112.88 65.196 13.4 182.24 105.257 18.8 255.68 147.686 3.5 47.60 27.492 8.4 114.24 65.982 13.5 183.60 106.042 18.906 257.04 148.472 9'/,3.583 48.44 28.000 1% 8.5 115.60 66.767 13.6 186.32 106.828 19.0 259.76 150.044 3.6 48.96 29.278 8.6 116.96 67.553 13.7 186.32 707.6113 19.1 259.76 150.044 3.7 50.32 29.063 8.653 117.64 68.000 4% 13.703 186.84 108.000 6% 19.2 261.12 150.830 3.8 51.68 29.849 8.7 118.32 68.338 13.8 187.68 108.399 19.3 262.48 151.616 3.9 53.04 30.634 8.8 119.68 69.124 13.9 189.04 109.184 19.407 263.94 152.402 91/2 4.0 54 40 31.420 8.9 121.04 69.909 14.0 190.40 109.970 19.5 265.20 153.188 4.072 55.36 32.000 2 9.0 122.40 70.695 14.1 191.76 110.775 4.1 55.76 32.205 9.1 123.76 71.480 14. 19.7 267.92 153.974 42 57.12 32.991 9.162 2 193.12 111.541 19.7 269.28 155.546 124.55 72.000 4'/, 14.252 193.76 712.000 7 19.8 259.28 155.566 4.3 58.48 33.776 9.2 125.12 72.266 4.4 59.84 34.562 9.3 126.48 14.3 195.34 113. 2 20.009 270.64 157.118 -9?i 4.5 13.051 14.4 195.86 113.112 61.20 35.347 9.420.120. 2]3.36 157.904 127.84 74.622 14 5 198.56 114.683 273.36 157.904 4.587 62.25 36.000 2}: 9.5 129.20 74.622 14 19856 114 593 a 4.5 62.56 36.133200.3 276.08 1_9.475 9.6 130.56 75.408 74.7 199.32 115.-68 20.3 276 08 159,675 4.7 63.92 36.918 9.571 131.48 76.000 4; 14 805 201.28 117.03_4 T,; 20.363 276.66 160.000 10 4 8 65.28 37 704 9 7 131 92 76.193 to 3 202.64 117.039 Example: To find how many inches of mercury is equal to 3 psi, locate mercury column. A reading of 6.0 inches on the other hand 3 under the psi column and read 6.108 under the inches of is somewhat less than 3 psi, but more than 2% psi. Temperature Conversion 32 °C /,�FT 32) Absolute: Kelvin n(KF) K - C + 273 ar 0 20 „„,,i1„,4,.1,.. 60 380 400 320 440 460 ,, 500 520 640 560 580 .. ' 620 640 660 680 Q ' ... L, a I, '-. i _..,J..Wi I.J.. 40 60 60 100 120 140 160 180 200 220 240 260 280 300 320 330 3 -w -20 2I 2 ,Y f� 2 �I 8 .,. • 20.., t 0 20 40 • 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 • 6 890980 Orifice Capaci-,v Tables The graphs at the right indicate the amount of air which will Diameter'Incnes pass through various sized, round sharp-edged orifices in ''A D ' • - inch steel plate at a given pressure 9 �=�' l // _ The graphs below reflect flow through slots. Volume is given 1 -rri I /• _ - in CFM per linear foot. . ` E E F c"F J p r — _ e E_7 :E : :: __ ---,7-1:1:11-7..._=: ___ _• ___ • Z r-I-- - -- T— - -01 0 I 2 2 i 5 6 7 e a ;C :I :2 13 -+ 15 19 11 :8 19 20 Voium.da.Ft.pw Min. MOM at Set-malt Dwvter-Inc..es ID • ny .,• ", -. K 5n ". 1f 1 _____ 8 :: r..__ ..._— s ._f __ a . —_ __ .__ • 5 �— " wr 5 �� . t _. .r• ] __. — ----- _ -- -- � J __-=--,--6,--=.,-_ • z ——-- —r_ _.--T.'=—_ i z—_...r _.c-- .__ • — I� r 5 1-•-•-i--7,---,•=,—) 5 -. _ --- 0 =_ !CC .__ __.. .__ .22:: ___ CO 35G 500 0 :C .. w Y zu w v Voluw n Ica. I_ a.. s: 5_ IC. Iii: '80 '90 200 N VOl ,e^ m.-Ca.Fi.aw Min. um.-C.i.FLp.r Min.ie Width of Slat-Incaes Dwnetn'Incnes IC • ' • I D •1,,,I--ii,i i 2 2. 2 _ 2 . 3 5 —^_ --- 6 5- 5_..r• __ _._i G-� + _ 2 4 -- —, _=-____-________•____— — 4 t` 7i.-----/—__„--, tom — J •e 2 — � _ __ — ___ • 2�_ t_:,• �_— _.__ , ._ y— . �r y ZF -_ l7:at�B L - f 1,.O,_.._ 60 _..r. .___ .. ..F...ii-,...., c0 _l__o 200 300 o..a 3v: ICC] ,._.. IC.; WOO WOO 2000 0 i00 400 WO 300 IC30 ,._,. I+,:d�IBC�e00 2000 Voium..Ca.Ft.p.r M,n. Volum.-Cu.Ft.per min. 890930 1 Orifice Equivalen, Table Equivalent as to Flow C The figure at the intersection Of any column and row gives the number of small orifices equivalent in total area to one larger orifice Of a diameter and area shown in the left hand Columns. Area Orifice 'fit 5q.Inch Dia.Inch • al" lit 11/n 3'i "he %I 1e/14 1 .1963 !'e 1. .2485 vie 1.26 1. .3068 ? 1.57 1.24 1. .3712 "he 1.87 1.48 1.19 1. .4418 3'4 2.17 1.72 1.39 1.16 1. .5185 ']f, 2.65 2.10 1.69 1.42 1.22 1. .6013 1/e 3.07 2.43 1.96 1.64 1.41 1.16 1. .6903 '4qe 3.54 2.81 2.26 1.90 1.63 1.34 1.16 1. .7854 1 4.13 3.28 2.64 2.21 1.90 1.56 1.35 1.17 1. Equalization of Pipes Equivalent as to Flow The figure at the intersection of any column and row gives the total number of the smaller size lines necessary to pass the same volume with the same line loss as the single larger line. Alternate dine diameter In inches Diam.ln. 1 2 2'h 3 4 5 6 7 8 9 10 12 14 16 18 20 24 2 5.7 1 2': 9.9 1.7 1 • 3 15.5 2.8 1.6 1 4 32.0 5.7 3.2 2.1 1 5 55.9 9.9 57 3.6 1.7 1 6 88.2 15.6 8.9 5.7 2.8 1.6 1 7 130 22.9 13.1 8.3 4.1 2.3 1.5 1 8 181 32.0 18.3 11.7 5.7 3.2 2.1 1.4 1 9 243 43.0 24.5 15.6 7.6 4.3 2.8 1.9 1.3 1 10 316 55.9 32 20.3 9.9 5.7 3.6 2.4 1.7 1.3 1 11 401 70.9 40.6 25.7 12.5 7.2 4.6 3.1 2.2 1.7 1.3 12 499 88.2 50.5 32.0 15.6 8.9 5.7 3.8 2.8 2.1 ' 1.6 1 13 609 108 61.7 39.1 19.0 10.9 7.1 4.7 3.4 2.5 1.9 1.2 14 733 130 74 2 47.0 22.9 13.1 8.3 5.7 4.1 3.0 2.3 1.5 1 15 871 154 88.2 55.9 27.2 15.6 9.9 6.7 4.8 3.6 2.8 1.7 1.2 16 65.7 32.0 18.3 11.7 7.9 5.7 4.2 3.2 2.1 1.4 1 17 76.4 37.2 21.3 13.5 9.2 6.6 4.9 3.8 2.4 1.6 1.2 18 88.2 43.0 24.6 15.6 10.6 7.6 5.7 4.3 2.8 1.9 1.3 1 19 101 49.1 28.1 17.8 12.1 8.7 6.5 5.0 3.2 2.1 1.5 1.1 20 115 55.9 32.0 20.3 13.8 9.9 7.4 5.7 3.6 2.4 1.7 1.3 1 22 146 70.9 40.6 25.7 17.5 12.5 9.3 7.2 4.6 3.1 2.2 1.7 1.3 24 181 88.2 5_0.5 32.0 21.8 15.6 11.6 8.9 5.7 3.8 2.8 2.1 1.6 1 25 221 108 61.7 39.1 26.5 19.0 14.2 10.9 7.1 4.7 3.4 2.5 1.9 1.2 28 256 130 74.2 47.0 32.0 22.9 17.1 13.1 8.3 5.7 4.1 3.0 2.3 1.5 20 316 154 88.2 55.9 38.0 27.2 20.3 15.6 9.9 6.7 4.8 3.6 2.8 1.7 36 499 243 130 88.2 60.0 43.0 32.0 24.6 15.6 10.6 7.6 5.7 4.3 2.8 42 733 357 205 130 88.2 63.2 47.0 36.2 19.0 15.6 11.2 8.3 6.4 4.1 48 499 286 181 123 88.2 62.7 50.5 32.0 21.5 15.6 11.5 8.9 5.7 54 670 383 243 165 118 88.2 67.8 43.0 29 2 20.9 15.6 12.0 7.6 60 871 499 316 215 154 115 88.2 55.9 38.0 27.2 20.3 15.6 9.9 C 890980 4 8 Friction Loss Chart rThis chart may be used to compute friction losses in a piping Also: Velocity in the line may be read from the negatively system. For example, determine the friction loss incurred sloping lines on the graph. Here. to get 70 CFM when 70 CFM flows through a 2" pipe, 50' long. through a 2" line, the air must travel at a velocity of Step 1: Intersect 70 CFM and the sloping line for 2" pipe as approximately 3000 FPM. shown. Step 2: Drop a vertical from this point of intersection and read the loss/100' of line, in this case. .60Hg/100'. Step 3: Multiply the loss/100' of line by the length of run/100'. The loss for 50', then, is / .60 len91C0f run ) = .60 1 100; ) = 0.30" Hg. 10000 _ .-_ J 9000 - _ -_ 8000 . - _ 7000 -- - - _ 6000 - ' 5000 T. -_ - 4000 �b :— Vi, � - —�°° 3000 o0 2000 L - — 5,y — — o 0o p _ P °it %iti:\900 - - - .- ce G - 800 — - 4 = _ °oho_ °oo ° 600 .. —-- b �i JG 500 -- . —7' �'JO °o — 400 -. 5 rOo-° . - 300 - _- _ c...,__.__ = - _ __ p — - 200 -- s oo - _ --- - - -- ° - O 100 ,moo G - , i a 90 ♦. ti _: ..ca ♦. . 40 rZs \1 . - m 30 S`I , rcp - -- . .01 .02 .03 .04 .05.06.07.08.09.1 .2 .3 .4 .5 .6 .7.8.91 2 4Q 5�r�y 6 7-8 910 Friction Loss in Inches of Hg. Per 100 Ft. of Line With Inlet Air at 70°F. and 14.7 P.S.I.A 890380 9 Useful Convers1Jn Factors Multiply By To obtain Volume 6 lbs./sq. in.(psi) 2.036 in. mercury lbs./sq. in.(psi) 27.684 in.water Equivalent lbs./sq. in.(psi) 5.17 cm. mercury - Chart lbs./sq. in.(psi) 70.317 cm.water lbs./sq. in.(psi) 0.0703 kg./sq. cm. lbs./sq. in.(psi) 703.09 kg./m' CFM Ma/Hr. CFM M3/Hr. oz./sq. in. 1.732 in.water oz./sq. in. 0.127 in. mercury —10.000 —17,000 — —20,000_ — 34,000— oz./sq. in. .0.323 cm.mercury - - - oz./sq.in. 4.394 cm. water - 9500 —16,000— - 19.500' — 33,000— in.water 0.0735 in.mercury - - - - - - - - _ in.water 0.576 oz./sq.in. 9000 —15,000— 19.000- — 32,000— in.water 0.036 lbs./sq. in. in.water 2.5 cm.water - _ _ mm.water 1.0 kg./m2 - 8500 -18.500- - - —14,000— _ _ — 31,000 — in. mercury 7.855 oz./sq.in. - in. mercury 0.491 lb./sq.in. - 8000 - - — 18,000— - - in.mercury 13.58 in.water - in.mercury 2.54 cm.mercury — 00— - - — 30,000— - in.mercury 345.3 kg./m+ — 7500 - - — 17,500— 3 - - gal.water 8.33 lbs. _ — 12,000— — 29,000— gal. 0.1337 ft,, — 7000 - 17.000 ft.' 7.48 . gals. - - - - - ft.' 0.0283 ma - 28.000_ horsepower 746.0 watts 6500 - 11.000- : 16.500- kilowatts 1.341 horsepower - - - - ma/min. 35.2 cfm — 6000 — 10.000— —16,000— — 27,000 — cfm 1.6992 m'/hr. _ - - _ ,_ - Q — 5500 — 15.500— Absolute Pressure At Altitudes — 9000 — - — 26.000— Above Sea Level - j Based On U.S. Standard - 5000 - - - - 15.000- Atmosphere - - - - 8000 - : - 25,000- Altitude Pressure - 4500 - 14.500- Feet In.Hg. psi - - - 0 29.92 14.70 4000 - 7000 - - - - - 24,000- 500 29.38 14.43 - - 14,000- 600 29.28 14.38 _ - - - - 700 29.18 74.33 - - - 800 29.07 14.28 - 3500 - 6000 - - 13,500- - 23,000- 900 28.97 14.23 - 1.000 28.86 14.18 - - - - - - 1.500 28.33 13.90 - 3000 - 5000 - ^ -13.000 - 22,000 - 2.000 27.82 13.67 - - 2.500 27.31 13.41 - _ - - 3.000 - - - - - 3.500 26.82 12.92 - 2500 - 12.500- 4.000 25.84 12.70 - - 4000 - - - - 21,000 - 4.500 25.36 12.45 - 2000 - - - 5.000 24.89 12.23 _ - 12.000- ^ 5.500 24.43 12.00 - - 3000 - - - 20,000- 6.000 23.98 11.77 _ 6.500 23.53 11.56 - 1500 - _ - 11,500- - - 7,000 23.09 11.34 - _ - 7.500 22.55 11.12 - - 2000 - 8.000 22.22 10.90 _- 1000 - - - 19,000- 8.500 21.80 10.70 - _ - 7 11,000- _ 9.000 21.38 10.50 - - - 19.500 00 20.98 10.90 - 500 - 1000 - _- 10,500- - 18,000 - 10.500 20.18 20.5819.9110.10 - - - - - 11.000 19.70 9.73 10.000 - - 17,000 - 11.500 19.40 9.53 _ - - � 12.000 19.03 9.35 12.500 18.65 9.15 13.000 18.29 8.97 13.500 17.93 8.81 14,000 17.57 8.63 14,500 17.22 8.46 890980 75.000 16.88 8.28 10 t Pressure Equivalent Chart In. In. mm mm In. In. mm mm Water Mercury PSI Mercury Water Water Mercury PSI Mercury Water —95— —7 .. 2400= _190_ - - _ - _4800 —90= _ _ _ _ —170^ — 2300 — - _ - _ 350^ —4700— —185— - _- - — 2200 — - - —4600 --85— —160— - — 340— ` - . —180-- _ _ —2100 — -4500—. 13- -80- -150- _ _ - 330- -2000- -175" - - —4400— 75 _ _ _ _ —W0- -1900 - —170— _ - —"320— —4300 _. 70_ - - • -1800 -3 _ - - —6.0^ _4200 310— _ - n —2.5— —130— —165— - - _ - - - - _ —1700 — _ - - —4100 ` - —120— —160^ - - - - — 300— - _ _ — 1600 — _ - - - - —4000 f— \/1 -60. _ - - - _ - - - _ _ —110 — -1500 = —155— — 290^ _3900_ 55— _ _ —20— 1400 —380 —150^ — 17 -" - - 280^ 0 -100- - _ _ -1300 _ - - _3700 -50- - - - _ - _145_ - - 270- : ] - _ _ _ -90 - - 1200 - _ - -3600 - - 45� _ - - - - _ _ -80 _ -1�--1100 - -5.0- _ 260- -3500 - - - - - -10- - - - - - - 1000 -� - - _ _ _ -135_ - 250- _3400 - -70 - _ - - - -35- - _ - _900 -. _ - - _ - -3300 - - - -130- - - _ _ -60 - - 800 _ _ - - _ _ - 240- _30- _ - _ - _ _ - -3200 - 125_ -4.5- _ 2 _ -1.0- -50 _ = 700 _ _ _ - 230-- _3100 ^ 25- - - - - -- 600 600 ., -120-_ _ _ _ _ _ -40 _ _ _ _ - 220'- -3000 -20- _ - - - - 500 - - 115- - - _ -2900 - - - _ _ - - - 210 = - 15-. _ -30 _ 400 - - - _ -4.0- _2800 - - - 110- _ - 1 - - .5 _ -8 - - _ -10, _ - -20 - - 300 - - - - - _ 200- -2700- ` - - . - ..105-L - _ _ - - -- - 200 _ _ _ _ - :-2600 5-. -10 - - - 190^ - -100 - ^100- _ _ - _ 2500-a . - - - - - -, ,- ^3.5- - - 890980 eK 1 ,� .r. 4 � f ,.'.� H' t 1 k x r, v4 4 NI b�1 it • �x �{ crv4 �1 1j ',a.':E41... T,p t "j n 13 t�"1RW 11v,a via �est;;� Y1.� ��' .} .+ YYf'4' L f • , ?fir *' � � ,4 reict.04b .,,t,f7g/Firoc it; I I4 • • • • ..• • • • • • • } BLOWERS AIM EIMIUSIBIS • • • lir • • k' • • • •. SPENCER ■ ■ ■ manufacturing approach yielding the most cost effective and reliable line of blowers and ex- THE MARK OF QUALITY hausters in the entire air- oving industry. Effi- ciency and reliability i ms built in to our products IN CENTRIFUGAL 1L without added expense to the customer. �'/ T We hope that you will become a Spencer cus- BLOWERStomer and assure you that the product which v you will purchase will be of high quality, backed AND EXHAUSTERS by SPENCER, THE MARK OF QUALITY IN BLOWERS AND EXHAUSTERS. Since Spencer built its first centrifugal blower a century ago, we have designed, manufactured CONSTRUCTION and put into operation over a half million machines, for practically every application, in HIGHLIGHTS all types of industry. As a matter of interest we have passed the three million installed horse- Spencer blowers and exhausters cover an ex- power mark world-wide, a record by any stan- tensive line of multi-stage machines used in a dard in the midrange centrifugal air/gas blower wide range of applications for air/gas services. industry. These high precision and reliable machines are Spencer blowers and exhausters can meet the available in over-hung, four-bearing overhung, requirements for a wide range of applications in and four-bearing outboard construction; all such industries as: meeting the process specifications and Chemical and Petrochemical Spencer's toughest quality standards in the air Air/gas boosters, combustion air, carbon black, moving industry. Some of the outstanding fea- sulfur recovery, waste incineration, coal gasifi- lures of our units are: cation, fluidization, fermentation, spillage and material recovery. Housing, Inlet and Outlet Heads Metal Processing and Mining The blowers and exhausters are manufactured Ore floatation, cupola blowers, coke oven gas, of high grade, heavy gauge, cold rolled steel combustion air, metal strip drying, vacuum with a tensile strength of 50,000 psi, welded cleaning, electro-plating. and reinforced, resulting in extremely durable Food and Beverage and rugged construction. Inlet, outlet and hous- Washing, yeast agitation/fermentation, can and ing are of a single unit frame, providing higher strength. Fabricated housing also permits eas- jar drying, vacuum cleaning, aquaculture. ier application of special alloys where corrosion Waste Water Treatment resistant material is required. Flanged connec- Municipal and industrial, sludge clarification, tions are drilled to 125 lb. ANSI standard. pond and channel aeration, grit chambers aeration. Impeller Shaft Assembly and Seals Pulp, Paper and Textile The rotating assembly within the housing has ample clearance — no less than 1/8-inch. The Fluidization, paper dewatering, textile drying, composite impellers fabricated of high-strength black liquor oxidation, chip conveying, waste aluminum alloy or steel are mounted on a pol- tow conveying. ished, selected carbon steel shaft designed to Our long and consistent history of being at the operate at a minimum of 20 percent removed forefront of compressor design and innovation from its first critical speed. To minimize shaft is no accident. It comes from: leakage, depending on the application, we uti- • Building quality products that will lize (1) Vellumoid seals, (2) lead/graphite die meet the reliability demanded by the formed packing, (3) stuffing box, (4) mechanical process. seals and/or (5) inert gas injection. To further Spencer products are designed and manufac- reduce leakage Spencer also manufactures its tured to meet the specified performance as uniquely designed hermetically sealed gas well as the physical reliability demand of the booster. The entire rotor assembly is dynami- process. A century of blower manufacturing cally balanced to ensure mechanical operation know-how supported by thousands of installa- below 1.5 mil total amplitude on the bearing tions, has resulted in a Spencer design and housing at design speed. Tip speed 8902,80 of the rotating assembly does not exceed Performance and Testing 475 FPS. Spencer blowers and exhausters are rigidly • Bearings and Lubrication tested for performance, in addition to mechan- ical run-in. Actual performance ratings conform The anti-friction precision-fit ball bearings are with the latest addition of the ASME Power Test selected to operate under maximum load with- Code. Spencer can provide Spin and Dye Tests, out undue heating, thus minimizing possible Sound Level Tests and Signature Vibration costly down-time. They are sized and selected Analysis. to L-10 rating life per AFEMA Standard 9. Bear- ing lubrication is accomplished through a sim- ple grease system. CAPACITIES AND OPERATION Kg/cm2 pig 1.12 16 98 14I30 eliek 42 5e^e _ -e:.cp ( I .J{ 84 12 -E-ss .70 w 10 56 w 8 `' u 20 &24 Serves _ d I • 42 6 1 T x 1 ! s tee. _ i' .28 4 t ' i'.- I .. 14 Q r 3.-1-":4R t. cfm 100 200 500 _00 2.000 5,000 10.000 20,000 \LET CAF?,Gr• A M7Min 3 6 1.1 __ _zz _ 1.:i 283 566 a P Capacities of Spencer blowers and exhausters machines are most suitable for higher flow range to 20,000 cfm (622 M3/min) with pressure rates in parallel operation, and in series for in- to 15.5 psig (1.08 kg/cm=) and vacuum to 13 Hg creased pressure or vacuum. Air volume varia- (4470 mm H2O). They are designed for direct ticns can be obtained through the entire range drive, two pole motors turning at nominal speed of machine by throttling of an inlet valve. of 3500 rpm. The units are also available for di In addition to standard electric motor drive, the 1 rect drive operation at 1750 rpm with flow rates Spencer units are adaptable to Steam Turbine, to 25,000 cfm. We utilize a wide range of im- Gear increaser and V-Belt drive arrangements. peller configurations and constructions — from Only Spencer can provide the exact volume, a full radial to full backward curved blade de- pressure, vacuum or horsepower needed for signs in an unlimited range of diameters and specific processes. widths to meet any specific volume, pressure. vacuum, or horsepower within our range. The 830980 E STANDARDOVERHUNG suitable fora wide range of pressure or vacuum The Spencer Turbine Company is proud of its The Standard Overhung design is also the 6 Standard Overhung design blowers and ex- basis for Spencer's unique Hermetic blowers, hausters. This simplified design and construc- used whenever elimination of shaft leakage is tion approach, with impellers mounted directly important. The air/gas is delivered clean and on heavy-duty extended motor shaft, results in pulsation free for requirements tabulated a compact, low noise, and rugged equipment below. Capacities Volume Pressure Range Vacuum Range RPM I.C.F.M. PSIG Inches Hg. 3500 up to 7,000 (198 M3/min) 5.5 (.39 kg/cm2) 8 (2750 mm H2O) 1750 up to 18.000 (510 Ma/min) 2.7 (.19 kg/cm2) 4 (1375 mm H2O) CUTLET r. 4 Pt', 1 . . . . I • _u IF, INLET Ir if \-- hi\ F. ' SpencefF -4 tr t x. -.l _ ..-.2) Shaft Sea, '3) Impeders4) Interme=5) Meter Snar. . . ... ......... ....... .. 890980 FOUR BEARING bon steel shaft. Statically and dynamically bal- anced rotating assembly assures smooth and OVERHUNG quiet operation. �+a ■ Anti-friction select-fit precision ball bearings High pressure or vacuum requirements beyond support the rotating assembly from a rugged the standard overhung capability influenced the bearing bracket physically isolated from the development of these highly efficient and de- air stream. pendable machines. Designed for direct connection to electric The composite fabricated aluminum alloy or motors, they can accommodate other drive steel impellers are mounted on a polished car- arrangements. Capacities Volume Pressure Range Vacuum Range RPM I.C.F.M. PSIG Inches Hg. 350C up to 7,000 (198 M3/min) 8 (.56 kg/cm2) 10 (3436 mm H20) 1750 up to 18.000 (510 M3/min) 2.7 (.19 kg/cm2) 4 (1375 mm 11,0) CUTLET } ro X A t q ;. I INLET ( Iii( r_-7-:. ^ i 1 . •ro at/ 4-EIP -- 1) licusorc 2) Se ngs _ ��'.�� -klg \ 3) Seat nc bracket assecc �✓_ ` _arm;-._ .7 4) $hart Sesi `� IV 5) lmpeilers 6) Intermediate Deflect:- ' -- - - - 7) Shaft i " 41- L. 890980 I FOURBEARING quiet and reliable operation. offering unique features such as self-aligning radial ball bear- \ OUTBOARD ings at each end of the rotor assembly. The r� thrust bearing at the inlet side is a special pre- Spencer's largest Blowers and Vacuum Produc- loaded angular contact bearing. ers are of the more traditional Four Bearing High efficiency impeller designs are provided to Outboard design. These highly efficient and reduce power consumption. Quiet and stable rugged machines suitable for both high flow operation, ease of installation and reliability of and pressures are made from heavy gauge ma- performance all have made these units ideal for terial commensurate with elevated operating continuous unattended service. Designed for pressure. direct connection to electric motor, they can ac- They are built for continuous, low-maintenance, commodate other drive arrangements. Capacities Volume Pressure Range Vacuum Range RPM I.C.F.M. PSG Inches Hg. 3500 up tc 20,000 (622 h1=/min) 15.5 (1.08 ka/cm=) 13 (4470 mm H2O) 1750 up to 25,000 (778 M';min) 10 (/ kg;cm=} 8 (2835 mm H2O) OUTLET INLET 1) Housing .A 1:,, /„ ;,i 2) Inboard radial bearing assemciy(F'c_re 1) a 3) Packing box/shaft seal accve 7.5 psc(Fcure 2) 1 •- - h 4) Impellers f�-f 5) Intermediate Ceflecor 7 j 6) Shaft --'aR r)tan hI� Y. - 7) Inlet Baffle I 3 i t ₹ - '-...i; 8) Shaft Seal . !!}333 9) Outboard tandem - �{ -..e.t : I �."`,. -71, - .. ib ' :t itinS.'1. bearing assembly - - �- I f � Iii I Gy / ax e z I I o .f,- ' ee _--. _ ... ...I I i - 1.! • L ��. It J t - ,'- L = nn®` iS0 i MACHINESFOR boosters to sophisticated blowers conforming with "Quality Assurance Criteria for Nuclear SPECIALPower Plants." If your process demand falls within the above parameters, we can help you APPLICATIONS to meet your requirements. • HIGH TEMPERATURE — TO 1100°F High Temperature A vita-ea sre.,!h:cr •,:—.-_-, -.:::r=: Gas Booster with • HIGH OPERATING PRESSURE — TO 300 PSI true.::so =s.3 ano_c.° = r a • LEAKAGE FREE — TO 10 ,Cm'/sec case: sae- -. • CORROSiVE - GASES AND ENVIRONMENTS prcce ac°t, ?LI -;� Building from a wide variety of commercially available metals, such as steel, stainless-steel, i L _, .; Cor-Ten steel. aluminum, mane!. hastelloy. � ' :: brass and titanium, in forms we use, is where 4 I ■ A S -O `! Spencer proves its dominance in the field of ,1- _ , . 2 special blowers and exhausters. The high Ares- I v G a sure blowers can be manufactured to conform 1.., "'� to ASME Code specifications. Spencer's spe- r - - ` cial design group is capable of developing and l --- --="' selecting blowers and exhausters for your spe- cific application needs from simple natural gas High Pressure A shaft-sealed Gas .N�.,• ,- 1 booster with 150 PSG es` '�' te " ' , inlet to a discharge ¶ iIiIiIi1I1!! :71. :1;1"-. 'r1:1?4t.--311",:t-- ;s11::_i‘i.:i-± .4 if-; 'ureoste- se_ ea.. .:.�- rt $ aro( � •::tie . a__e:e'e:cr'ac:lit r. Fig. 1 Fig. 2 Fig. 3 Inboard Radial Bearings Packing Box/Shaft Seal Outboard Tandem Bearing misar_ammo "" _ . � . 'irC� I I i� I ^V EL . 1 1. Shaft 2. Casting Fa^ 3 Grease Grain 4 Lir;s: Washer 5- Thrust Searing d S Pa-.a. -a-.r E —) c to :.T se 7. Searing Heus,ne 5 Fear-ng Lock Nut arc Waster 9. Bearing Ca: 70. Lucnca:urn Cu:� Follower Cap 12.Adjustment Nut 13. Lea: Grapntte Seat 14. Housing Plate 1_ Gasket Slucge clarification — one of the eignt blowers Dust control — two exhausters providing on mobil bridges In a large waste water treat- suction in a dust control system at a pharma- ment facility. ceutical fag lity is - , +x`: .,..e.s..„.... li. Aeration — Bark of five blowers in an industrial Process air — two blowers providing air for flo- waste water treatment plant. tation cells it nn a mining operation. r r S ) t k -r n' ^ I i� �� 1 r •!° •-1 ..n. a.:3g� ...ist: It*nrOS = �._ to `tl'rif, , . V b- . tiy. `� j' Y-Mw xer t• • xy.� y ' C '�-F �-_.-_ •-.i.fi..-�¢, ...--;( 14:3,--..-7. ,_?.r�;e. .:� f!-i� �1 '6r 1, a y. . t CONSICONSIDER THESE Easy Installation DER e THESE L Regardless of compressor size and its driver. U fTURES . ■ ■ there i tions.need for special support cr founStable Operation The blowers and exhausters have a total range Choice o₹ Drives cf stable operation with surge occurring at ac- Spencer blowers and exhausters are designed proximately 30°o-40°a of the machine capacity. for direct drive. two-pole or four-pole motors Their ideal characteristic curves make them turning at nominal speeds cf 3500 RPM or most suitable for parallel operation. 1750 RPM. With the exception of standard overhung ma- Low Noise chines. ail Spencer units are acaptabie for drive Noise level is a: its lowest cue to the free pas- arrangements with tear increasers. V-befits. saceof h the assembly. steam. turbines or gas engines. air throuc�� rotor a__E.m,;�y, inter-stace housinc. the discharce outlet design and the low tip speed. Parts and Service Spencer uniquely cuarantees the total avail- Oil-Free ability of standard parts usec in its products The complete absence of internal lubrication and of a competent technical customer service cuarantees delivery of oil-free air or gas. department. a 8909 V0 t.'> . ..� ..w The Spencer Turbine Company, 600 Day Hill Road, Windsor, CT 06095, (203) 688-8361 Telex 99281 APPENDIX B AIR EMISSION PERMIT 890980 • • CaLCRADO DEPARTMENT OF HEALTH Air Pollution Control Division ' ` /876_4- Telephone: (303) 331-8511 •. V. :•n.A PERMIT N0. 88TE161` INITIAL AFI:FiOVAL G DATE ISSUED: Novembe :.16, 1988 ,:;.• _ FINAL AFFROVAL ❑ ISSUED TO. . '_: h1TETtl1ATIQNAL PROCESS L E4RCH K s i w R 5 CLRR?R�ITION THE SOURCE TO WHICH .THIS PERMIT APPLIES IS DESCRIBED AND LOCATED AS FOLLOWS • - -• - Biomet=oa-? waste incineration facility located 'at 5906 McIntyre -mod, -Golden, :Jefferson County, Colorado:• • THE SPECIFIC EQUIPMENT OR ACTIVITY SUBJECT TO THIS PERMIT INCLUDES 7HE FOLLOWING. Operation of a rotary k:? 3 feet in diameter and 3.3 feet in length, for incineration cf biomedical waste rated at 750 pounds. per hour. The unit is equipped with an acid gas scrt:bcer and a • ,,THIS PERMIT IS GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF.THE-COLORADO AIR QUALITY CONTROL COMMISSION AND THE COLORADO AIR QUALITY. CONTROL ACT C.R.S. (25-7-101 et sec) , TO THOSE GENERAL TERMS AND CONDITIONS SET FORTH CN THE REVERSE SIDE OF THIS DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS: 1. Qceraticn of the equipment shall comply with Colorado Air 0;:alit,- Control Regulation Ne.6.III, New Source Perfor arce Standards (NSPS} for Incinerators as follows: a. Visible emissions shall not exceed 20e.oracity, b! Particulate emissions shall not exceed 0. 10. grains per dry standard cubic foot corrected at 12% CO2. , , • ., c. Summarized monthly records of daily burning rates and hours of • ��pp����,pp��pp��oceration and any particulate emission.measurements sha21 be '_ ,. _, ',••.- 890980naintained and retained for at least two (2) years following the�date of such records and summaries (Regulation No. 6, III.D.:') IM NATIONAL Pr.Cr5SS RESE1RC1 CC2FCR1TICN Emission Permit No. 88JE161 Initial Approval Page 2. , 2. Charging rate shall be limited to 750 pounds per hour and 1500 tons per year of biomedical waste.' Higher charging rate shall be approved by the , .. ,Division only if the equipment can demonstrate compliance with all permit . . requirements at such a higher rate. 3. The equipment shall be equipped with waste feeding mechanism that will automatically cease charging of .waste through the use of an interlock • system if: . a. The incinerator secondary combustion zone drops below 1800°F for a • 15-minute period, or .. b. The carbon monoxide emissions are equal to or greater than 150 ppmv corrected to 7% 02 on a dry 7-acis for a 15 minute period. 4. Luring start-up, the primary waste burning chamber shall be preheated to operating temperature of 1400°F and the secondary combustion zone to at • least 1800°F prior to charging waste. 5. During shut-down, the secondary combustion zone temperature shall be . maintained at 1800°F or above until the waste is completely- burned. . 6. ': Upset conditions shall be reported to the Division as soon as possible butt " no later than two (2) hours after the start of the next working day, followed by- rritten notice to the Division. 7. The incinerator shall be equipped with continuous temperature monitoring and recording device in the primary combustion chamber and the exit of the secondary combustion zone. Sensors shall be located such that flames from the burners do not impinge on the sensors. The temperature records shall be maintained and retained for at least two (2) years and shall be made available to the Division representatives upon request. 8. The incinerator shall be equipped with instruments for the continuous monitoring and recording of oxygen and carbon monoxide concentrations. These monitors shall be co-located upstream of the air pollution devices. The continuous emission monitoring method and procedures as well as equipment calibration shall be approved by the Division. • • 890%0 • LVfNATICNAL PRCCESS RESEARCH CCRPCRATI..V Emission Permit No. 83.7E161 Initial Approval Page 3. 9. A source compliance test shall be conducted within thirty (30) days after ' commencement of operation to prove compliance pursuant to New Source Performance Standards,requirements. The test protocol must be in • accordance-with the requirements of the Air Pollution Control Division _ • :Compliance Test Manual and shall be submitted to the Division for.review .' and approval. The test shall be conducted at the maximum capacity rate as proposed by the applicant. The Division reserves the right to require IPRC to conduct further source tests at any time if it is determined to be • necessary by the Division after the initial compliance tests. . 10. Source tests shall be conducted for: .a) particulate matter; b) NCI; c)• d) arsenic and compounds (expressed as arsenic); e) beryllium and compounds (expressed as beryllilmn); f) rarlmium and cempourds. (expressed rarmiin); g) hesavalent chromium and compounds (expressed as chromium); h)': ,:.• lead and compounds (expressed as lead); i) me_oury and compounds (expressed as mercury); j) nickel and compounds (expressed as nickel); 1) P:.DD and P DF (expressed as 2,3, 7,8, TCDD equivalents) . 11. At all times, including perirrls of start-up, shut-down and malfunction, the unit including associated air pollution equipment shall be maintained .-;77.-< -;:- and operated in a manner consistent with good air pollution control •: _F. practice for minimizing emissions. Determination of ctether or not acceptable operating and maintenance procedures are being used will be }aced on information available.to the Division=which may include, but`is not limited to, monitoring resultS, opacity observation, review of operating and maintenance pro -c-i ..res and inspection of the source. 12. The unit shall comply with •HCl emission limitation of 30 parts per million dry volume corrected to 7% O2, hourly- average; or shall be reduced by 90% by weight on an hourly basis. 13. The unit shall comply with Carbon Monoxide (CC) emission limitation of 100 parts per million dry volume corrected to 7e O2, hourly average, as measured at a location upstream of the control devices. *714. The source shall comply with Colorado Air Quality Control Feg.11ation No. 2 concerning odor limitations at all times. 15. There shall be no radioactive material of any type burned in the incinerator. The facility shall be equipped with c=4a=n counter whereby all caste entering the process area must be scanned to detect any radioactivity. Should a radioactive material be detected, it must be handled accordingly and returned to the caste generator . 16. .The handling, transport and storage of biomedical paste shall be in accordance with the instruction and requirements of the Hazardous Material and Waste Management Division and Center for Disease Control guidelines. . 17. All ash removal from the incinerator shall occur in an enclosed area. It shall be wetted prior to handling to minimize the potential for generating airborne dust. There shall be no visible emissions to the outside air when ash is removed from the facility or during transport to th sposal site. Ash shall be completely enclosed during transport. • • 27. 1.11 -CNI-:L Pa= R -s Et CCF . I C.V • E�1 Gsi ca Fermi t No. 88.1-2161 ' r71tial Accroval : - . 7d AZ l zrclne^=t a waste 1 Jbe „ccp1; 1 buraec' , t5ere sca11 be no. Cle: urburne^ Eameast of e=an the asn c .- Yt... _ a 19 A cLa11f2e^ anc trazne^ cte atom2 sna17 orese_^L at Otte fac111ty during ' •cbe_aticn of t5e incise titor.' RCs .all ccc.ne.nt to t�'e Dlvis fica zon the.' . - ition and tr._1.:m b"•undergbreby re�tFs o _^atar..'A• training pro or raoual shall be sul-m4 tted to •the'D v;s+Cn Ch w111 include t- cer r aste h2naiir tr cec,lres, 1 _ , r. — - -• r ' ":- .. SCE t1f1 C3 tS CR "Of ws st t1�.,E,"aC Dta''Jle"'"f0 1nC.SIe �� Cn, r.. Incinerator design arc wzs,.d c nbusticr tier , Cr t1On, :s Lt-corn and-nza_ tena_ c _ .� _cab?e air pc lluti cc rer a _CPS, •� pol 7 Tut Cn C ^t:ol e^ .1rr' L Of;24:1:c Lit's Of �S CS ._ . � C er '^ oce :. Gr LTC L7e "t 7• •Crce a a a __^?^. _ J V_S_O_e E S_-Cn va1iat.on Cct.se being by._t5e Division:'' - • Z0 TFe Fern_t nLmce^ sra17 be -c1 m yec cr tate suoject ecui:meat for ease',ofade_^tification t - - 21 Gas _r ct_en- ft is source as: c_..r r _t.5in 18 mcnt5s Of initial '...,. _ ^�v"'7.:,terz_t 1 eranc or._w _—^ 1 .mc-t`_s-of .tne Stm -ate stater_• . ' '. ,._., et 2. :1 _CP_. " li CC.T :e__C_.e t CJes.nOt CCCt;.r w-_t.__^ t7B statB:'..,tine the te_-:._.- ;77 en 4,--. Cn .Ma' 16 , 1990 • . . . Condition No. 6. , _ _e-. I on the reverse side Of the firs: pass of t:_S Le_^1t) . APPENDIX C CENTERS FOR DISEASE CONTROL RECOMMENDATIONS 6969W REFERENCE ALE 2t_9617 _— (/ Jun. 24. 1988 lucous membrane, and ne pathogens. In addi- n important adjunct to R L June 24, 1988 / Vol. 37 / No. 24 auras to blood (3,4), 377 Update: Universal Precautions forNI re published in August Prevention of Transmission of Human a received requests for Immunodeficiency Virus. Hepatitis B universal precautions Virus. and Other Bloodborrte Sotomy, 4) selection of Pathogens in Health-Care Settings led for making changes mrsal precautions. uids containing visible n WEEKLY REPORT ire workers by blood is of HIV,HBV, and other pontrol efforts for HIV, g exposures to blood f F. evention and Health Promotion etions. Although both of HIV and HBV,they patient to health-care :> ttions for Prevention of Transmission of Human o semen in the usual Virus, Hepatitis B Virus, and Other Bloodborne g gloves for perform- hngens in Health-Care Settings posure to potentially wing fluids: cerebro- pericardial fluid, and ` se fluids is unknown; Ir s to clarify and supplement the CDC publication entitled g are currently inado- revention of HIV Transmission in Health-Care Settings" cupational exposures amniotic fluid (6-8), a ocument entitled "Guideline for Isolation Precautions in , and peritoneal fluid .. taneous exposure to fed a section entitled "Blood and Body Fluid Precautions. s aseptic procedures this section called for blood and body fluid precautions es protect health-care c suspected to be infected with bloodborne pathogens. In Iting injuries due to ed a document entitled "Recommendations for Prevention :a"-h-Care Settings" (1 ). In contrast to the 1983 document, to inded that blood and body fluid precautions be consis- ions, sputum, sweat, risk of transmission its regardless of their bloodborne infection status. This nor nonexistent. HIV b- iy fluid precautions to all patients is referred to as )me of these fluids: d; Fluid Precautions" or "Universal Precautions." Under nity setting have not )od and certain body fluids of all patients are considered ( and HBV infections t 'man immunodeficiency virus (HIV), hepatitis B virus potential source for thogens, and recom- rr : pathogens. Pathogens have been ion should be consulted for general information and specific ss i in this update. t . 6909130 12 D.C.20x37 1J Occupational Safety 8 Health Reporter 21.9618 nEr EP.ENCE TILE Vol.37 / No. 24 MtAWR 379 Upoate: HIV — Continued Precautions for Other Body Fluids in Special Settings Human breast milk has been implicated in perinatal transmission of HIV, and HBsAg has been found in the milk of mothers infected with I-48V (10,13). However, occupational exposure to human breast milk has not been implicated in the trans- mission of HIV nor HBV infection to health-care workers. Moreover, the health-care worker will not have the same type of intensive exposure to breast milk as the nursing neonate. Whereas universal precautions do not apply to human breast milk, gloves may be worn by health-care workers in situations where exposures to breast milk might be frequent, for example, in breast milk banking. Saliva of some persons infected with HBV has been shown to contain HBV-DNA at concentrations 1/1,000 to 1/10,000 of that found in the infected person's serum (75). HBsAg-positive saliva has been shown to be infectious when injected into experi- mental animals and in human bite exposures (16-18). However, HBsAg-positive saliva has not been shown to be infectious when applied to oral mucous membranes in experimental primate studies (78) or through contamination of musical instru- ments or cardiopulmonary resuscitation dummies used by HBV carriers (19,20). Epidemiologic studies of nonsexual household contacts of HIV-infected patients, including several small series in which HIV transmission failed to occur after bites or after percutaneous inoculation or contamination of cuts and open wounds with saliva from HIV-infected patients,suggest that the potential for salivary transmission of HIV is remote (5,13,74,21,22). One case report from Germany has suggested the possi- bility of transmission of HIV in a household setting from an infected child to a sibling through a human bite (23).The bite did not break the skin or result in bleeding. Since the date of seroconversion to HIV was not known for either child in this case, evidence for the role of saliva in the transmission of virus is unclear (23). Another case report suggested the possibility of transmission of HIV from husband to wife by contact with saliva during kissing(24). However,follow-up studies did not confirm HIV infection in the wife (21 ). Universal precautions do not apply to saliva. General infection control practices already in existence — including the use of gloves for digital examination of mucous membranes and .endotracheal suctioning, and handwashing after exposure to saliva — should further minimize the minute risk, if any, for salivary transmission of HIV and HBV (7,25). Gloves need not be worn when feeding patients and when wiping saliva from skin. Special precautions, however, are recommended for dentistry (11. Occupationally acquired infection with HBV in dental workers has been documented (4), and two possible cases of occupationally acquired HIV infection involving dentists have been reported (5,26). During dental procedures, contamination of saliva with blood is predictable, trauma to health-care workers' hands is common, and blood spattering may occur. Infection control precautions for dentistry minimize the potential for nonintact skin and mucous membrane contact of dental health-care workers to blood-contaminated saliva of patients. In addition, the use of gloves for oral examinations and treatment in the dental setting may also protect the patient's oral mucous membranes from exposures to blood, which may occur from breaks in the skin of dental workers' hands. Use of Protective Barriers Protective barriers reduce the risk of exposure of the health-care worker's skin or mucous membranes to potentially infective materials. For universal precautions. • 890980 Occupational Safety& Healtn Reporter 14 S-7.32 OSHA SIANCARD DIP I'JC 21:9619 380 MMWR June 24, 1988 Update: HIV — Continued protective barriers reduce the risk of exposure to blood, body fluids containing visible blood, and other fluids to which universal precautions apply. Examples of protective barriers include gloves,gowns,masks, and protective eyewear.Gloves should reduce the incidence of contamination of hands, but they cannot prevent penetrating injuries due to needles or other sharp instruments. Masks and protective eyewear or face shields should reduce the incidence of contamination of mucous membranes of the mouth, nose. and eyes. Universal precautions are intended to supplement rather than replace recommen- dations for routine infection control, such as handwashing and using gloves to prevent gross microbial contamination of hands(27).Because specifying the types of barriers needed for every possible clinical situation is impractical, some judgment must be exercised. The risk of nosocomial transmission of HIV, HBV, and other bloodborne pathogens can be minimized if health-care workers use the following general guidelines:' 1. Take care to prevent injuries when using needles, scalpels, and other sharp instruments or devices;when handling sharp instruments after procedures; when cleaning used instruments; and when disposing of used needles. Do not recap used needles by hand: do not remove used needles from disposable syringes by hand: and do not bend, break, or otherwise manipulate used needles by hand. Place used disposable syringes and needles, scalpel blades,and other sharp items in puncture-resistant containers for disposal. Locate the puncture-resistant con- tainers as close to the use area as is practical. 2. Use protective barriers to prevent exposure to blood, body fluids containing visible blood,and other fluids to which universal precautions apply.The type of protective barrier(s)should be appropriate for the procedure being performed and the type of exposure anticipated. 3. Immediately and thoroughly wash hands and other skin surfaces that are contam- inated with blood, body fluids containing visible blood, or other body fluids to which universal precautions apply. Glove Use for Phlebotomy Gloves should reduce the incidence of blood contamination of hands during phlebotomy (drawing blood samples), but they cannot prevent penetrating injuries caused by needles or other sharp instruments.The likelihood of hand contamination with blood containing HIV, HBV, or other bloodborne pathogens during phlebotomy depends on several factors: 1)the skill and technique of the health-care worker,2)the frequency with which the health-care worker performs the procedure (other factors being equal,the cumulative risk of blood exposure is higher for a health-care worker who performs more procedures), 3) whether the procedure occurs in a routine or emergency situation (where blood contact may be more likely),and 4)the prevalence of infection with bloodborne pathogens in the patient population. The likelihood of infection after skin exposure to blood containing HIV or HBV will depend on the concentration of virus (viral concentration is much higher for hepatitis B than for HIV), the duration of contact. the presence of skin lesions on the hands of the health-care worker, and — for HBV — the immune status of the health-care worker. Although not accurately quantified, the risk of HIV infection following intact skin contact with infective blood is certainly much less than the 0.5% risk following percutaneous *The August 1987 publication should be consulted for general information and specific recommendations not addressed in this update. 890980 9-28-8a Published by THE BUREAU OF NATIONAL AFFAIRS.INC..Wasnmgton.O.C.20037 15 21.5620 REFERENCE FILE Vol 37 / No. 2,1 MMWR 381 Uccate: HIV — Continued neeclestick exposures (51. In universal precautions, a// blood is assumed to be (\• potentially infective for bloodborne pathogens, but in certain settings (e.g.. volunteer blood-donation centers)the prevalence of infection with some bloodborne pathogens (e.g.. HIV, HBV) is known to be very low. Some institutions have relaxed recommen- dations for using gloves for phlebotomy procedures by skilled phlebotomists in settings where the prevalence of bloodborne pathogens is known to be very low. Institutions that judge that routine gloving for a/I phlebotomies is not necessary should periodically reevaluate their policy. Gloves should always be available to health-care workers who wish to use them for phlebotomy. In addition, the following general guidelines apply: 1. Use gloves for performing phlebotomy when the health-care worker has cuts. scratches, or other breaks in his/her skin. 2. Use gloves in situations where the health-care worker judges that hand contami- nation with blood may occur, for example. when performing phlebotomy on an uncooperative patient. 3. Use gloves for performing finger and/or heel sticks on infants and children. 4. Use gloves when persons are receiving training in phlebotomy. Selection of Gloves The Center for Devices and Radiological Health, FDA, has responsibility for regulating thu medical glove industry. Medical gloves include those marketed as sterile surgical or nonsterile examination gloves made of vinyl or latex. General purpose utility("rubber") gloves are also used in the health-care setting, but they are not regulated by FDA since they are not promoted for medical use. There are no reported differences in barrier effectiveness between intact latex and intact vinyl used to manufacture gloves. Thus, the type of gloves selected should be appropriate for the task being performed. The following general guidelines are recommended: 1. Use sterile gloves for procedures involving contact with normally sterile areas of the body. 2. Use examination gloves for procedures involving contact with mucous mem- branes, unless otherwise indicated, and for other patient care or diagnostic procedures that do not require the use of sterile gloves. 3. Change gloves between patient contacts. 4. Do not wash or disinfect surgical or examination gloves for reuse. Washing with surfactants may cause "wicking,"i.e.,the enhanced penetration of liquids through undetected holes in the glove. Disinfecting agents may cause deterioration. 5. Use general-purpose utility gloves (e.g., rubber household gloves) for housekeep- ing chores involving potential blood contact and for instrument cleaning and decontamination procedures. Utility gloves may be decontaminated and reused but should be discarded if they are peeling,cracked, or discolored, or if they have punctures, tears, or other evidence of deterioration. Waste Management Universal precautions are not intended to change waste management programs previously recommended by CDC for health-care settings (1 ). Policies for defining, collecting, storing, decontaminating, and disposing of infective waste are generally determined by institutions in accordance with state and local regulations. Information ���pp�� 69096O Occupational Safety 8 Hearth Reooner 16 5-232 OSHA STANDARD CiI:LC'IVL" 21:9621 382 MMWR June 24, 1988 Update: HIV — Continued regarding waste management regulations in health-care settings may be obtained from state or local health departments or agencies responsible for waste manage- ment. Reported by: Center for Devices and Radiological Health. Food and Drug Administration. Hospital Infections Program,AIDS Program. and Hepatitis Br, Div of Viral Diseases, Center for Infectious Diseases. National Institute for Occupational Safery and Health, CDC. Editorial Note: Implementation of universal precautions does not eliminate the need for other category- or disease-specific isolation precautions, such as enteric precau- tions for infectious diarrhea or isolation for pulmonary tuberculosis (1,2). In addition to universal precautions,detailed precautions have been developed for the following procedures and/or settings in which prolonged or intensive exposures to blood occur: invasive procedures, dentistry; autopsies or morticians' services, dialysis, and the clinical laboratory. These detailed precautions are found in the August 21. 1987, "Recommendations for Prevention of HIV Transmission in Health-Care Settings" (1 ). In addition, specific precautions have been developed for research laboratories (28). (Continued on page 3871 TABLE I. Summary - cases of specified notifiable di , United States 24m wen Ending Cumuuu.n.tun wen Ending Di«.« Jun. 19u I J 19670 1%]1987 ,19asa I 4 198 20. f 1963.19Mecu67 Mowed immunowl.cwncys.ndrama(A1031 196 u• 187 13.918 8.484 3.267 havoc min-moms 9e 164 123 1.6.55 2.774 2.102 Enaphunia: Primer,.lanhrnuebborne 6 unso ct 10 18 17 300 405 4PS Pon.ngwcous 1 a 3 a SA Gonorrhea: Cirne.n 11,071 14.550 17.073 303,455 363.500 383.650 Military 189 282 407 5.531 7.687 9.454 Ignatius: Type A 419 481 439 10.866 11171 10.071 Type 9 351 479 532 9.614 11.666 11.451 j Non A.Non 8 51 60 74 1.137 1,461 1.623 1( 75 102 930 1.477 2.212 Legion«g.n Vn.pe�f.o 16 16 16 376 399 314 1.0.0., e 1 3 p 121 Malang 4.9 13 92 20 304 341 3 M«M«: Tout' 21 92 92 1.406 2.069 1.620 InOlgenaull 12 73 73 t,1n. 2.290 1.434 Impen,00n n« 1 19 10 143290 195 M.nipom¢at ultactona ss 55 55 1.592 1.648 1.575 Mumps se 255 93 2.749 9.053 2.000 P.nuw. 43 42 58 98'1 800 866 Rubella'German mean«I 15 15 28 115 196 302 Syphilis IPnmary I.S«ondarel: Civilian 728 719 566 17.266 15.492 11.766 Miflary 1 2 2 84 60 93 Tone Short syndrome 131 145 176 Tul.r..m is ' 135 442 475 11.999 9.396 9397 Tularemu ea se 66 Typhoid Fever 7 3 5 153 136 136 Typhus In.ea-borne'mess) 27 - 35 35 130 154 177 Babies.animal 78 35 111 1,174 2.368 2366 TABLE II. Notifiable diseases of low frequency, United States - Cum.1986 I Cum. 1986 Anthrax Leptoto.ro.is 13 Botulism: F000born. 'bed.11 10 Plague 2 Inge 16 Paliomy.liu..ParaMte - 01her 2 P.,nama•. IUo.tat.N.Y.1) 36 8mcenove 'Minn.11 26 Rabies.human 20 Qpyr. Thiamin Cop.nml rubella ayndrom4 3 Tnchinoeit 'Alaska 281 37 Cop.nnal WI:MO .ag«< I Year - •6.uus.AJOS uses era not,.caned...sooty from all tenoning Sr....c0monnon of weuy if guru may I»mwaap. 'Nine of m. 21 r.pon.a u«.Ior this week onto tenpOrled iron.4 Iou'gn Country or on 0.an.ctly traumas to I moms intsr1Y1gNlly Impon.d 4N...Mon two generations. . • 090980 9-28-88 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington, D.C.20037 17 21:9622 _ REFERENCE FILE Vol. 37 / No. 2♦ MMWR 3E7 Upaere: HIV — Conunuea References (\ 1. Centers for Disease Control. Recommendations for prevention of HIV transmission in health-care servings. MMWR 1987;36(suppl no. 251. 2. Garner JS. Simmons BP. Guideline for isolation precautions in hospitals. Infect Control 1983:4;245-325. 3. Immunization Practices Advisory Committee. Recommendations for protection against viral hepatitis. MMWR 1985:34:313-24.329-35. 4. Department of Labor, Department of Health and Human Services. Joint advisory notice: protection against occupational exposure to hepatitis B virus (HBV) and human immuno- deficiency virus (HIV). Washington, DC:US Department of Labor, US Department of Health and Human Services, 1987. 5. Centers for Disease Control. Update: Acquired immunodeficiency syndrome and human immunodeficiency virus infection among health-care workers. MMWR 1988;37:229-34,239. 6. Hollander H. Levy JA. Neurologic abnormalities and recovery of human immunodeficiency virus from cerebrospinal fluid. Ann Intern Med 1987;106:692-5. 7. Wirthrington RH. Comes P, Harris JRW. et al. Isolation of human immunodeficiency virus from synovial fluid of a patient with reactive arthritis. Br Med J 1987;294:484. 8. Mundy DC, Schinazi RF, Gerber AR. Nahmias AJ, Randall HW. Human immunodeficiency virus isolated from amniotic fluid. Lancet 1987;2:459-60. 9. Onion DK, Crumpacker CS, Gilliland BC. Arthritis of hepatitis associated with Australia antigen.Ann Intern Med 1971;75:29-33. 10. Lee AKY, Ip HMH, Wong VCW. Mechanisms of maternal-fetal transmission of hepatitis B virus.J Infect Dis 1978:138:668-71. 11. Bond WW, Petersen NJ, Gravelle CR, Favero MS. Hepatitis B virus in peritoneal dialysis fluid: A potential hazard. Dialysis and Transplantation 1982;11:592-600. 12. Osxenhendler E. Harzic M. Le Roux J-M, Rabian C, Clauvel JP. HIV infection with serocon- version after a superficial needlestick injury to the finger (Leger]. N Engl J Med 1985:315:582. 13. Lifzon AR. Do alternate modes for transmission of human immunodeficiency virus exist?A review.JAMA 1988:259:1353-6. 14. Friedland GH,Saltzman BR, Rogers MF,et al. Lack of transmission of HTLV-III/LAV infection to household contacts of patients with AIDS or AIDS-related complex with oral candidiasis. N Engl J Med 1986:314:344-9. !1 15. Jenison SA. Lemon SM. Baker LN, Newbold JE. Quantitative analysis of hepatitis B virus DNA in saliva and semen of chronically infected homosexual men. J Infect Dis 1987;156:299-306. 16. Cancio-Bello TP, de Medina M, Shorey J,Valledor MD. Schiff ER. An institutional outbreak of hepatitis B related to a human biting carrier. J Infect Dis 1982:146:652-6. 17. MacCuarrie MB, Forghani B.Wolochow DA. Hepatitis B transmitted by a human bite.JAMA 1974;230:723-4. - • 18. Scott RM, Snitbhan R, Bancroft WH,Alter HA,Tingpalapong M. Experimental transmission of hepatitis B virus by semen and saliva.J Infect Dis 1980;142:67-71. 19. Glaser JB, Nadler JP. Hepatitis B virus in a cardiopulmonary resuscitation training course: Risk of transmission from a surfaca antigen-positive participant. Arch-Intern Med 1985;145:1653-55. 20. Osterholm MT, Bravo ER. Crosson AT, et al. Lack of transmission of viral hepatitis type B after oral exposure to HBsAg-positive saliva. Br Med J 1979;2:1263-4, 21. Curran JW,Jaffe HW,Hardy AM,et al.Epidemiology of HIV infection and AIDS in the United States. Science 1988;239:610--6. 22. Jason JM, McDougal JS. Dixon G, et at. HTLV-lII/LAV antibody and immune status of household contacts and sexual partners of persons with hemophilia.JAMA 1986;255:212-5. 23. Wann V, Kramer HH, Voit T, Bruster HT,Scrampical B. Scheid A. Horizontal transmission of HIV infection between two siblings (Letter]. Lancet 1986;2:694. 24. Salahuddin SZ, Groopman JE, Markham PD, et al. HTLV-ill in symptom-free seronegative persons. Lancet 1984;2:1418-20. 25. Simmons BP, Wong ES. Guideline for prevention of nosocomial pneumonia. Atlanta: US Department of Health and Human Services, Public Health Service, Canters for Disease • Control, 1982. '090980 Occupational Safety a Hearth Reporter 18 S-232 OSHA STANDARD DIRECTIVES 21:9623 Appendix B Recommendations for Prevention of HIV Transmission in Health-Care Settings Introduction Human immunodeficiency virus (HIV), the virus that causes acquired immuno- deficiency syndrome (AIDS). is transmitted through sexual contact and exposure to infected blood or blood components and perinatally from mother to neonate. HIV has been isolated from blood, semen, vaginal secretions, saliva. tears, breast milk, cerebrospinal fluid, amniotic fluid, and urine and is likely to be isolated from other body fluids, secretions, and excretions. However, epidemiologic evidence has impli- cated only blood,semen,vaginal secretions,and possibly breast milk in transmission. The increasing prevalence of HIV increases the risk that health-care workers will be exposed to blood from patients infected with HIV. especially when blood and body- fluid precautions are not followed for all patients. Thus, this document emphasizes the need for health-care workers to consider all patients as potentially infected with HIV and/or other blood-borne pathogens and to adhere rigorously to infection-control precautions for minimizing the risk of exposure to blood and body fluids of all patients. The recommendations contained in this document consolidate and update CDC ( recommendations published earlier for preventing HIV transmission in health-care settings: precautions for clinical and laboratory staffs (1 ) and precautions for health-care workers and allied professionals (2): recommendations for preventing HIV transmission in the workplace (3) and during invasive procedures (4); recom- mendations for preventing possible transmission of HIV from tears (5): and recom- mendations for providing dialysis treatment for HIV-infected patients (6). These recommendations also update portions of the 'Guideline for Isolation Precautions in Hospitals'(7) and reemphasize some of the recommendations contained in"Infection Control Practices for Dentistry' (8). The recommendations contained in this docu- ment have been developed for use in health-care settings and emphasize the need to treat blood and other body fluids from ail patients as potentially infective.These same prudent precautions also should be taken in other settings in which persons may be exposed to blood or other body fluids. Definition of Health-Care Workers Health-care workers are defined as persons, including•students and trainees, whose activities involve contact with patients or with blood or other body fluids from patients in a health-care setting. 890980 19 9-28-88 Published by THE BUREAU OF NATIONAL AFFAIRS.INC..Washington.D.C.20037 21 962: _ REFERENCE ALE Health-Care Workers with AIDS As of July 10, 1987,a total of 1,875(5.8%)of 32,395 adults with AIDS,wno had been reported to the CDC national surveillance system and for whom occupational information was available, reported being employed in a health-care or clinical laboratory setting. In comparison, 6.8 million persons—representing 5.6% of the U.S. labor force—were employed in health services. Of the health-care workers with AIDS, 95% have been reported to exhibit high-risk behavior; for the remaining 5%, the means of HIV acquisition was undetermined. Health-care workers with AIDS were significantly more likely than other workers to have an undetermined risk (5%versus 3%, respectively). For both health-care workers and non-health-care workers with AIDS, the proportion with an undetermined risk has not increased since 1982. AIDS patients initially reported as not belonging to recognized risk groups are investigated by state and local health departments to determine whether possible risk factors exist. Of all health-care workers with AIDS reported to CDC who were initially characterized as not having an identified risk and for whom follow-up information was available, 66% have been reclassified because risk factors were identified or because the patient was found not to meet the surveillance case definition for AIDS. Of the 87 health-care workers currently categorized as having no identifiable risk, information is incomplete on 16 (18%) because of death or refusal to be interviewed; 38 (44%) are still being investigated. The remaining 33 (38'/0) health-care workers were interviewed or had other follow-up information available. The occupations of • these 33 were as follows: five physicians (15%), three of whom were surgeons; one dentist (3%); three nurses (9%): nine nursing assistants (27%); seven housekeeping or maintenance workers (21%); three clinical laboratory technicians (9%); one therapist (3%); and four others who did not have contact with patients (12%). Although 15 of these 33 health-care workers reported parenteral and/or other non-needlestick exposure to blood or body fluids from patients in the 10 years preceding their diagnosis of AIDS, none of these exposures involved a patient with AIDS or known HIV infection. Risk to Health-Care Workers of Acquiring HIV in Health-Care Settings Health-care workers with documented percutaneous or mucous-membrane expo- sures to blood or body fluids of HIV-infected patients have been prospectively evaluated to determine the risk of infection after such exposures.As of June 30, 1987, 883 health-care workers have been tested for antibody to HIV in an ongoing surveillance project conducted by CDC (9). Of these, 708 (80%) had percutaneous exposures to blood, and 175 (20%) had a mucous membrane or an open wound contaminated by blood or body fluid. Of 396 health-care workers, each of whom had only a convalescent-phase serum sample obtained and tested a90 days post- exposure, one—for whom heterosexual transmission could not be ruled out—was seropositive for HIV antibody. For 425 additional health-care workers, both acute- and convalescent-phase serum samples were obtained and tested; none of 74 health-care workers with nonpercutaneous exposures seroconverted, and three (0.9%) of 351 with percutaneous exposures seroconverted.None of these three health-care workers had other documented risk factors for infection. Two other prospective studies to assess the risk of nosocomial acquisition of HIV infection for health-care workers are ongoing in the United States. As of April 30, 890960 (.- Occupational Safety& Heaitn Reporter 40 S OSHA STANDARD DIRECTIVES 21:9625 1987, 332 health-care workers with a total of 453 needlestick or mucous-membrane exposures to the blood or other body fluids of HIV-infected patients were tested for HIV antibody at the National Institutes of Health (10). These exposed workers included 103 with needlestick injuries and 229 with mucous-membrane exposures; none had seroconverted. A similar study at the University of California of 129 health-care workers with documented needlestick injuries or mucous-membrane exposures to blood or other body fluids from patients with HIV infection has not identified any seroconversions (11 ). Results of a prospective study in the United Kingdom identified no evidence of transmission among 150 health-care workers with parenteral or mucous-membrane exposures to blood or other body fluids- secretions. or excretions from patients with HIV infection (12). In addition to health-care workers enrolled in prospective studies, eight persons who provided care to infected patients and denied other risk factors have been reported to have acquired HIV infection. Three of these health-care workers had needlestick exposures to blood from infected patients (13-15). Two were persons who provided nursing care to infected persons; although neither sustained a needlestick, b_th had extensive contact with blood or other body fluids, and neither observed recommended barrier precautions (16,17). The other three were health- care workers with non-needlestick exposures to blood from infected patients (19). Although the exact route of transmission for these last three infections is not known. all three persons had direct contact of their skin with blood from infected patients, all had skin lesions that may have been contaminated by blood, and one also had a mucous•membrane exposure. A total of 1,231 dentists and hygienists, many of whom practiced in areas with many AIDS cases, participated in a study to determine the prevalence of antibody to HIV; one dentist (0.1%) had HIV antibody. Although no exposure to a known HIV-infected person could be documented, epidemiologic investigation did not identify any other risk factor for infection.The infected dentist,who also had a history ( of sustaining needlestick injuries and trauma to his hands, did not routinely wear gloves when providing dental care (19). Precautions To Prevent Transmission of HIV Universal Precautions Since medical history and examination cannot reliably identify all patients infected with HIV or other blood-borne pathogens. blood and body-fluid precautions should be consistently used for all patients.This approach, previously recommended by CDC (3,4), and referred to as universal blood and body-fluid precautions" or "universal precautions," should be used in the care of all patients, especially including those in emergency-care settings in which the risk of blood exposure is increased and the infection status of the patient is usually unknown (20 I. 1. All health-care workers should routinely use appropriate barrier precautions to prevent skin and mucous-membrane exposure when contact with blood or other body fluids of any patient is anticipated. Gloves should be worn for touching blood and body fluids, mucous membranes, or non-intact skin of all patients,for handling items or surfaces soiled with blood or body fluids, and for performing venipuncture and other vascular access procedures. Gloves should be changed after contact with each patient. Masks and protective eyewear or face shields should be worn during procedures that are likely to generate 896960 9-28-88 Published by THE BUREAU OF NATIONAL AFFAIRS.INC..Washington,D.C.20037 21 21 9626 REFERENCE FILE droplets of blood or other body fluids to prevent exposure of mucous mem- branes of the mouth, nose, and eyes. Gowns or aprons should be worn during procedures that are likely to generate splashes of blood or other body fluids. 2. Hands and other skin surfaces should be washed immediately and thoroughly if contaminated with blood or other body fluids. Hands should be washed immediately after gloves are removed. 3. All health-care workers should take precautions to prevent injuries caused by needles, scalpels, and other sharp instruments or devices during procedures; when cleaning used instruments; during disposal of used needles; and when handling sharp instruments after procedures. To prevent needlestick injuries, needles should not be recapped, purposely bent or broken by hand, removed from disposable syringes, or otherwise manipulated by hand. After they are used, disposable syringes and needles, scalpel blades, and other sharp items should be placed in puncture-resistant containers for disposal; the puncture- ' resistant containers should be located as close as practical to the use area. Large-bore reusable needles should be placed in a puncture-resistant container for transport to the reprocessing area. 4. Although saliva has not been implicated in HIV transmission, to minimize the need for emergency mouth-to-mouth resuscitation, mouthpieces, resuscitation bags, or other ventilation devices should be available for use in areas in which the need for resuscitation is predictable. 5. Health-care workers who have exudative lesions or weeping dermatitis should refrain from all direct patient care and from handling patient-care equipment until the condition resolves. 6. Pregnant health-care workers are not known to be at greater risk of contracting HIV infection than health-care workers who are not pregnant; however, if a health-care worker develops HIV infection during pregnancy,the infant is at risk of infection resulting from perinatal transmission. Because of this risk, pregnant health-care workers should be especially familiar with and strictly adhere to precautions to minimize the risk of HIV transmission. Implementation of universal blood and body-fluid precautions for all patients eliminates the need for use of the isolation category of "Blood and Body Fluid Precautions-previously recommended by CDC(7)for patients known or suspected to be infected with blood-borne pathogens. Isolation precautions (e.g., enteric, "AFB" (71) should be used as necessary if associated conditions, such as infectious diarrhea or tuberculosis, are diagnosed or suspected. Precautions for Invasive Procedures In this document, an invasive procedure is defined as surgical entry into tissues, cavities, or organs or repair of major traumatic injuries 1) in an operating or delivery room, emergency department, or outpatient setting, including both physicians' and dentists'offices; 2) cardiac catheterization and angiographic procedures; 3) a vaginal or cesarean delivery or other invasive obstetric procedure during which bleeding may occur; or 4) the manipulation, cutting, or removal of any oral or perioral tissues, including tooth structure, during which bleeding occurs or the potential for bleeding exists. The universal blood and body-fluid precautions listed above, combined with the precautions listed below, should be the minimum precautions for all such invasive procedures. 1. All health-care workers who participate in invasive procedures must routinely use appropriate barrier precautions to prevent skin and mucous-membrane contact with blood and other body fluids of all patients. Gloves and surgical 89O950 �. Occupational Safety d Hearin Reporter 22 -532 OSHA STANDARD GIFEC'IVCC 219.627 masks must be worn for all invasive procedures. Pratt:Clive eyewear or face shields should be worn for procedures that Commonly result in the generation of droplets, splashing of blood or other body fluids, or the generation; of bone chips. Gowns or aprons made of materials that provide an effective barrier should be worn during invasive procedures that are likely to result in the splashing of blood or other body fluids. All health-care workers who perform or assist in vaginal or cesarean deliveries should wear gloves and gowns when handling the placenta or the infant until blood and amniotic fluid have been removed from the infant's skin and should wear gloves during post-delivery care of the umbilical cord. 2. If a glove is torn or a needlestick or other injury occurs, the glove should be removed and a new glove used as promptly as patient safety permits; the needle or instrument involved in the incident should also be removed from the sterile field. Precautions for Dentistry• Blood, saliva, and gingival fluid from all dental patients should be considered infective. Special emphasis should be placed on the following precautions for preventing transmission of blood-borne pathogens in dental practice in both institu- tional and non-institutional settings. 1. In addition to wearing gloves for contact with oral mucous membranes of all patients, all dental workers should wear surgical masks and protective eyewear or chin-length plastic face shields during dental procedures in which splashing or spattering of blood, saliva, or gingival fluids is likely. Rubber dams, high- speed evacuation, and proper patient positioning, when appropriate, should be utilized to minimize generation of droplets and spatter. 2. Handpieces should be sterilized after use with each patient, since blood, saliva, or gingival fluid of patients may be aspirated into the handpiece or waterline. Handpieces that cannot be sterilized should at least be flushed, the outside surface cleaned and wiped with a suitable chemical germicide, and then rinsed. Handpieces should be flushed at the beginning of the day and after use with each patient. Manufacturers' recommendations should be followed for use and maintenance of waterlines and check valves and for flushing of handpieces.The same precautions should be used for ultrasonic scalers and air/water syringes. 3. Blood and saliva should be thoroughly and carefully cleaned from material that has been used in the mouth (e.g., impression materials, bite registration), especially before polishing and grinding intra-oral devices. Contaminated materials, impressions, and intra-oral devices should also be cleaned and disinfected before being handled in the dental laboratory and before they are placed in the patient's mouth. Because of the increasing variety of dental materials used intra-orally, dental workers should consult with manufacturers as to the stability of specific materials when using disinfection procedures. 4. Dental equipment and surfaces that are difficult to disinfect (e.g., light handles or X-ray-unit heads) and that may become contaminated should be wrapped with impervious-backed paper, aluminum foil, or clear plastic wrap. The coverings should be removed and discarded,and clean coverings should be put in place after use with each patient. 'General infection-control precautions are more specifically addressed in previous recommen- dations for infection-control practices for dentistry (8). • 090980 9-28-88 Pubasned by THE BUREAU OF NATIONAL AFFAIRS.INC.,Washington.D.C.20037 23 21.9628 REFERENCE FILE Precautions for Autopsies or Morticians' Services In addition to the universal blood and body-fluid precautions listed above, the following precautions should be used by persons performing pos:mortern l procedures: 1. All persons performing Or assisting in postmortem procedures should wear gloves, masks, protective eyewear, gowns, and waterproof aprons. 2. Instruments and surfaces contaminated during postmortem procedures should be decontaminated with an appropriate chemical germicide. Precautions for Dialysis Patients with end-stage renal disease who are undergoing maintenance dialysis and who have HIV infection can be dialyzed in hospital-based or free-standing dialysis units using conventional infection-control precautions (21 1. Universal blood and body-fluid precautions should be used when dialyzing all patients. Strategies for disinfecting the dialysis fluid pathways of the hemodialysis machine are targeted to control bacterial contamination and generally consist of using 500-750 parts per million (ppm) of sodium hypochlorite (household bleach) for 30-40 minutes or 1.5%-2.0% formaldehyde overnight. In addition, several chemical germicides formulated to disinfect dialysis machines are commercially available. None of these protocols or procedures need ro be changed for dialyzing patients infected with HIV. Patients infected with HIV can be dialyzed by either hemodialysis or peritoneal dialysis and do not need to be isolated from other patients. The type of dialysis treatment (i.e.. hemodialysis or peritoneal dialysis) should be based on the needs of the patient. The dialyzer may be discarded after each use. Alternatively, centers that reuse dialyzers—i.e., a specific single-use dialyzer is issued to a specific patient. removed, cleaned, disinfected, and reused several times on the same patient only— . may include HIV-infected patients in the dialyzer-reuse program. An individual dialyzer must never be used on more than one patient. Precautions for Laboratories* Blood and other body fluids from all patients should be considered infective. To supplement the universal blood and body-fluid precautions listed above, the follow- ing precautions are recommended for health-care workers in clinical laboratories. 1. All specimens of blood and body fluids should be put in a well-constructed container with a secure lid to prevent leaking during transport. Care should be taken when collecting each specimen to avoid contaminating the outside of the container and of the laboratory form accompanying the specimen. 2. All persons processing blood and body-fluid specimens (e.g., removing tops from vacuum tubes) should wear gloves. Masks and protective eyewear should be worn if mucous-membrane contact with blood or body fluids is anticipated. Gloves should be changed and hands washed after completion of specimen processing. 3. For routine procedures, such as histologic and pathologic studies or microbio- logic culturing, a biological safety cabinet is not necessary. However, biological safety cabinets (Class I or II) should be used whenever procedures are con- ducted that have a high potential for generating droplets. These include activities such as blending, sonicating, and vigorous mixing. 4. Mechanical pipetting devices should be used for manipulating all liquids in the laboratory. Mouth pipetting must not be done. 'Additional precautions for research and industrial laboratories are addressed elsewhere (22.231. 8909e® Occupational Safety&Hearin Reponer 24 5-232 OSHA STANDARD D:R[CT [: 21:9629 5 Use of nrenles and syringes should he limited to situations in which there is no alter n,tiv,:, and the recommendations for preventing injuries with needles . outlined wider universal precaution:, should be followed. 6. Laboratory work surfaces should be decontaminated with an appropriate chemical vermicide after a spill of blood or other body fluids and when work activities are completed. 7. Contaminated materials used in laboratory tests should be decontaminated before reprocessing or be placed in bags and disposed of in accordance with institutional policies for disposal of infective waste (241. 8. Scientific equipment that has been contaminated with blood or other body fluids should be decontaminated and cleaned before being repaired in the laboratory or transported to the manufacturer. 9. All persons should wash their hands after completing laboratory activities and should remove protective clothing before leaving the laboratory. Implementation of universal blood and body-fluid precautions for all patients eliminates the need for warning labels on specimens since blood and other body fluids from all patients should be considered infective. t Environmental Considerations for HIV Transmission No environmentally mediated mode of HIV transmission has been documented. Nevertheless, the precautions described below should be taken routinely in the care of all patients. Sterilization and Disinfection Standard sterilization and disinfection procedures for patient-care equipment currently recommended for use (25.26) in a variety of health-care settings—including hospitals, medical and dental clinics and offices, hemodialysis centers, emergency- ` care facilities, and long-term nursing-care facilities—are adequate to sterilize or l disinfect instruments, devices, or other items contaminated with blood or other body fluids from persons infected with blood-borne pathogens including HIV (27,23). Instruments or devices that enter sterile tissue or the vascular system of any patient or through which blood flows should be sterilized before reuse. Devices or items that contact intact mucous membranes should be sterilized or receive high- ' level disinfection, a procedure that kills vegetative organisms and viruses but not necessarily large numbers of bacterial spores. Chemical germicides that are regis- tered with the U.S. Environmental Protection Agency (EPA) as 'sterilants' may be used either for sterilization or for high-level disinfection depending on contact time. Contact lenses used in trial fittings should be disinfected after each fining by using a hydrogen peroxide contact lens disinfecting system or, if compatible, with heat (78 C-80 C (172.4 F-176.0 FI) for 10 minutes. Medical devices or instruments that require sterilization or disinfection should be thoroughly cleaned before being exposed to the germicide, and the manufacturer's instructions for the use of the germicide should be followed. Further, it is important that the manufacturer's specifications for compatibility of the medical device with chemical germicides be closely followed. Information on specific label claims of commercial germicides can be obtained by writing to the Disinfectants Branch, Office of Pesticides, Environmental Protection Agency, 401 M Street, SW, Washington, D.C. 20460. Studies have shown that HIV is inactivated rapidly after being exposed to commonly used chemical germicides at concentrations that are much lower than asosso 9-28-88 PuDI,shec Oy THE BUREAU OF NATIONAL AFFAIRS.INC..Washington.D.C.20037 25 21.9630 REFERENCE FILE ur.irt in practice (27-30). Embalming fluids arc similar to the types of chemical glirrnic,Ir•; 'hat have been tested and found to completely inactivate HIV. In addition to commercially available chemical germicides, a solution of sodium hypochlorite (household bleach) prepared daily is an inexpensive and effective germicide. Con- centrations ranging from approximately 500 ppm (1:100 dilution of household bleach) sodium hypochlorite to 5,000 ppm (1:10 dilution of household bleach) are effective depending on the amount of organic material (e.g.. blood, mucus) present on the surface to be cleaned and disinfected. Commercially available chemical germicides may be more compatible with certain medical devices that might be corroded by repeated exposure to sodium hypochlorite, especially to the 1:10 dilution. Survival of HIV in the Environment The most extensive study on the survival of HIV after drying involved greatly concentrated HIV samples. i.e.. 10 million tissue-culture infectious doses per milliliter (37 ). This concentration is at least 100,000 times greater than that typically found in the blood or serum of patients with HIV infection. HIV was detectable by tissue-culture techniques 1.3 days after drying, but the rate of inactivation was rapid. Studies performed at CDC have also shown that drying HIV causes a rapid (within several hours) 1-2 log (90%-99%) reduction in HIV concentration. In tissue-culture fluid,cell-free HIV could be detected up to 15 days at room temperature,up to 11 days at 37 C (98.5 F), and up to 1 day if the HIV was cell-associated. When considered in the context of environmental conditions in health-care facilities, these results do not require any changes in currently recommended sterilization, disinfection, or housekeeping strategies. When medical devices are contaminated with blood or other body fluids, existing recommendations include the cleaning of these instruments, followed by disinfection or sterilization, depending on the type of medical device. These protocols assume 'worst-case conditions of extreme virologic and microbiologic contamination, and whether viruses have been inactivated after drying plays no role in formulating these strategies. Consequently, no changes in published procedures for cleaning. disinfecting, or sterilizing need to l . be made. Housekeeping Environmental surfaces such as walls,floors,and other surfaces are not associated with transmission of infections to patients or health-care workers. Therefore, extra- ordinary attempts to disinfect or sterilize these environmental surfaces are not necessary. However, cleaning and removal of soil should be done routinely. Cleaning schedules and methods vary according to the area of the hospital or institution, type of surface to be cleaned, and the amount and type of soil present. Horizontal surfaces (e.g., bedside tables and hard-surfaced flooring) in patient-care areas are usually cleaned on a regular basis, when soiling or spills occur, and when a patient is discharged. Cleaning of walls, blinds, and curtains is recommended only if they are visibly soiled. Disinfectant fogging is an unsatisfactory method of decontaminating air and surfaces and is not recommended. Disinfectant-detergent formulations registered by EPA can be used for cleaning environmental surfaces, but the actual physical removal of microorganisms by scrubbing is prooably at least as important as any antimicrobial effect of the cleaning agent used. Th,-refore, cost, safety, and acceptability by housekeepers can be the main criteria for selecting any such registered agent.The manufacturers' instructions for appropriate use should be followed. 330980 (. Occupational Safety d Health Reporter 26 OSHA STANDARD DtFEC T IVES 21:9631 Cleaning and Decontaminating Spills of Blood or Other Body Fluids Chemical germicides ;hat are approved for use as "hospital disinfectants- and are tuberculocidal when used at recommended dilutions can be used to decontaminate spills of blood and other body fluids. Strategies for decontaminating spills of blood and other body fluids in a patient-care setting are different than for spills of cultures or other materials in clinical, public health, or research laboratories. In patient-care areas, visible material should first be removed and then the area should be decontaminated. With large spills of cultured or concentrated infectious agents in the laboratory, the contaminated area should be flooded with a liquid germicide before cleaning, then decontaminated with fresh germicidal chemical. In both settings. gloves should be worn during the cleaning and decontaminating procedures. Laundry Although soiled linen has been identified as a source of large numbers of certain pathogenic microorganisms, the risk of actual disease transmission is negligible. Rather than rigid procedures and specifications, hygienic and common-sense storage and processing of clean and soiled linen are recommended (26). Soiled linen should be handled as little as possible and with minimum agitation to prevent gross microbial contamination of the air and of persons handling the linen. All soiled linen should be bagged at the location where it was used; it should not be sorted or rinsed in patient-care areas. Linen soiled with blood or body fluids should be placed and transported in bags that prevent leakage. If hot water is used,linen should be washed with detergent in water at least 71 C (160 F)for 25 minutes. If low-temperature(s70 C (158 Fj) laundry cycles are used, chemicals suitable for low-temperature washing at proper use concentration should be used. Infective Waste There is no epidemielogic evidence to suggest that most hospital waste is any more infective than residential waste. Moreover, there is no epidemiologic evidence that hospital waste has caused disease in the community as a result of improper disposal.Therefore, identifying wastes for which special precautions are indicated is largely a matter of judgment about the relative risk of disease transmission.The most practical approach to the management of infective waste is to identify those wastes with the potential for causing infection during handling and disposal and for which some special precautions appear prudent. Hospital wastes for which special precau- tions appear prudent include microbiology laboratory waste, pathology waste, and blood specimens or blood products.While any item that has had contact with blood, exudates, or secretions may be potentially infective, it is not usually considered practical or necessary to treat all such waste as infective (23,26). Infective waste, in general, should either be incinerated or should be autoclaved before disposal in a sanitary landfill. Bulk blood, suctioned fluids, excretions, and secretions may be carefully poured down a drain connected to a sanitary sewer. Sanitary sewers may also be used to dispose of other infectious wastes capable of being ground and flushed into the sewer. Implementation of Recommended Precautions Employers of health-care workers should ensure that policies exist for: 1. Initial orientation and continuing education and training of all health-care workers—including students and trainees—on the epidemiology, modes of transmission, and prevention of HIV and other blood-borne infections and the need for routine use of universal blood and body-fluid precautions for all patients. 2. Provision of equipment and supplies necessary to minimize the risk of infection with HIV and other blood-borne pathogens. 890980 9-28-68 Puoilshed oy THE BUREAU OF NATICNAL AFFAIRS-INC.,Wasnington.D.C.20037 27 • `1,963` REFERENCE FILE 3. Monitoring adherence to recommended protective measures.When monitoring reveals a failure to follow recommenced precautions, counseling, education, andior re-training should be provided, and, if necessary, appropriate discipli- nary action should be considered. \• Professional associations and labor organizations, through continuing education efforts, should emphasize the need for health-care workers to follow recommended precautions. Serologic Testing for HIV Infection Background A person is identified as infected with HIV when a sequence of tests, starting with repeated enzyme immunoassays (EIA) and including a Western blot or similar, more specific assay, are repeatedly reactive. Persons infected with HIV usually develop antibody against the virus within 6-12 weeks after infection. The sensitivity of the currently licensed EIA tests is at least 99% when they are performed under optimal laboratory conditions on serum specimens from persons infected for 12 weeks. Optimal laboratory conditions include the use of reliable reagents, provision of continuing education of personnel, quality control of proce- dures, and participation in performance-evaluation programs. Given this perform- ' ance, the probability of a false-negative test is remote except during the first several weeks after infection, before detectable antibody is present. The proportion of infected persons with a false-negative test attributed to absence of antibody in the early stages of infection is dependent on both the incidence and prevalence of HIV infection in a population (Table 1). The specificity of the currently licensed EIA tests is approximately 99% when repeatedly reactive tests are considered.Repeat testing of initially reactive specimens by EIA is required to reduce the likelihood of laboratory error. To increase further the specificity of serologic tests, laboratories must use a supplemental test, most often the Western blot,to validate repeatedly reactive EIA results.Under optimal laboratory conditions, the sensitivity of the Western blot test is comparable to or greater than that of a repeatedly reactive EIA, and the Western blot is highly specific when strict criteria are used to interpret the test results. The testing sequence of a repeatedly reactive EIA and a positive Western blot test is highly predictive of HIV infection, even in a population with a low prevalence of infection (Table 2). If the Western blot test result is indeterminant,the testing sequence is considered equivocal for HIV infection. TABLE 1. Estimated annual number of patients infected with HIV not detected by HIV-antibody testing in a hypothetical hospital with 10,000 admissions/year• Approximate Approximate number of Beginning Annual number of HIV-infected prevalence of incidence of HIV-infected patients HIV infection HIV infection patients not detected 5.0% 1.0% 550 17-18 5.0% 0.5% 525 11-12 1.0% 0.2% 110 • 34 1.0% 0.1% 105 2-3 0.1% 0.02% 11 0-1 0.1% 0.01% 11 0-1 'The estimates are based on the following assumptions: 1) the sensitivity of the screening test is 99%(i.e..99%of HIV-infected persons with antibody will be detected); 2)persons infected with HIV will not develop detectable antibody(seroconvert)until 6 weeks(1.5 months)after infection; 3) new infections occur at an equal rate throughout the year; 4) calculations of the number of HIV-infected persons in the patient population are based on the mid-year prevalence, which is the beginning prevalence plus half the annual incidence of infections. 890900 c. Occupational Safety &Health Reporter 28 OSHA STANDARD DlREC;!v[c 21:9633 When this occur;, the We:,tern blot test should be repeated on the same serum sample, and, if still indeterminant, the testing sequence should be repeated on a sample collected 3-6 months later. Use of other supplemental tests may aid in interpreting of results on samples that are persistently indeterminant by Western blot. Testing of Patients Previous CDC recommendations have emphasized the value of HIV serologic testing of patients for: 1) management of parenteral or mucous-membrane exposures of health-care workers, 2) patient diagnosis and management, and 3) counseling and serologic testing to prevent and control HIV transmission in the community. In addition, more recent recommendations have stated that hospitals, in conjunction with state and local health departments,should periodically determine the prevalence of HIV infection among patients from age groups at highest risk of infection (32). Adherence to universal blood and body-fluid precautions recommended for the care of all patients will minimize the risk of transmission of HIV and other blood-borne pathogens from patients to health-care workers. The utility of routine HIV serologic testing of patients as an adjunct to universal precautions is unknown. Results of such testing may not be available in emergency or outpatient settings. In addition, some recently infected patients will not have detectable antibody to HIV (Table 1). Personnel in some hospitals have advocated serologic testing of patients in settings in which exposure of health-care workers to large amounts of patients' blood may be anticipated. Specific patients for whom serologic testing has been advocated include those undergoing major operative procedures and those undergoing treat- ment in critical-care units, especially if they have conditions involving uncontrolled bleeding. Decisions regarding the need to establish testing programs for patients should be made by physicians or individual institutions. In addition, when deemed appropriate, testing of individual patients may be performed on agreement between the patient and the physician providing care. In addition to the universal precautions recommended for all patients, certain additional precautions for the care of HIV-infected'patients undergoing major surgical operations have been proposed by personnel in some hospitals. For example, surgical procedures on an HIV-infected patient might be altered so that hand-to-hand passing of sharp instruments would be eliminated; stapling instruments rather than TABLE 2. Predictive value of positive HIV-antibody tests in hypothetical populations with different prevalences of infection Prevalence Predictive value of infection of positive test' Repeatedly reactive 0.2% 28.41% enzyme immunoassay (EIA)r 2.0% 80.16% 20.0% 98.02% Repeatedly reactive EIA 1 0.2% 99.75% followed by positive 2.0% 99.97% Western blot IWBI' ) 20.0% 99.99°; 'Proportion of persons with positive test results who are actually infected with HIV. 'Assumes EIA sensitivity of 99.0% and specificity of 99.5%. 'Assumes WB sensitivity of 99.0% and specificity of 99.9%. hand-suturing equipment might be used to perform tissue approximation; electro- cautery devices rather than scalpels might be used as cutting instruments; and, even though uncomfortable, gowns that totally prevent seepage of blood onto the skin of 9-28-88 Pubeshed by THE BUREAU OF NATIONAL AFFAIRS.INC..Washington.D.C.20037 6309C0 29 21:9634 REFERENCE FILE members of the operative team might be worn. While such modifications might further minimize the risk of HIV infection for members of the operative team, some of these techniques could result in prolongation of operative time and could potentially have an adverse effect on the patient. Testing programs, if developed, should include the following principles: • Obtaining consent for testing. • Informing patients of test results, and providing counseling for seropositive patients by properly trained persons. • Assuring that confidentiality safeguards are in place to limit knowledge of test results to those directly involved in the care of infected patients or as required by law. • Assuring that identification of infected patients will not result in denial of needed care or provision of suboptimal care. • Evaluating prospectively 1) the efficacy of the program in reducing the inci- dence of parenteral, mucous-membrane, or significant cutaneous exposures of health-care workers to the blood or other body fluids of HIV-infected patients and 2) the effect of modified procedures on patients. Testing of Health-Care Workers Although transmission of HIV from infected health-care workers to patients has not been reported,transmission during invasive procedures remains a possibility. Trans- mission of hepatitis 8 virus (H8V)—a blood-borne agent with a considerably greater potential for nosocomial spread—from health-care workers to patients has been documented.Such transmission has occurred in situations(e.g.,oral and gynecologic surgery) in which health-care workers, when tested, had very high concentrations of HEW in their blood (at least 100 million infectious virus particles per milliliter, a concentration much higher than occurs with HIV infection), and the health-care workers sustained a puncture wound while performing invasive procedures or had exudative or weeping lesions or microlacerations that allowed virus to contaminate instruments or open wounds of patients (33,34). The hepatitis B experience indicates that only those health-care workers who perform certain types of invasive procedures have transmitted HBV to patients. Adherence to recommendations in this document will minimize the risk of transmis- sion of HIV and other blood-borne pathogens from health-care workers to patients during invasive procedures. Since transmission of HIV from infected health-care workers performing invasive procedures to their patients has not been reported and would be expected to occur only very rarely, if at all, the utility of routine testing of such health-care workers to prevent transmission of HIV cannot be assessed. If consideration is given to developing a serologic testing program for health-care workers who perform invasive procedures, the frequency of testing, as well as the issues of consent, confidentiality, and consequences of test results—as previously outlined for testing programs for patients—must be addressed. Management of Infected Health-Car; Workers Health-care workers with impaired immune systems resulting from HIV infection or other causes are at increased risk of acquiring or experiencing serious complica- tions of infectious disease. Of particular concern is the risk of severe infection following exposure to patients with infectious diseases that are easily transmitted if appropriate precautions are not taken (e.g., measles, varicella). Any health-care 89336.. . Occupational Safety& Health Reponer 30 5-225 OSHA STANDAPC UF;GCTIVES 21.9625 worker with an impaired immune system should be counseled about the potential risk associated with taking care of patients with any transmissible infection and should continue to follow existing recommendations for infection control to minimize risk of exposure to other infectious agents (7,35 ). Recommendations of the Immunization Practices Advisory Committee (ACIP) and institutional policies concerning require- ments for vaccinating health-care workers w;th live-virus vaccines (e.g.. measles, rubella) should also be considered. The question of whether workers infected with HIV—especially those who perform invasive procedures—can adequately and safely be allowed to perform patient-care duties or whether their work assignments should be changed must be determined on • an individual basis. These decisions should be made by the health-care worker's personal physician(s) in conjunction with the medical directors and personnel health service staff of the employing institution or hospital. • Management of Exposures If a health-care worker has a parenteral (e.g., needlestick or cut) or mucous- membrane (e.g., splash to the eye or mouth) exposure to blood or other body fluids or has a cutaneous exposure involving large amounts of blood or prolonged contact with blood—especially when the exposed skin is chapped, abraded, or afflicted with dermatitis—the source patient should be informed of the incident and tested for serologic evidence of HIV infection after consent is obtained. Policies should be developed for testing source patients in situ. :ions in which consent cannot be obtained (e.g.. an unconscious patient). If the source patient has AIDS, is positive for HIV antibody, or refuses the test, the health-care worker should be counseled regarding the risk of infection and evaluated clinically and serolooically for evidence of HIV infection as soon as possible after the exposure. The health-care worker should be advised to report and seek medical ( evaluation for any acute febrile illness that occurs within 12 weeks after the exposure. l Such an illness—particularly one characterized by fever, rash,or lymphadenopathy— may be inoicative of recent HIV infection. Seronegative health-care workers should be retested 6 weeks post-exposure and on a periodic basis thereafter(e.g., 12 weeks and 6 months after exposure) to determine whether transmission has occurred. During this follow-up period—especially the first 6-12 weeks after exposure, when most infected persons are expected to seroconvert—exposed health-care workers should follow U.S. Public Health Service (PHS) recommendations for preventing transmis- sion of HIV (36.37). No further follow-up of a health-care worker exposed to infection as described above is necessary if the source patient is seronegative unless the source patient is at high risk of HIV infection. In the latter case, a subsequent specimen (e.g., 12 weeks following exposure) may be obtained from the health-care worker for antibody testing. If the source patient cannot be identified, decisions regarding appropriate follow-up should be individualized. Serologic testing should be available to all health-care workers who are concerned that they may have been infected with HIV. If a patient has a parenteral or mucous-membrane exposure to blood or other body fluid of a health-care worker, the patient should be informed of the incident, and the same procedure outlined above for management of exposures should be followed for both the source health-care worker and the exposed patient. References 1. CDC.Acquired immunodeficiency syndrome (AIDS): Precautions for clinical and laboratory staffs. MMWR 1982;31:577-80. 830960 9-28-88 Publisneo by THE BUREAU OF NATIONAL AFFAIRS. INC..Washington.D.C. 20037 31 21:9636 REFERENCE FILE 2. CDC. Acquired immunodeficiency syndrome )AIDS). Precautions for health-tare workers and allied professionals. MMWR 1982:32:450.1. 3. CDC. Recommendations for preventing transmission of infection with human T.Iymphotropic virus type III/Iympnadenon:tlhyassociated virus in the workplace. MMWR 1985;34:681.6, 691.5. 4. CDC. Recommendations for preventing transmission of infection with human T-Iymphotropic virus type Illnymphadenopathy-associated virus during invasive proce- dures. MMWR 1986;35:221-3. 5. CDC. Recommendations for preventing possible transmission of human T-lymphotropic virus type I114ymphadenopathy-associated virus from tears. MMWR 1985:34:533-4. 6. CDC. Recommendations for providing dialysis treatment to patients infected with human • T-Iymphotropic virus type Ill/lymphadenopathy-associated virus infection. MMWR 1986:35:376-8,383. 7. Garner 45. Simmons BP. Guideline for isolation precautions in hospitals. Infect Control 1983:4 Isuppq :245-325. 8. CDC. Recommended infection control practices for dentistry. MMWR 1986;35:237-42. 9. McCray E. The Cooperative Needlestick Surveillance Group. Occupational risk of the acquired immunodeficiency syndrome among health care workers. N Engl J Med 1986:314:1127.32. 10. Henderson OK. Saab AJ, Zak B.J. et al. Risk of nosocomial infection with human Tell lymphotropic virus type Ill/lymphadenopathy-associated virus in a large cohort of inten- t sively exposed health care workers.Ann Intern Med 1986;104:644-7. 11. Gerberding JL. Bryant-LeBlanc CE. Nelson K. et al. Risk of transmitting the human immunodeficiency virus. cytomegalovirus, and hepatitis B virus to health care workers exposed to patients with AIDS ano AIDS-related conditions. J Infect Dis 1987;156:1-8. 12. McEvoy M, Porter K, Mortimer P, Simmons N. Shanson D. Prospective study of clinical, • laboratory,and ancillary staff with accidental exposures to blood or other body fluids from patients infected with HIV. Br Med J 1987:294:1595-7. 13. Anonymous. Needlestick transmission of HTLV-Ill from a patient infected in Africa. Lancet 1984:2:1376-7. 14. Oksenhendler E. Harzic M, Le Roux JM, Rabian C, Clauvel JP. HIV infection with serocon- version after a superficial needlestick injury to the finger. N Engl J Med 1986:315:582. 15. Neisson-Vernant C. Arfi 5, Mathez D. Leibowitch J, Monplaisir N.Needlestick HIV serocon- version in a nurse. Lancet 1986;2:814. 16. Grint P. McEvoy M. Two associated cases of the acquired immune deficiency syndrome (AIDS). PHLS Commun Dis Rep 1985;42:4. 17. CDC. Apparent transmission of human T-Iymphotropic virus type III/lymphadenopathy- associated virus from a child to a mother providing health care. MMWR 1986;35:76-9. 18. CDC. Update: Human immunodeficiency virus infections in health-care workers exposed to blood of infected patients. MMWR 1987;36:285-9. 19. Kline RS. Phelan J, Friedland GH, et al. Low occupational risk for HIV infection for dental professionals (Abstract). In: Abstracts from the III International Conference on AIDS. 1-5 June 1985. Washington. DC: 155. 20. Baker JL. Kelen GD. Sivertson KT, Quinn TC. Unsuspected human immunodeficiency virus in critically ill emergency patients.JAMA 1987;257:2609.11. 21. Favero MS. Dialysis-associated diseases and their control. In: Bennett JV, Brachman PS, eds. Hospital infections. Boston: Little. Brown and Company. 1985:267.84. 22. Richardson JH, Barkley WE,eds. Biosafety in microbiological and biomedical laboratories. 1984. Washington, DC: U5 Department of Health and Human Services, Public Health Service. HHS publication no. (CDC 84-8395. 23. CDC. Human T-Iymphotropic virus type III/lymphadenopathy-associated virus: Agent sum- . mary statement. MMWR 1986;35:540-2,547-9. 24. Environmental Protection Agency. EPA guide for infectious waste management. Washing- ton. DC :U.S. Environmental Protection Agency, May 1986 (Publication no. EPA/530-SW-86-014). 25. Favero MS. Sterilization, disinfection, and antisepsis in the hospital. In: Manual of clinical microbiology. 4th ed. Washington, DC: American Society for Microbiology, 1985;129-37. 26. Garner JS, Favero MS. Guideline for handwashing and hospital environmental control, 1985.Atlanta: Public Health Service,Centers for Disease Control, 1985.HHS publication no. 99-1117. • 27. Spire B, Montagnier L, Barre-Sinoussi F, Chermann JC. Inactivation of lymphadenopathy associated virus by chemical disinfectants. Lancet 1984;2:899.901. 28. Martin LS, McDougal J5, Loskoski SL. Disinfection and inactivation of the human T lymphotropic virus type IlVlymphadenopathyassociated virus.J Infect Dis 1985; 152:400.3. 8909CC Occupational Safety& Health Reporter 32 APPENDIX D PERSONNEL SAFETY AND HYGIENE POLICY 09090® POLICY NUMBER: ISSUE DATE: EFFECTIVE DATE: REVIEW DATE: PERSONAL SAFETY AND HYGIENE Purpose: To establish procedures designed to protect personnel from exposure to sharps and other potential infectious materials. Policy: 1. The following personal protective equipment will be issue to, and worn by, each staff member assigned to handle or incinerate medical waste: a. Goggles or face shield b. Puncture and fluid resistant gloves c. Disposable coveralls d. Rubber boots e. Leather or latex apron (w₹:en appropriate) 2. At the start of a work shift which involves the processing of medical waste, assigned staff will go directly to the locker rvcnu upon arrival. Staff will remove street clothes and don coveralls and boots. Jewelry may not be worn while processing medical waste. It offers a potential for injury while working with the mechanical equipment. Additionally, items which may be dropped into any waste containers or dispel system may not be retrieved. 3. Gloves and goggles or face shield will be worn while actually processing the medical waste. 4. Boots and rub 'r gloves are to be washed with the sanitizing solution prior to leaving the medical waste processing area. 5. At the end of the shift, or upon completion of waste processing, staff will go directly to the locker nunm for cleanup. disposable coveralls will be placed in the designated covered containers and will later be incinerated. 6. Assigned staff will shower before dressing in street clothes or other work uniforms. Showering should be done using the antimicrobial soap provided. 7. Any employee having a deep laceration, puncture wound, or significant skin disorder will report this to the Shift Supervisor prior to beginning the shift. A determination of requirement for ac1ditional safety equipment or temporary reassignment will then be made. cDO9C0 APPENDIX E SPILL CONTROL POLICY POLICY NUMBER: ISSUE DATE: EFFECTIVE DATE: REVIEW DATE: SPILL CONTROL PROCEDURE Purpose: To establish procedures for the safe and proper handling of any spill event. This policy is designed to provide maximum protection for staff while minimizing environmental concerns. Policy: 1. A spill control kit will be maintained in the storage building at all times. The kit will contain at least the following items: a. Appropriate absorbent material b. Red spill bags c. Containers for spilled waste d. Sanitizing solution e. &L..4U and shovel f. Gloves g. Disposable coveralls h. A copy of this policy 2. Any staff involved in a spill cleanup will wear the protective clothing s tc ified in the "Personal Protection and Hygiene Policy". 3. In the event of spillage, any solid waste will be immediately shovelled into plastic spill bags. The brw,u and shovel maintained with the spill kit will be utilized for the collection of solid waste. UNDER NO CIRCUMSTAN('FS WILL STAFF COTTFCT THE WASTE DIRECTLY BY BAND. The plastic spill bags will be placed in a collection container and taken to the incinerator for destruction. If the incinerator is not in operation, the containers will be placed with the next batch scheduled for incineration. 4. Any liquid material will be covered with a generous amount of absorbent material which will remain in place for at least five (5) minutes. The absorbent material will then be shovelled into a plastic spill bag, which will be placed into a collection container and incinerated. 5. Following the collection of any spilled solid waste or absorbent , materials, the area of spillage will be cleaned with the sanitizing solution maintained with the spill kit. The sanitizing solution will be made by following the instructions on the container. The broom and shovel used in the cleanup procedure will also be cleaned with the sanitizing solution. �ayyr� 030°i�rkJ PERSONAL SAFETY AND HYGIENE (Cant.) 8. Only protective equipment provided by IPRC will be worn by employees. No substitution is permitted without prior permission. If equipment becomes damaged, immediately report this to the Supervisor who will make appropriate replacement. 9. The waste disposal containers are designed to protect against personnel contamination. However, the possibility of exposure does exist; and therefore, protective clothing must be worn when indicated. Violation of this policy will result in appropriate disciplinary action. 10. This policy will be reviewed on an annual basis to ensure its effectiveness and compliance with applicable guidelines and regulations. 030960 SPILL CONTROL PRCCELURE (Cont.) 6. The spill event will be reported to the Shift Supervisor and an incident report completed. 7. This policy will be reviewed on an annual bAsis to ensure its effectiveness and compliance with applicable guidelines and regulations. THIS ADDEDUM IS PROVIDED IN ACCORDANCE WITH INSTRUCTIONS OF THE COLORADO STATE HEALTH DEPARTMENT SOLID WASTE DIVISION. THE SECTION NUMBERS REFER TO SECTION 10.2.1 OF THE PROPOSED REGULATIONS FOR SOLID WASTE INCINERATION FACILITIES. AT THE TIME OF FILING THE C.D. APPLICATION THESE REGULATIONS HAD NOT Y T BEEN ADOPTED BY THE BOARD OF HEALTH. IT IS WIXCO'S AND I P.R.C. 'S INTENT TO MEET ALL PRESENT AND FUTURE REGULATORY QUIREMENTS CONCERNING THE OPERATION OF THE FACILITY. 10. 2 . 2 1-8) All items are covered on the topographic map which is included. 9) All bio-medical waste will be stored in sealed, leak- resistant boxes. The boxes will be unloaded onto pallets at the incinerator to keep the material off the floor. All boxes will be stored indoors after pickup from the hospital. The primary (pages 11a) storage and unloading area is presented in Figure 3 of the main CD submission. 10) The building in which the incinerator will be housed is 45 ' x 55 ' x 18 ' (eveheight) . The building is located as described in the main portion of the CD submission. 11) At the present time only internal computer monitored scales will be used internally to weigh the collected materials. 12) The only utilities which will be installed on site will be the replacement of a 220 volt power line feed with a 440V feed line. b) Since the building and almost all of the utilities are in place, no construction plans are envisioned. 10.2 . 3 a) As described in Section 2 . 1 of the CD, the estimated BTU values will vary from 7, 500 to 13 , 000. The ash will have no residual BTU value. b) See Figure 1 of the Addendum. c) Please see Section 3 . 3 of the CD. At this time, no bulky noncombustible material will be picked up or stored. d) Please see Figure 3 in the CD. 10.2 . 3 b. Temperature Monitors and interlock Air Water Waste Incinerator Off Gas Scrubber Propane Ash Thickener Sludge CaO Stack Baghouse Co Dust Combined with ash O2 Monitors L3O::13 e. The information requested as to the size, type, capacity, and general specifications, including the air emission control, and process monitoring system are included in Appendix A, Air Quality Permit and Application of the CD Application. f. International Process Research Corporation maintains a complete fabrication and maintenance shop facility for all of its process equipment. This facility will be used to repair, refine and maintain all the equipment for the incinerator operation. Spare parts for all critical areas of the operation will be maintained on site. g. At the present time, INTERPRO will not recover the excess energy from the system. We may, after the appropriate research is conducted, recover the metal sharps from the ash. h. (1) The incinerator is a 3 ' inside diameter by 33 feet long, refractory lined rotary kiln. The kiln was fabricated by the Colorado School of Mines Research Institute and has been operated for 20 years on R&D projects for the mineral, chemical and environmental industries. (2) The incinerator is composed of a steel shell lined with 6" of castable alumina refractory. (3) The system will use programs as an auxiliary fuel for the combustion and temperature control. The auxiliary fuel system description is provided in Appendix A (Air Quality Permit in the CD Appliction. ) (4) The fuel charging system can specially handle a 6. 6 cu ft box every 30 seconds. All biomedical waste fed to the system will be in closed sealed leak-resistant boxes. (5) The rotary kiln will be set up so that the feed interlock system will not operate unless the temperature in the system ( 1400°F is the combustion zone and 1800F is at the discharge end) is set. The system will also monitor Co and O2 levels in the off-gas stream. (6) The design and operating requirement requested are presented in the Air Quality Permit granted by the Colorado Department of Health and are included in CAR a::)`. Appendix A and B of INTERPRO's Air Quality Application. (7) The expected overall ash chemical composition is not yet known and will change as regulations change. However, an EP Toxicity test performed by the BFI Medical Waste Laboratory in Houston concluded that the material will pass a standard EP Toxicity test. These results are present in Table 1 of the Addendum. The ash produced by INTERPRO kiln will be dry (with sufficient water only to suppress dust, if necessary) . We estimate that the ash will weigh approximately 60 pounds per cubic foot and have a partial size distribution from 1/4 in. to 25 microns. At the present time INTERPRO estimates that from the 750 pounds per hour of biomedical waste incinerator that 50 to 75 pounds of ash will be generated. TABLE 1 EXTRACTION PROCEDURE TOXICITY USEPA Maximum Allowable Parameter Result Concentration Arsenic, mg/L <0. 20 5. 0 Barium, mg/L 4 . 11 100. 0 Cadmium, mg/L 0. 17 1. 0 Chromium, mg/L 0. 06 5 . 0 Lead, mg/L 0. 56 5 . 0 Mercury, mg/L <0. 0005 0 . 2 Selenium, mg/L <0. 10 1. 0 Silver, mg/L <0. 05 5. 0 Endrin, mg/L ---- 0. 02 Lindane, mg/L ---- 0. 4 Methoxychlor, mg/L ---- 10 . 0 Toxaphene, mg/L ---- 0 . 5 2 , 4-D, mg/L ---- 10. 0 2 , 4 , 5-TP Silvex, mg/L ---- 1. 0 J. All wash water, scrubber residue and sludge will be recycled through the incinerator and disposed of in the ash. The ash will be disposed of as described in Section 2 . 5.2 , Page 11 of the CD Application. K. As described in the main CD Application, Wixco has reciprocal Disposal Agreements with several other incinerators. In addition, a complete maintenance and fabrication inhouse facility will be available for repairing and maintaining the incinerator. A complete set of critical spare parts will be kept to facilitate any unforeseen mechanical problems. Since the kiln scrubber and baghour have been in operation before as a system, limited maintenance and downtime problem are foreseen. L. The majority of the utilities to be used at the site have already been installed. We envision a 440 volt electric power line installed will be the only major installation requirement. m) As described in Section 3 . 5 of the CD Application. n) As described in Section 3 .8 of the CD Application. 10. 2 . 4 Facility Operating Plan: a) As described in 3 . 0 of CD Application. b) As described in Section 3 . 0 of the CD Application. c) As described in Section 3 . 0 of the CD Application. d) As described in Section 3 . 4 and 3 .5 of CD Application. e) As described in Section 34 . 5 of the CD Application. f) INTERPRO plans to hire or transfer 8 operators to the facility in Weld County at full capacity. The operation will be under the supervision of an INTERPRO Engineer. Job descriptions for the operators are presented in Appendix 1 of the Addendum. g) Hiring of operators will be conducted in the Weld County are through newspaper advertisement and employment agencies. Training will take place on site and at our facilities in Golden. Every new employee will have 24 hours of classroom and hands-on training prior to actual operation. After the classroom training each helper will review not less W than 80 hours on training by an operator prior to operations. A training manual for the INTERPRO technicians is presented in Attachment B. H. As presented in Section 3 . 5 of the original CD Application. I. All design drawings, facility records, incinerator records, maintenance records, etc. , will be kept on site. A duplicate set of all data will be kept at our facility in Golden, Colorado. J. Records will be maintained on site as described in 10.4 of the regulations. 890980 STATE OF COLORADO COLORADO DEPARTMENT OF HEALTH cod. 4210 East 11th Avenue rN4�. ��'g. Denver, Colorado 80220 *,, Phone (303) 320-8333 fi , 1816♦ Roy Romer July 25, 1989 Governor Thomas M. Vernon, M.D. Executive Director Ben Gibbons Wixco Services, Inc. 5906 McIntyre Street Golden, CO 80403 Dear Ben: Per your July 21, 1989 letter to this Division regarding minor modifications to your incineration facility application, the Division has the following recommendations to Weld County: 1. Transporters other than Rocky Mountain Environmental Inc. should be allowed to use the facility if they follow the same screening protocols, spill control procedures, training regimens, and safety procedures as defined in Wixco's application materials and the Division's June 16, 1989 letter. 2. 24 hour per day, 7 day per week operation is acceptable to this Division providing that routine inspection and maintenance procedures defined in Wixco's application and the Division's June 16th letter be adhered to. 3. The security procedures detailed in your letter—tire barriers, chained access road, locked building and storage units, and security dogs—meet the requirements of the Solid Waste Act and Regulations for your facility. If you have any questions regarding these recommendations, please contact me at 331-4830. 'SS�iSincerely,ly, (/J/ ��//JJtep�hen J. 0rzynski, P.E. Public Health Engineer Hazardous Materials and Waste Management Division SJ0/mw/4870K y�y cc: Keith Schuett, Weld County Planning Department D IJ Eirl � \V/d AUG ^ 1989 Weld Cir, w;au,'ue •.tImp)lisswI 890980 JUL 2 6 1989 July 13, 1989 Nerd Co. Nlaimmit Gummw!w Department of Planning Service Attn: Mr. Rod Allison, Room 342 915 10th Street Greeley, CO 80631 rear Sirs, As a Colorado healthcare provider, and a generator of medical waste, our organization desires to offer support for the application by Wixco Services, Inc. for a medical waste incineration facility to be located in Weld County near Hudson. Prior to selection of Wixco for our medical waste disposal service, we reviewed the various options available for disposal of such materials, and determined that incineration is the best method. Wixco -was =clamed due to their knowledge of regulations, technology, and concern for and plans for resolving environmental issues relating to medical waste disposal. Wixco's professional approach to the service and the fact that they are a Colorado corporation were also factors in our selection process. We are aware that Wixco's application has generated same opposition by lanai residents. It appears that everyone wants a resolution to the issue of disposal of medical waste, but does not want that solution to be located near them. It is a reality that all residents of Weld County, as well as of Colorado are responsible for the generation of some medical waste. Disposal resolution should be viewed as a county, as well as a state, issue and a location is needed to service healthcare providers. We believe that Wixco's plan offers an environmentally sound and economically feaaible resolution to medical waste disposal and urge that the Wixco facility receive approval. Sincerely, 10� oi Dr. Daryll Williams, D.D.S. 1930 Blue Mesa Court, Loveland, CO 80538 cc: Board of County Commissioners P.O. Box 758 GLteley, CO 80632 8340980 May 1, 1989 Department of Planning Service Weld County 222 E. 9th Avenue par Sirs, As a Weld County company, and a generator of medical waste, our organization desires to offer support for the application by Wixco Services, Inc. for a medical waste incineration facility to be located in Weld County near Hudson. Prior to selection of Wixco for our medical waste disposal service, we reviewed the various options available for disposal of such materials, and determined that incineration is the best method. Wixco was selected due to their knowledge of regulations, technology, and concern for and plans for resolving environmental issues relating to medical waste disposal: Wixco's professional approach to the service and the fact that they are a Colorado corporation were also factors in our selection process. We are aware that Wixco's application has generated some opposition by lcral residents. It appears that everyone wants a resolution to the issue of disposal of medical waste, but does not want that solution to be located near them. It is a reality that all residents of Weld County, as well as of Colorado are responsible for the generation of some medical waste. Disposal resolution should be viewed as a county, as well as a state, issue and a location is needed within Weld County. We believe that Wixco's plan offers an environmentally sound and economically feasible resolution to medical waste disposal and urge that the Wixco facility receive approval. Sincerely, Ft. Collins Health Care Center o n1 1000 LeMay Ave. , Fort Collins, CO 805241.� J�71 �� � cc: Board of County Commissioners P.O. Box 758 ri JUL 3 1 1989 Greeley, O0 80632 Weld Co. Plank! C'mlmissiep 890980 CV July 5, 1989 Department of Planning Service Attn: Mr. Rod Allison, Room 342 915 10th Street • Greeley, CO 80631 Dar Sirs, As a Colorado healthcare provider, and a generator of medical waste, our organization desires to offer support for the application by Wixco Services, Inc. for a medical waste incineration facility to be located in Weld County near Hudson. Prior to selection of Wixco for our medical waste disposal service, we reviewed the various options available for disposal of such materials, and determined that incineration is the best method. Wixco was selected due to their knowledge of regulations, technology, and concern for and plans for resolving environmental issues relating to medical waste disposal. Wixco's professional approach to the service and the fact that they are a Colorado corporation were also factors in our selection process. We are aware that Wixco's application has generated some opposition by 7-ern' residents. It appears that everyone wants a resolution to the issue of disposal of medical waste, but does not want that solution to be located near them. It is a reality that all residents of Weld County, as well as of Colorado are responsible for the generation of some medical waste. Disposal resolution should be viewed as a county, as well as a state, issue and a location is needed to service healthcare providers. We believe that Wixco'S plan offers an environmentally sound and economically feasible resolution to medical waste dispose]. and urge that the Wixco facility receive approval. Sincerely, Q. A ;-cam — r'----r•--^--. cc: Board of county Commissioners LJ UL 3 1 1989 P.O. Box 758 U CS Greeley, CO 80632 Weld Ca. Planing vummissiea 890980 p , J LOVELAND n. ^� ter ,FOOT & ANKLE . . • CLINIC MICHAEL J. BURNS, D.P.M. PETER D. SCHULTZ, D.P.M. July 13, 1989 Department of Planning Service Attn: Mr. Rod Allison, Room 342 915 10th Street Greeley, CO 80631 'Isar Sirs, As a Colorado healthcare provider, and a generator of medical waste, our organization desires to offer support for the application by Wixco Services, Inc. for a medical waste incineration facility to be located in Weld County near Hudson. Prior to selection of Wixco for our medical waste disposal service, we reviewed the various options available for dismal of such materials, and determined that incineration is the best method. Wixco was selected due to their knowledge of regulations, technology, and concern for and plans for resolving envirormlental issues relating to medical waste disposal. Wixco's professional approach to the service and the fact that they are a Colorado corporation were also factors in our selection process. We are aware that Wixco's application has generated some opposition by local residents. It appears that everyone wants a resolution to the issue of disposal of medical waste, but tiros not want that solution to be located near them. It is a reality that all residents of Weld County, as well as of Colorado are responsible for the generation of some medical waste. Disposal : resolution should be viewed as a county, as well as a state, issue and a location is needed to service healthcare providers. We believe that Wixco's plan offers an environmentally sound and economically feasible resolution to medical waste disposal and urge that the Wixco facility receive approval. Sincerely, ULJ • cc: f County Camn.issioners c 0 I Ln (� i S� S�,JJ P.O. 758 'Greeley, CO 80632 .JUL,IUL `2 7 1989 NICi6 Cu ct ,,, ne ,:numm qu 1440 BOISE AVE. • LOVELAND, COLORADO 80538 • (303) 663-1330 890980 27 July 13, 1989 Department of Planning Service Attn: Mr. Rod Allison, Roan 342 915 10th Street Greeley, CO 80631 ftar Sirs, As a Colorado healthcare provider, and a generator of medical waste, our organization desires to offer support for the application by Wixco Services, Inc. for a medical waste incineration facility to be located in Weld County near Hudson. Prior to selection of Wixco for our medical waste disposal service, we reviewed the various options available for disposal of such materials, and determined that incineration is the best method. Wixco was selected due to their knowledge of regulations, technology, and concern for and plans for resolving environmental issues relating to medical waste disposal. Wixco's professional approach to the service and the fact that they are a Colorado corporation were also factors in our selection process. We are aware that Wixco's application has generated some opposition by lrral residents. It appears that everyone wants a resolution to the issue of disposal of medical waste, but does not want that solution to be located near them. It is a reality that all residents of Weld County, as well as of Colorado are Lebpunsible for the generation of some medical waste. Disposal resolution should be viewed as a county, as well as a state, issue and a location is needed to service healthcare providers. We believe that Wixco's plan offers an environmentally sound and economically feasible resolution to medical waste disposal and urge that the Wixco facility LCceive approval. Sincerely, iV a Gr%L 4%D/ Dr. Daryll Williams, D.D.S. 1930 Blue Mesa Court, Loveland, CO 80538 cc: Board of County Commissioners P.O. Box 758 Greeley, CO 80632 JUL 27 1989 got f+Lmaciv °,rnn<.w! 890980 D iiX5 5 \97---, Cr' J U L 3 1 1989 4' k*iieir✓ . 'Mi C1ex .vc4-v 7 Weld C . ¢lauaiiw again' vet-4-z- cu mice• , a ytiQ 1k // . tetr,r-Iii - � I ` �cz,- -t do /IV -ne'�. el, 6O1 .6t,LeluzU,_fGL LYE o/:ecik eta. `12J dr l� ! {UX _ I Tote _na �u 1 a, 1 -1 Wirce tn.) L -� a .AI -LupL n- ye n - _. ,:z.vc.,L71444:541.itai.& :yd . _ v ) z-$u.:-i .L.4_p eci,,ac, L {J t Wit, t �. -tu a7-4u I tt��., k-;_te, . -Q- arat, -, ct - - ,- is .w (Pn '!�-o-, �ci Cttii ILr) a ,,), v - -- D , zi,e d)U) ,&; dzl,l a I E` ern ii e, .,C _ ■,✓) -u r- -.1-t 0_ �. cil k� r -1 ;Jo-, 1 - - 890980 Ayear i L izm.evi.t_. 4e-pc,, ez.„, i-Loiy, ric+,,i,A...echLi —c i -� e m a -re ,.N 4_ t E A, a 51411 Tu-. . t / Q efiI S�4-_ GL, 6 _04-v _-1w , �v -u. -d) �1- rQ 4,:,/, erT cC � 74/46 4 1.z.2 -+4.v 7 e4, i- awd L7 7!a let e eta ,- y-y,, tit. 4a cztthi4_4 'f L c e ic.a3 II c-EcJ ' UC c. _ cIA! ill--b- 05-41 -v «�.a-ate ecutz in44.,.., ,.., ditt_4.,....vitz cis2, 0-7 + jutel:act _ to-7 , ,,,,-ct-e a G .4-,,,-- _, - j • Maltlarine Simpson 674144 44"�. 4'-s-y// - - 20709 1-76 ,/ Hudson,CO 80642 AO7, ( 1',_ 7,G ' 'Jcco Berk) Sc 3D6‘it 890980 „.___,___, . 77-7 D rid,W4:17179--q a/-cC /e /'tom . I ' JUL 3 1 1989 I �; L Weld CO. Plaaimv e:n- . 1/4-74,C") ,4—_ �� —� - tea- ,, -aar4 __ - -e - 6 CC )C -7;. ,_ G,.L�,. � .f -t> �_, . ;,,SL R. =- ...----aC 2 -,4-c- .52:-, +c- . �. �,.:u�ai- �Y2 �< >71..i el-4 Co-'- ” -r'o�,e ��'i .LS2 rz- i—C-A- , ..--e--L-nd ��2_a e 74e-2-1/ ' 7 i _ 41/ -‘-ay--)C-41, t.:2-47-- -Y " Q• - ' y i. _ r._--cam2c . `!e--. ; 'u.- ...„...r.--'—/d--.9---.9z_' a-;---e -4---j-se ,.... ; el- i/ i ->L.i-G F2.G .G- « 890980 "s c� !_, �! f Ce A ;,3. �4Lt. G L /--1. / -e —zJ_ .t .:L�7-2 L%�-- -/1"u!- e` ��'cl rc.-��.G. .�-C x /� f r. /1�G E-�r.i% ec—acc.cL' ----lee A. -„e_ e. „cC /%� ��I oz._ a— r - -f.�rI'd '9 e' • am_ tet At / c Z`L'G et"- vG,_st-4YG Cam- S�f�--4 L'or-?i GG .e.a cis-„L Croe`t : . rte>�, _ s<� styLl ge 4 e'/. se CL - At- C72 .77 890980 ��� mEmoRAnDum aim willies To Planning Department July 25, 1489/ p Date Wes Potter, Environmental Health / ,( o � J COLORADO From /" WIXCO Use by Special Review Subject: The Division suggests that a development standard be included in the USR for WIXCO/TIRE MOUNTAIN regarding a performance guarentee for closure and/or an emergency response at the facility. A bond or some contingency funding available to the county to pay the expenses for work at the site in the event of Bankruptcy or abandonment of the site without proper closure is the concern. ljthi2 6 1989 L . --\ 1, J/ Yield Co. Planning IAmmISSj;n 890980 Platteville Fire Protection !) trict P.O. Box 122 • Platteville, CO 80651 (303) 785-2232 Weld County Dept . of Planning Services 7/26/89 915 10th st . Greeley, Co . 80631 Re : USR-842 Tire Mountain/Wixco Inc . The Platteville Fire District has reviewed the plans for the waste incinerator to be located at Tire Mountain 12311 Rd 41 and we have the following comments : 1 . In the proposal Wixco agrees to follow all requirements of the Platteville Fire District . Our requirements consist of the following : A. The incinerator is installed and maintained in accordance with NFPA 82 Standard on Incinerators . B. The propane handling system is installed and operated in accordance with NFPA 58 storage and handling of L.P .G . gas C . The electrical supply in installed in accordance with NFPA 70 National Electric code If for any reason these codes can not be meet alternate plans can be submitted for our review. Glenn Miller Fire Marshal Platteville Fire District r JUl 1 1969 Weld te. 090980 LIND, LAWRENCE & OTTENHOFF AI IURNEYS AT LAW THE LAW BUILDING 1011 ELEVENTII AVENUE P.0.BOX 326 GREELEY COLORADO 80632 GEORGE H.OTTENIiOFF TELEPHONE ._KENNETH F.LIND (3_KLN R.LAWRENCE 031 (3 J9 2323(1031 3569160 TELFCOPIER (303)356-1111 March 9 , 1989 Department of Planning Services 915 Tenth Street Greeley, CO 80631 Re : Application for Amended Use by Special Review and Certificate of Designation Gentlemen: Accompanying this letter are 28 copies of USR permit plan maps including vicinity map and plot plan , application fee , application form and attachments , description of operation , supporting documents and copy of Certificate of Designation application as submitted to the Colorado Department of Health. This letter is part of the application and should be construed in accordance therewith . This application is to amend USR-842 to include an additional approved use and to include an additional Certificate of Designation. Existing USR-842 and Certificate of Designation are for a tire solid waste disposal site and this application is to amend that use by adding a biomedical waste incinerator use. The incinerator does require a Certificate of Designation and the application for a Certificate of Designation has already been submitted to the Colorado Department of Health . It should be noted that this application does not propose any change or modification to the tire disposal use. This application is presented on behalf of Jarrald and Faye Jamison ( owners of the property ) and Wixco Services , Inc . , a Colorado corporation . The Certificate of Designation application is presented solely in the name of Wixco as Wixco will be conducting the actual operations . The Use by Special Review application is submitted on behalf of both Wixco and Jamison as the facility is utilizing property owned by Jamison and specifically, within a building presently on site and owned by Jamison . The proposed use of the property will be by Wixco Services , Inc . by utilizing an existing maintenance building located at 890980 Department of Planning Service March 9 , 1989 Page 2 12311 WCR 41 , Hudson , Colorado for the incineration of collected biomedical waste. Proposed Use . The waste material will be collected in sealed , lined , puncture and leak resistant heavy cardboard containers . All containers will be transported to the site in enclosed , locked trucks . All drivers are D . 0 . T trained , to include emergency response procedures. The containers will be incinerated at a minimum temperature of 1800° F. in a rotary kiln . The kiln is equipped with safety interlocks to prevent charging of waste until the appropriate temperature is obtained . The kiln is fully equipped with pollution control devices and presently holds Colorado Air Emissions Permit No. 88JE161 . 'The permit requires that visible emissions are not to exceed 20% capacity and particulate emissions shall not exceed 0 . 10 grains per dry standard cubic foot corrected at 12% carbon dioxide (CO2) . Water from the wet scrubber will be recycled through the kiln , thereby eliminating any water discharge . Initially residual ash , following compliance with E . P . A . toxicity standards , will be disposed of in an approved local landfill . It is anticipated that eventually such ash will be used in cement processing , thereby negating the need for landfilling. All collected containers will be stored , for a limited time prior to incineration , inside the building . Appropriate vermin control measures will be followed. The building will be secured at all times to prevent unauthorized access. The kiln will initially be fueled by propane gas . Wixco intends to research the feasibility of utilizing discarded tires as a supplementary fuel source , thereby reducing the number of tires stored at the proposed site . This use would only occur following proper authorization and resolution of any technical concerns over the feasibility of such a project . The possible installation of a heat recovery system, with recovered heat used for beneficial purpose , will be explored . Wixco is willing to make the kiln available , on a no charge basis , to Weld County authorities for the destruction of contraband materials . The proposed use will be conducted in a safe and environmentally sound manner , while providing a much needed alternative to present biomedical waste disposal practices , and creating employment opportunities for Weld County residents. 890980 Department of Planning Service March 9 , 1989 Page 3 Need for Use . There has recently been increased recognition among the Colorado healthcare community for the need for a comprehensive service for the proper and safe collection , tracking , and incineration of medical and biological wastes . This recognition and demand has been precipitated by a number of factors , among which are the concerns for staff safety and potential environmental impact . The relatively recent development and implementation of guidelines and procedures designed to protect medical personnel from exposure to pathogens transmitted by blood and body fluids have increased both the amount of medical waste designated as " infectious" , as well as the demand for proper disposal service . National reports of untreated medical waste appearing in public areas have increased the demand for incineration of such waste , to both ensure the proper destruction of the material as well as to reduce the volume of the residual product . There is also a growing recognition by healthcare facilities that sterilization of infectious waste and subsequent landfill disposal is both costly and environmentally unsound . The diminishing capacity of existing landfills , the opposition of new sites , and problems with differentiating sterilized medical waste from untreated waste is making landfill disposal increasingly unattractive to the medical community and to the public . It is estimated that general hospitals generate an average of three ( 3 ) to six ( 6 ) pounds of infectious waste per day for each occupied bed . An unknown amount of medical waste is generated from outpatient treatment at hospitals . The amount of similar materials from medical and dental clinics , private physician offices , nursing homes and veterinarian activities is also unknown , but they are considered to be a significant market segment. The present disposal methods for infectious waste range from the on-site incineration by large facilities to the direct disposal of untreated medical waste in the routine waste stream. The willingness and ability of health facilities to provide on-site incineration is decreasing as the amount of infectious waste increases . The factors affecting this issue include the cost of operating on-site incinerators , staffing requirements , safety concerns , and the lack of pollution control equipment on older incinerators . The cost of new incinerators in tight budgetary times are disincentives for hospitals to install new services , and prohibitory for nonhospital based facilities. 590980 Department of Planning Service March 9 , 1989 Page 4 Neither Northeast Colorado nor Weld County presently have , or anticipate to have in the near future , adequate facilities for the proper incineration of the growing amount of bio-medical waste . Wixco Services , Inc . , a Colorado owned and based corporation has responded to this need by the development of a comprehensive and economical program to collect and incinerate such waste materials . Wixco has an exclusive lease agreement on a rotary kiln incinerator , presently located in Golden and permitted by the State Health Department for the incineration of medical waste. It is Wixco ' s desire to relocate the incinerator and its operation to the Tire Mountain , Inc . , site in Weld County. The Weld County site was selected due to a number of favorable factors . The site offers adequate traffic access for the operation . The surrounding area is of a rural nature with a dispersed population. The nature of the surrounding land is such that it is unlikely that development would be of the type which would be incompatible with the facilities operation . The property is zoned as I-3 ( Industrial ) which is appropriate for the nature of the proposed operation . There is an existing building on the site suitable for the indoor operation of the kiln and and storage requirements . Appropriate utilities are located near the facility . Additionally, the present operation on the 80 acre site is quite compatible with Wixco ' s intended use . Uses on Surrounding Properties. Surrounding properties are presently zoned agricultural and industrial . The agricultural uses consist of grazing and dryland farming and, additionally, a turkey hatchery is located in the Northwest Quarter ( NW* ) of Section Thirty two ( 32 ) which is very close to the subject property. Industrial uses are the Hudson Auto Salvage located in Section Thirty two ( 32 ) and the Tire Mountain operations which consist of a solid waste disposal site for tires and possible scrap tire recycling operations . The industrial uses are zoned heavy industrial (I-3) and thus this proposed use is compatible with all existing surrounding uses . The Town of Hudson is located 8i miles South ; the Town of Platteville is located 10} miles Northwest of the site and the area between the two towns is zoned agriculture with some special uses . Distance to Existing Residential Structures . At present there are two houses situated on the property . A third home is contemplated and has been approved. The houses are used for the on-site maintenance and operating personnel . One other house , 690980 Department of Planning Service March 9 , 1989 Page 5 situated in Section 32 associated with Hudson Auto Salvage , is located } mile North of the site on Weld County Road 28 . Four houses are located 1 mile east on Weld County Road 43 , and 1 house is located } mile South on Weld County Road 41 . For locations see "Vicinity Map" . Maximum Number of Users . Initially , Wixco will utilize only one half of the shop building , the other half will be used by Tire Mountain . It is contemplated , however, that Wixco will need the use of the entire building in the future . Only employees and operational people for Wixco will actually use the facility so there are technically, no outside "users" . Number of Employees , Shifts and Hours. At the commencement of operations two incinerator operators and two truck drivers will be employed for initial operations . Initial operation will consist of 2 eight hour shifts , 3 days per week with operations commencing at 6 : 00 a .m. and finishing at 10: 00 p.m. When full operations begin there will be two incinerator operators and two truck drivers operating 3 eight hour shifts 6 days per week . It is contemplated that full operations will take place 24 hours per day 6 days per week . Thus , the maximum number of employees during full operations will be twelve on a 24 hour basis . All waste delivery will take place during daylight hours , Monday through Saturday only between the hours of 6 : 00 a . m . and 4 : 00 p .m . during summer months . For winter months , the delivery times will be adjusted in accordance with daytime hours so that all deliveries will take place during daylight . Type of Water Source . The subject property has an on-site domestic commercial well which will be used for consumption and sanitary purposes . This water use by the applicant will be for employee shower and toilet facilities. The operation itself does not use water except part of the pollution control equipment , the wet scrubber , will use 20 gallons per week . The existing well produces 15 gallons per minute which is more than adequate for all domestic uses. Access Route (s) . For traffic that originates to the South , that traffic can travel either Interstate 76 to Hudson , then across State Highway 52 to Weld County Road 41 , then North on Weld County Road 40 to the site ; or U . S . Highway 85 to Fort Lupton , then East on State Highway 52 to Weld County Road 41 , 830980 Department of Planning Service March 9 , 1989 Page 6 then South on Weld County Road 41 to the site . For traffic originating to the North and West , it is contemplated that traffic will use U.S. 85 , Highway 52 and County Road 41 . Type , Size , Weight and Frequency of Vehicular Traffic. The types of vehicular traffic are : ( 1 ) closed delivery trucks , 24 foot long , GVW 29 , 000 pounds , payload 7 , 000 pounds ; or ( 2 ) trailer van and tractor , 44 foot trailer , GVW 15 , 000 pounds , payload 14, 000 pounds. Frequency of vehicular traffic (average) : trailer van , two per day, six days per week maximum; delivery truck , five per day , six days per week maximum. Type of Sewage Facilities . The incinerator requires no sewage facility. The employee shower and housekeeping activities will use the existing septic system that now serves the proposed incinerator building. It has adequate capacity for the intended use . In the event that existing septic tank and leach line system is not adequate to handle the additional employees , Wixco has agreed with the owners of the property to install another septic tank and leach bed . Fire Protection Measures . The kiln is entirely enclosed with no outside flame availability . Self-activating chemical fire extinguishers , in appropriate size and types , will be installed in the operations area . Manual chemical fire extinguishers will be present . All safety measures as mandated by N. F . P . A . and Platteville Fire Protection District will be instituted and followed . Types and Maximum Number of Animals . No animals other than guard dogs are contemplated for the site. Type and Size of Waste , Stockpile , or Storage Areas . Temporary storage for closed containers before incineration will be stored inside the building . Outside access to the building will be locked when operations are not taking place . All ash will be placed in closed disposal units for storage inside the building until hauled to existing local landfills for sanitary disposal . Type of Storm Water Retention Facilities . As no outside improvements will be constructed , no facilities will be required , other than those associated with USR-842. 890980 Department of Planning Service March 9 , 1989 Page 7 Time Schedule and Method of Removal and Disposal of Debris , Junk and Other Wastes . The only waste associated with facility ' s operation will be the residual ash . Such material will be removed when the enclosed containing unit is full and has cooled to acceptable temperature , which is approximately two days . After placing the materials in the containers the containers will be disposed of in approved local landfills . Landscaping Plans and Erosion Control Measures . None, as all operations take place inside . Reclamation . It is anticipated that the use activity would continue on a long term basis . In the event that the activity ceases , reclamation procedures would involve only the building. Wixco would cease collecting waste prior to closing down the incinerator . This would permit the complete incineration of collected materials , and removal of the residual ash prior to closing down operations . The kiln would be removed from the building and transported away from the site to the new location / owner . The building would then be cleaned with appropriate solutions , and opened for inspection by regulatory authorities . In the unlikely event that the incinerator becomes unrepairable and it is deemed not feasible to replace it , waste collection would cease and any collected waste would be transported to other incinerator facilities with which contracts are in effect . Time Required for Construction and Start-up. As no major construction is required for the intended use , start-up would be expected to occur within one ( 1 ) month after approval of the use by Special Review application . Weld County Comprehensive Plan and Zone District . This application is compatible with the existing Weld County Comprehensive Plan and the intent of the I-3 zone . The I-3 ( Industrial ) zoning contemplates heavy industrial use or uses that are not desirable in other areas . Waste incineration is such a use and is a perfect use for I-3 zoning . The plan is consistent with the Weld County Comprehensive Plan as the area is industrial zoned , has other industrial and waste storage uses in the area and there is no contemplated residential growth in the immediate area. 890980 Department of Planning Service March 9 , 1989 Page 8 The property is not located on agricultural zoned land . The adjoining agricultural zoned property will not be used by the applicant . Provisions for the Protection of the Health , Safety and Welfare of the Inhabitants of the Neighborhood and the County . The proposed use will not have any adverse impact on either the environment or inhabitants of the surrounding area . All waste will be transported in sealed containers , inside locked vans , driven by trained and experienced staff. The trucks will arrive at the facility during daytime hours . The containers will be stored for a short duration , two days if a weekend follows delivery , inside the locked facility . This will negate the possibility of inadvertent exposure and vermin control issues . The kiln will burn at a temperature which has been determined to render the residual ash sterile and to destroy any airborne pathogens . The kiln has more than adequate air pollution control equipment to meet all applicable Federal and State regulations . There will be no odors or noise which will be detectable beyond the property boundary . No water discharge from the scrubber system will occur as the water is recycled through the kiln . Only biomedical waste will be incinerated . No hazardous materials will be accepted. Procedures have been established to screen out any such material either by: contractual arrangements ; State approved monitoring devices; and actual inspection of waste material . All staff members will receive appropriate training in hazard recognition , and corrective procedures . Compatible with Existing Surrounding Land Uses . The proposed use is located in an I-3 ( Industrial ) zoned area . The proposed use will interface well with the existing operations at the site. No new construction or road access is required . No permanent changes to the existing terrain is required . There will not be a significant increase in traffic volume at the site . All surrounding uses are industrial being vehicle storage and disassembly and tire land fill along with marginal dryland agricultural operations and grazing . This type of use will not interfere in any way with the existing uses . Future Development . Based upon the ag zoning and industrial zoning of the surrounding land , this type of operation is compatible as it does not interfere with agricultural uses and does not interfere with industrial uses. As the use uses a very small amount of property , it will not interfere with any increased or expanded industrial uses . As the surrounding industrial uses zoned I - 3 for heavy industrial use , this 890980 Department of Planning Service March 9 , 1989 Page 9 operation is perfectly compatible with proposed future development . Due to the isolated area surrounding the property it is not contemplated that there will be increased residential use or future development except other heavy industrial uses . Geological Hazard . There are no surface water facilities such as streams , lakes , or irrigation ditches adjacent to or on the site . The facility is not located in a flood plain nor is it a major contributory to a flood plain . Flood Insurance Rate Map (FIRM) rates this area a minimal flooding area. This facility is located in a remote agricultural setting. It is located 8} miles North of Hudson , which is the nearest town . Geologic conditions are favorable with no geological hazards that might affect this operation . The site is not located in an airport overlay district area. Noise Report . Noise as measured inside the building will be a maximum of 60 decibels , which is less than the 90 decibel limit for an eight-hour period by OSHA. Noise measured 25 feet inside neighboring property , in this case a distance more than 200 feet , cannot exceed 80 decibels from 7: 00 a.m. to 7: 00 p.m. , and 75 decibels from 7 : 00 p . m . to 7 : 00 a .m. Noise levels will not reach these limits . Therefore , we request the report be waived. We would request your review and approval of this application . Very truly yours , LINDfri , W ENCE & TENHOFF Ken nd KFL/cg Enclosure 090980 -C / /-7/. ,. // 4)) / A 4/4/<1 /, // ( r /r )/ r /2//z> 4.7 ':9 ? / -7/4. , y /1. _ / -^--l�'y�f (y C�,'. t ; 57 v v : C^`<1. .G-it e I O Y c-( i<c_./1-,‘:(4O...1 (l:lrr T't v [� Kt"i� i["1 l= l�lC/` (K.;_-L, q� /�C't: Y f4//, '6, ` : -.1, C tr.././t/4 7c If c<,y ij:`.,fit,-„, .., /e 711 :._ Y'<'( lc..((/cf; Tr c fl J,// °, `',r.e, ,�" C' /- e,%'fe(� / r; <, 71. 4-, 7,4,/, 7' c_ / 4/ .7 7/7 1. C; 1 71 Y[//. /C' C. P< -,77:;2. ,A 7,',--el ' .-L / /s / /� < � it (�iY /.r/C'�- i f / / :' {, (/I TL CIlr 7? k 5; ' f 0.V F?c f / �, }r ./.777 V-? dY ,fietc 7'4 /`:x2/ 4,,/?`; ,,, Zy ,r ,' ,,,va,:"S(c"-1 (,),/ ) �,.sc C'�l/�s (P7 ,`(.«-'rr'15( Q17 /C 7//i' f' �/:i_f2,r /g /('r r i7 LJ/ ,/ 7rc < (` 't!f/7( (I 7 c-,/ ,/,-(7,,.: '7s' { JEa : /:4, ) 4/-(/-' c>C^y" (4,C1Yr,,• C.`A t'.5 '/ A Eli ; / 1/-c 7-1 7:)".P A n //:::: / !-(rq -ir `� "`' C YVf . 89G980 I V. l�14 -1 r !1I 72/ r ( (/ / �4[ t:., /C� ♦ /. Cr -� /I-`rl //i.C . ) �i% L 1, /(V/ (2c44J 4 f/.'-C 10 �� C'b ( 1 cc yr e(11/4/7 A,/ _Z "1- /�.: / Cr'i i"�C/./; v1 , ir 7t' ,tie C{'ff�r V 74 �� O / _ rc'c / 7/0 ; /<"•:, t!✓,- / ice.( 5../,✓/c / / ` ': L ✓`+lj/ ,- 1C. ///r/ V( O / / _„„ S( l A 6e,L,, l C //, /,. /;, (‘7, /,':ti , c, cL, x7 // . e/ 11,,,,, h /-1) c,:r /'r - /+ �'� ' .,. �✓,/,' l(� f" 7:s, CYlt / 9 r / ≥ 774,---,./1,-,,, 1c / �� )'Y"4 ✓l its f J � tU E,!,_- i t ; ) y /n„' r-rt qt.' G t ? f 't ( f v,, l� %✓(°/'((rC � / Ft( C7✓ %/— Crc :;l'l:., /-(ry 1 ) C/'k () 7<C: 1 O/ / c 1-(l"". %)r 77/ /'.'' //f { < /r n% /4C:x,! / I/ / '/ 7c• i� UCC ,-r Cth 16'4 ! /i "i S ///l: l -{ �� iYi��i V'/ -7/ ` / Lr Q?: r' * i{j t) / ? ✓�' /:^ i''.: . Vie (T. 4. 71 ,Q.r� ✓✓F ,,-7-,/7.!—(/ (!_r"7.,r/f 7) c?�^ k / / /Cce / "("L o ?.-,ri ii' 4.1✓{ lL t c-t>. �`. ( n .._ *7 4//'�/C!r I`.1y Ji/.t( I/n/7 C�/,' 7 7 cr r_Y t(Y �?(^, S'f1C 7 ; /Lr�j/ /Ti/ Cf.''.to Ye �/�C 7, ✓� I,/c • yf I- q � : 271:8 (c/ ✓(/ /l"ci 4/ cc A i U K t i ( 0/ 890980 C C c.'t as €4CO3,, c.( t,7 - (/' (/( (tici c< 1(4, /1` 7 1l 7?c, 5'A EC<1 <'c ,'C cyc 7L; F. o� y`r' (/ 6ici Kf(F /'"-'//1?lc(.7^ S (o 4 ...„,74,,,,,7 / , .7//f l21 el/i2 /_7 i" �, ( 7 5_, lie)/(:,'_. f'<lC) I-- t GCi (IL efuc T y // c,1,-1 b:"; e /17 c7'/r C .5-7(•7//1 {' -474,,,,,y,. L- �C' C'•itT A: / ci i-- 0 ;-�✓ 4--: 'e 4' _.'I L %�P� �f i(j.'` Y; cc , ,--, Fy/, / /7 t /.., i? Au //,' yli-/{? 0 S/2(Ci F' )2>Cr , /A/V' / C,"C /c✓ re 4 i/-e 7N 00( !i(2) 4 7;A /1ft, 7c , , v/ <"S' 4< Kee-, 5 C i / 5d / is. �,�F� ,' 'c'b`� / /c' ,1 f /E� �• i-( - ( S t (l�� �( c• /, ��/ 7±> ,f ,kr r e 5-- .(7/e r ._/,rr ye '- e f 4;4)(Li (I‘,./77), >-7,' (,� _ 7i ��kU<- / /cc t l y, , .'C4 /(/7 I(1VS' /it(Yr11r'fg' 1.- hq'v( .?Qi 1 c` /r Ci oft) [!t )7 :,1 E, / •aLL , j Li:/-'( G+4'> C.Vie Go v ,� 'v�.l <` , // / r` :, , ,/ �- ./ 7- .7 /{jf ?//7777..,:117 : !£di X:2v i2 ;`fib r; ‘/( IL Aii'CY 4 ..ct?,l, (.e C'-(/^ /'-) / E'(:1/'/1 !i (t7'; 411 //'/ /l"i —4"/ ` Y I?y /i , 7t<k<7, / , „y 7/i - 74 - 4%5/ 5X; ir Al /2,-/7 6 c(i.,,, ,,i 4-, 890980 6-1 1 • �.' c// 0/,' (/j 7- yy t,c�--, X(-5-c A' a` c✓5' .5"/"e. 7,/ !?c /,'?ZC (<1 - <,' 4 'f Ci 7!C 7K, , IC /l /7,7cc/ lel 'fl� 7�� / icYL/t¢ rc; y I- .1 7 /VC(5- ('4S 7/4 // e'/,K/C sCI„{ C7( ,Vaal 17'2/ / .-g (t ,.; /,,, g / //, i t cl A. ACCc /','i :. ✓> : / �y -772-4,' A./4. �r /' ✓ / c`E >'• > i // ( `i'4 L .C (-) 4' /CC: /c' 1-C C I( 5'C' -11-/ /1/. l ( C°�'i!v c'i YC ,st /�r %t� F'eC 1k7 /` I(/-Y (l(6 /' S ( ) e 5. 4 L✓U L5-' , •,: % Di / ,,d C S'CI (CICS . / ^ cf� .`-l v ".'.�: _ i -//y-S.�: .1 ii i V 7 '<' rlY i 5(iNiFl,, / �'cli S 4.i.Z/'f ' . 0z7�,�',f/ ,t _ / _ (7.4--,77-7 e, cX' � ( ( ,, , , (ci, , ,/ 1AUG 21989 $ 6</ Weld Co. WfiklIR cnmuussaou 890980 [ha HEWLETT PACKARD ,Site Environmental Services FORT COLLINS SITE 3404 East Harmony Road:Fort Collins, Colorado 80525 303-229-2778 July 25, 1989 Department of Planning Service Attn: Mr. Rod Allison, Room 342 915 10th Street Greeley, CO 80631 Dear Sirs, As a Colorado healthcare provider, and a generator of medical waste, our organization wishes to offer support for the appli- cation by Wixco Services, Inc. for a medical waste incineration facility to be located in Weld County near Hudson. Prior to selection of Wixco for our medical waste disposal service, we have reviewed the various options available for disposal of such materials, and determined that incineration is the best method. Wixco was selected due to their knowledge of regulations, tech- nology, and concern for and plans for resolving environmental issues relating to medical waste disposal. Wixco' s professional approach to the service and the fact that they are a Colorado corporation were also factors in our selection process. We are aware that Wixco' s application has generated some oppo- sition by local residents. It appears that everyone wants a resolution to the issue of disposal of medical waste, but do not want that solution to be located near them. It is a reality that all residents of Weld County, as well as of Colorado are responsi- ble for the generation of some medical waste. Disposal resolution should be viewed as a county, as well as a state, issue and a location is needed to service healthcare providers. We believe that Wixco ' s plan offers an environmentally sound and economi- cally feasible resolution to medical waste disposal and we urge that the Wixco facility receive approval . Sincerely, i Gaa''ry MihCk Environmental Site Manager GM/lc cc: Board of County Commissioners h77 P.O. Box 758 ly Greeley, CO 80632 JUL 3 1 1989 Weld Co. gaoomtgadossioo 890980 gi SAMAR'ZAN FT. COLLINS GOOD SAMARITAN Phone (303) 2264909 oRETIREMENT VILLAGE 508 West Trilby Road P.Ft.Collins, Colorado 80525-9989 July 20, 1989 Department of Planning Service Attn: Mr. Rod Allison, Room 342 915 10th St. Greeley, CO 80631 Dear Sirs: As a health care provider, our Facility uses certain medical supply items which must be disposed of after usage. Especially in light of the current disposal abuse which has come to our nation's attention, it was obvious to us that some safe and acceptable means needed to be used by us in the disposal of such items. After reviewing several options, we made the decision to use the services of Wixco for this purpose since it is our view that incineration is the best method both from the standpoint of public health and environmental concerns. Not only is Wixco able to utilize an incineration process but we were impressed by their knowledge of the applicable regulations as well as the safeguards and precau— tions which they take in the disposal of such materials. Since there is a need to have a licensed incinerator operation in the State of Colorado, we strongly support Wixco' s application to operate a high temper— ature medical waste incinerator near Hudson in Weld County. As a person con— cerned about human health and environmental issues, I can appreciate the cau— tion that some of the residents of the area have, but I feel that their concern is unfounded. The extremely high temeprature of the incineration process will kill any pathological organisms which might be in the waste and the pollution control equipment to be employed by Wixco will protect the air quality. Since all of us, directly or indirectly, share a responsibility for such medical waste, it is essential that we also work together for a safe and effective disposal of such material. I feel that Wixco' s proposal will accomplish this and urge the approval of their Facility. Cordially, E ' Eu a N. ox" Administrator � ���'03cc: Board of County Commissioners i 301. 26 1989 PO Box 758 Greeley, CO 80632e Q12n‘614unmtOt in maws lore. Cu. everyone is someone90980 M luiaggig PEOPLE'S BILL OF RIGHTS • I'e.'iple in this country have the right to be safe and secure 'in their homes and work- places. We have the right to bring up our children and live uur lives free from harm imposed by toxic substances that have been brought into our communities, neighborhoods, workplaces, schools and farms by others, without our -knowledge -and without our consent. We have the right to clean air, clean water, uncontaminated food and safe places to live, work and play. We have the right to require our government to be accountable and industry to be responsible. We have the right to action and to public policy which will restore to us that which has been taken away and to stop the needless and unjustifiable attack on our lives, families, homes, jobs and future that come from the imposition of toxic sub- stances in our environment. • RIGHT TO BE SAFE FROM HARMFUL EXPOSURE. People have the inherent right co be safe in their homes and workplaces. Our children have the right to grow up strong and healthy, not diseased, deformed or to die before they've had a chance to live, to be safe in their schools, free from cancer-causing asbestos or other hazards, and to play in their backyards free from erupting chemical pits or contaminated soils. We have the right to be free from exposures, imposed on us against our will, to poisonous substances that can cause birth defects, cancer, sterility, genetic damage, miscarriages and still births. • RIGHT TO KNOW. We have the right to know what poisons other people, industry, ---- corporate polluters and government have decided to bring into our neighborhoods and work- places and the right to know how these chemicals can adversely affect our health, our environment and exactly what they intend, if anything, to do about it. • RIGHT TO CLEAN UP. -We have the right to safe, total cleanup of hazardous waste sites and spills, to have the cleanups take place quickly with our neighborhoods, homes and environment restored to the way it was before the polluters chose to contaminate them with chemical poisons. • RIGHT TO PARTICIPATE. We have the right to participate, as equals, in decisions affecting our lives, children, homes and -jobs on the matter of exposure to hazardous wastes. We have the right of access, without cost, to information and assistance that will make our participation meaningful and to have our needs and concerns be the major factor in all policy decisions. • RIGHT TO COMPENSATION. We have the right co be compensated for damages to our health, our homes and our livelihoods. The responsible parties must compensate us fur the cost of cancer treatments, care of our birth-defected children, the loss of our farms and jobs, livestock and the burial of our loved ones. • RIGHT TO PREVENTION. We have the right to public policy that prevents toxic • pollution from entering our neighborhoods by using existing technology beginning with reduc- non at the .source--a technology that will provide jobs, business opportunities and conserva- tion of valuable resources. Our workers have the right to Nairn. equipment and ocher safety measures to prevent their exposure in the workplace. • RIGHT TO PROTECTION AND ENFORCEMENT. We have the right to strong laws controlling toxic wastes and vigorous enforcement of those laws, not backroom, sweet- heart deals. If a child dies from exposure to chemical poisons in the environment, someone • must be arrested and prosecuted for manslaughter. By the Citizens Clearinghouse for Hazardous - Wastes, P.O. Box 926, Arlington, VA 22216, `i -10- 4/86 (703) 276-7070 890980
Hello