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Home My WebLink About890276.tiff RESOLUTION RE : APPROVE CONTINUANCE OF SHOW CAUSE HEARING - HOWARD DUCKWORTH, DBA WELD COUNTY DISPOSAL, 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 , the Board of County Commissioners held a public hearing on the 22nd day of March , 1989 , at the hour of 9 : 00 a.m. in the Chambers of the Board for the purpose of considering the revocation of Special Use Permit #454 , granted to Howard Duckworth, dba Weld County Disposal , Inc. , and WHEREAS , the Department of Planning Services staff recommended that said hearing be continued to allow additional time for the facility to be brought into compliance, and WHEREAS , after hearing the testimony presented, the Board deemed it advisable to continue said hearing to May 10 , 1989 , at 10 : 00 a.m. , and WHEREAS, the Board deemed it advisable to outline those items to be accomplished as follows : 1) an aerator system is to be installed, or an evaporation plan acceptable to the Weld County Health Department is to be submitted; 2) the graveling is to be completed; and 3) confirmation of the freeboard level and results of compaction tests are to be submitted to the Weld County Health Department. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the hearing to Show Cause concerning Special Use Permit #454 , granted to Howard Duckworth, dba Weld County Disposal , Inc . , be, and hereby is , continued to May 10 , 1989 , at 10 : 00 a.m. , with the above listed items to be accomplished prior to said hearing. 4.) Jly max`. Page 2 RE: CONTINUE HEARING - WELD COUNTY DISPOSAL, INC. The above and foregoing Resolution was , on motion duly made and seconded, adopted by the following vote on the 22nd day of March, A.D. , 1989 . BOARD OF COUNTY COMMISSIONERS ATTEST: xnk,L,,,J WELD COUNTY, COLORADO Weld County erk and Recorder and Clerk to the Bo d C.W. Kirby, Chirman CBY, ac uel ' e Jo n on, Pro-Tem eputy County lerk EXCUSED DATE OF SIGNING - AYE APPR VED AS TO FORM: Gene R. Brantner George K nn _ O County Attorney Go 890276 HEARING CERTIFICATION DOCKET NO. 88-48 RE: HEARING TO SHOW CAUSE FOR REVOCATION OF SPECIAL USE PERMIT #454 ISSUED TO WELD COUNTY DISPOSAL, INC. A public hearing was conducted on March 22, 1989, at 9:00 A.M. , with the following present: Commissioner C.W. Kirby, Chairman Commissioner Jacqueline Johnson, Pro-Tem Commissioner Gene Brantner Commissioner George Kennedy Commissioner Gordon E. Lacy Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Planning Department representative, Brian Bingle Health Department representative, Wes Potter The following business was transacted: I hereby certify that a public hearing was conducted to consider revocation of Special Use Permit #454, issued to Weld County Disposal, Inc. , c/o Howard Duckworth. Lee Morrison, Assistant County Attorney, made this matter of record. Mr. Morrison noted that this hearing was continued from February 1 , and reviewed the conditions of said continuance. Brian Bingle, representing the Planning Department stated that a recent inspection determined that this facility is still not in compliance and recommended that this hearing be continued not more than 35 days. Wes Potter, representing the Health Department, said that an inspection on March 20 revealed problems with the berms. He also said the facility is currently close to its maximum level and stated that he fears, if the conditions under which it has been operating are lifted, it will be out of compliance within a short time. Mr. Potter said an aeration system should be operating before the facility is allowed to accept larger amounts of waste. Robert Gehler, Attorney, came forward to represent Weld County Disposal, Inc. Tom Cope, of Total Engineering Services, submitted photos taken Monday showing that the freeboard level is being properly maintained. He said compaction tests showed that the new liner in Ponds C and D has been properly constructed. Mr. Cope also spoke about the aeration system proposed for this facility. He said it should be operational within 30 days of approval of the plan. Gary Kennedy, operations manager of the facility, said that most of the road graveling has been completed. No public testimony was offered concerning this matter. Mr. Gehler asked for a clarification of the items to be completed if this hearing is continued. Mr. Gehler agreed that the letters of understanding will continue in effect during a continuation. Mr. Morrison said that an aerator system needs to be installed, or a plan for evaporative measures acceptable to the Weld County Health Department needs to be submitted; the graveling needs to be completed; and there needs to be confirmation of the freeboard level and the results of compaction tests. Commissioner Lacy stated that, if the erosion control measures have not been completed, there needs to be a plan for erosion control from the appropriate soil conservation district. After further discussion, Commissioner Lacy moved to continue this hearing to May 10, 1989, at 10:00 a.m. Commissioner Brantner seconded the motion, and it carried unanimously. 890276 ?L .WV7 , ;7. 2 '/' Page 2 RE: SHOW CAUSE - WELD COUNTY DISPOSAL, INC. -Phis Certification was approved on the 27th day of March, 1989. APPROVED: �J L BOARD OF COUNTY COMMISSIONERS ATTEST: y alt,4^ 4,&n) WELD COUNTY, COLORADO Weld County Cl rk and Recorder /� td2 and Clerk to the Boar Z.W. Cha' an By: (94c- rvi-4 a ) Ai k-14 f—> • , , h -.i eputy County Cle Ca que Z ne J.h son, Pro-Tem -EXCUSED DATE OF APPROVAL Gene R. Brantner r George Kenne - Go do a TAPE #89-11 DOCKET #88-48 PL0447 890276 ATTENDANCE -R E C O 12 TD PLEASE write or print legibly your name , address and the name 9f the applicant or Docket # for the h-earing you are attending. TODAY'S -HEARINGS ARE AS FOLLOWS: MARCH 22, 1989 DOCKET # 88-48 SHOW CAUSE-HOWARD DUCKWORTH, DBA WELD COUNTY DISPOSAL, INC. DOCKET # 89-10 REPLAT OF PUD PLASN, FIRST FILING OF BEEBE DRAW FARMS & EQUESTRIAN CENTER- MORRIS BURK DOCKET # 89-11 PUD PLAN, FIRST FILING - DEL CAMINO CENTER PARTNERSHIP 1�� E ADDRESS HEARING ATTENDING )1A(VekLe:Ge /-7 _114 LOC(�' [Z C/ , f'G've,o I /' RC) L f cM S�'. Sup 38�� De v,tie (Bo A.-Li-Lt./ ( �p f 1 c,v c. 2 3 0 P 'C902.Q pct IA s2 S ?nit{2 Y..1 t(0 l o . W.e k4-L 1--1A .�lJ U y e. IAr en"46 awe ,s6, 44/14M24, geri47-2, ef142fC TO 4AS & '.K IS-51 Lag-11116, gE-c DiAw Gads Z-4/"Iya-R: OO /mot ed 3 IT,Z 'pl i S'v 6 a / i `�c't �.�,.:�". , 6 '>5"r E. 2 a 7 ' R rl� ' 0e- Q 1 et(,) &L a✓/- /OC7 / gi21/7 (P/4 cc lt�ctn`I /:/P ' ;4O ��ti—J2L r}� � ADQ,A e c 2-z co �: , Py prt N . 9( •� ., . . b0 52-S Tom( ,; �,,r�,t Ct DATC: March 22, 1989 CASE NUMBER: ZCH-34 NAME: Howard Duckworth, c/o Weld County Disposal ADDRESS: 7551 Cullagan Road, 111-00 San Antonio, TX 78229-2861 LEGAL: Part of the NW} NWi of Section 12, T1N, R66W of the 6th 3.M. , Weld County, Colorado LOCATION: Southeast of the intersection of Weld County Road 12 and Weld County Road 35. Staff membars from the Department of Planning Services, and the Weld County Health Department have inspected the -property and determined that concerns about compliance with standards for SUP-454 exist with the facility. The . Department of Planning Services' staff request that this show cause hearing be continued for no more than 45 days to allow the operators of Weld -County Disposal time to complete repairs, modifications, and to bring the property into compliance with all development standards. The Staff would also request that the aeration system be installed and operational on Lagoon D with in that time. 82...1429 INSPECTION REPORT NAME: Weld County Disposal LEGAL DESCRIPTION OF IRROPERTY: Part of the NWT NWi of Section 12, TIN, R66W of the 6th P.M. , Weld County, Colorado DATE: March 13, 1989 CASE NUMBER: ZCH-34 The property was inspected to determine if the property is in compliance with Amended Special Use Permit #454. Standards #2, 3, and 4 appear to not be in compliance at this time. Standard #2 indicates that all interior roads are to he graveled. All interior roads are not graveled. Standard #3 indicates that the property is to ba maintained in such a -manner as to prevent soil erosion. Areas have teen stripped of vegetation and left bare. Standard #4 indicates that the property is to be maintained in compliance with the Weld County Health Department. The pond levels exceed the 3 foot of free board. -At this time, the aeration system has not been reinstalled on pond D. -It appears that its placement along the -edge of the berm with its pipes resting on the bottom of the lagoon, could compromise the integrity of the term liner. �� l eith A. Schuett Current _Planner 890429 4M;Cep mEmAn©um- - WI Keith Schuett/Planning March 21, 1989 To Date Wes Potter, lEnvironmental Protection444 fit COLORADO From WelA County Disposal Inc. Show Cause Hearing Subject: The staff has inspected the Weld County Disposal Facility on March 20, 1989. The fallowing items Ara listed as areas of concern. 1. The Pond levels still are high enough on the berms that there is a question as to whether they have the -required 3 feet of -freeboard above the -water line. Tond C (The Northern Pond) has one point on the east side which appears to -have 31 inches of freeboard. Pond ] has one point an the South side of the Pond which appears to have 32.5 inches of freeboard. 2. It was the understanding of the staff that the operator of the facility would have the spray/aeration system operating before the next show -cause hearing so that they would be able to increase the total liquid amounts received by the facilility. The existing pond levels and the absence of an aeration system leads the staff to recommend that- the facility. not be allowed to recieva any amount in excess of that presently being dumped at the site. 3. As of 2 PM on 3/21/89, the -division has not received any report -from the engineer who is doing the evaluation on the berm repair work at the facility. It was the understanding of the staff that the report would be submitted prior to the hearing so the the staff could evaluate the report and make a recommendation to the Board at the hearing. Because of the above stated concerns, the staff is not able to make a recommendation to drop the legal action pending in this case and requests that the owner/operator be required to respond to the problems as noted. 890429 Total Engin-eering Service 4°6! 44151U. 9th Street Greeley, CD 80634 (303) 351-8744 , March 20, 1989 ::,:_:.. . . Mr. Keith-Schuett Weld County Planning Department 915 10th-Street Greeley, CO 80631 Re: Weld County Disposal Naar Keith: This letter is being provided to inform the Eounty of the completion of the rai-sing of Pond D, the reshaping of-Pond C antprovide evixience that the abmve-referenced project is now incompliance with the written conc-erns that required the show-cause hearing The berm to Pond D has been raised the additional four feet (4') es permitted by Weld_County. The liner place', in Pond D was placed in accordance to the specifications-end passed compaction tests as tested by Empire Laboratories, inc.. Pond C has been reshaped end additional pond liner materiel -was pl.aced along the reshaped slope, in accordance to the specifications and-passed compaction tests es tested by Empire Laboratories, Inc.. 1 have enclosed a copy of these test results-for your records. The construction-has resolved the concerns the County had with-the lack of proper freeboard.es well as erosion along the int-eriorslope. Based on a field inspection conducted today, the bermsto bothponds appear stable and adequate for full operation-to maintains three-foot freeboard liquid level. The water level was approximately three inches (3") below the concrete cylinder that was surveyed to represent the required-three foot freeboard from the lxxwestpoint ont-he berrn. 3 1- Ng�#7 r) • ,i 1V ; ti HL ma2119_89 I !tptdto. Planning Commissio, • 890429 Total Enginieering Service AS& 4415 W. 9th Street Greeley, CD 80634 (303) 351 -8744 Mr. Keith Schuett March 20, 1989 Page Two Total Engineering Service installed the following it-emsto assist in the monitoring of the facility: 1) A rebar was placed in the term at the same elevation of the low pint on the berm, therefore this rebar was set at an -elevation equivalent to the freeboard equalling z-ero (-F8 = 0.0'). A cross section of the berm slope was field surveyed. Please find-enclose a chart for each pDnd which equates the horizontal distance from the rehar to the water surface to an -actual Freeboard tepth. Therefore, a county heie)th specialist or the -site operator can measure the horizontal distance from the rebar to the water surface and determine the amount of freeboard from the charts provided. 2) -A concr-ete cyinder block was set in both ponds at the three foot freeboard depth, therefore any casual observer can quickly determine if the liquids are within the-freeboard levels r-equired. The mea-suring devices that were approved by the County and installed last year have been up-right-ed and appearto be workingproperly. During the summer months the approved rrreasuringtevices-and temporary measuring devices in-stalled recently will allow the County Health Diepartmentto accurately measur-e the level of water in the ponds. A masst►alance of the liquids can be properly-determined. The owner of the facility still intends to install new measuring devices that will work during the winter months. The approved measuring devices were aderluate last summer, however were found tote inadequate when ice formed on the ponds. I have recommended the installation of a slant-gauge in both ponds. This device will allow the measurement of the water level in the ponds during summer and winter months. Slant gauges should not be installed into the ponds until the water level is -at-the lowestpoint, generally late summer. Installing the slant gauge when the water level is low will allow amore accurate installation as well as a safer installation for the installer. -Plans and spe.cifications rill besubmitt-ed for approval to Weld County Health Department and the Department of Planning Services prior to installation. 890429 Total Engineering Service e 4415 W. 9th Street Greeley, CO 80634 (303) 351 -8744 Mr. Keith Schuett March 20, 1989 Page Three It is our hope that this letter will assure the County that the owner is committed to this facility and is working in gooll faith with the County. Sincerely, I • TOTAL ENGINEERING SERVICE 4 kt.° ty • itz Tom Cope, P.E. :3/2//9.;,4 . cc: Was Pntter, Weldtaunty Health Department ''o'PO/At.......° Howard Duckworth, Owner Gary Kennedy, Operator File #38-128 890429 • WELD COUNTY DISPOSAL DISTANCE - FREEBOARD MEASUREMENTS POND C HORIZONTAL DISTANCE ELEVATION FREEBOARD COMMENTS (FEET) (FEET) (FEET) 0.00 95.00 0.00 Low point on berm 1.48 94.50 0.50 2.96 94.00 1.00 4.72 93.50 1 .50 7.12 93.00 2.00 9.52 92.50 2.5_1 11.92 92.00 3.00 Required Freeboard-block set 12.40 91.90 3.10 12.88 91.80 3.20 13.36 91.70 3.30 13.86 91.60 3.40 14.37 91.50 3.50 14.89 91.40 3.60 15.40 91.30 3.70 15.91 91 .20 3.80 16.43 91.10 3.90 16.94 91.00 4.00 _ 17.46 9D.90 4.10 17.97 90.80 4.20 18.49 90.70 4.30 19.00 900 4.40 19151 90.50 4.50 20.03 90.40 4.60 20.54 90.30 4.70 Elevation 90.25 was last elev. 21.06 90.20 4.80 safely surveyed on 3/13/-89 2137 -90.10 4.90 22.09 90.00 5.00 890429 WELD COUNTY DISPOSAL DISTANCE - FREEBOARD MEASUREMENTS POND D HORIZONTAL DISTANCE ELEVATION FREEBOARD - COMMENTS (FEET) (FEET) (FEET) 0.00 91.90 0.00 Low point on berm 2.14 91.40 0.50 4.29 90.90 1.00 6.28 90.40 1.50 7.66 89.90 2.00 9.03 89.40 2.50 10.53 88.90 3.00 Required Freeboard-block set 10.88 88.80 3.10 11.24 8_8.70 3.20 11.59 88.60 3.30 11.94 88:50 3.40 12.29 88.40 3.50 12.65 88.30 3.60 13.00 88.20 3.70 13.29 88.10 3.80 13.57 88.00 3:90 13.86 87.90 4.00 14.14 87.80 4.10 14.43 87.70 4.20 14.71 87.60 4.30 15.00 87.50 4.40 15.33 87.40 4.50 15.67 87.30 4.60 16.00 87.20 4.70 • 16.33 87.10 4.80 16.67 87.00 4.90 17.00 86.9-0 5.00 17.33 86.80 5.10 17.67 86.70 5.20 18.00 86.60 5.30 18.33 86.50 5.40 18.67 86.40 5.50 19.00 86.30 5.60 19.33 86.20 5.70 19.67 86.10 5.80 20.00 86.-00 5.90 Elevation 87.5 was last elev. safely surveyed on 3/1/89 890429 Empire Laboratories, Inc. CORPORATE OFFICE P.O.Box 503 •(303)484-0359 GEOTECHNICAL ENGINEERING&MATERIALS TESTING 301 No.Howes• Fort Collins.Colorado 80522 , March- 15 , 1989 Weld County Waste Disposal Inc . 7551 Callaghan Drive , Suite 100 San Antonio , TX 78229 Re : Lagoon "C" Ft . Lupton, Colorado ELI Project #1474-L Gentlemen: Please find enclosed field density test results obtained from fill material being placed at the above-referenced project . The field density test results , obtained with a Troxler Nuclear Moisture Density Gauge in accordance with ASTM proce- dures are included on page two, along with the laboratory curve data developed for the material being placed . Very truly yours , EMPIRE N BO ATOES , INC . Edward J . Paas , P . E . Longmont Branch Manager Colorado Registration #15776 cc : Total Engineering Services / _ /pjk • ypOORq 1O ,,, 9I Branch Offices 890429 N P.O.Box 16659 P.O.Box -392 P.O.Box 1744 P.O.Box 5659 Colorado Springs,CO 80935 Longmont.CO 80502 Greeley,CO 80632 Cheyenne.WY 82003 -!r J7 (719)597-2116 (303)776-3921 (303)351 0460 (307)632-9224 ,/'� Member of Consulting Engineers Council U] I[-I o 1 -- cV c.4 c. N c\, t- I Z � 3 1 ' vD d W U m.V 1.O to 1.OLII tf) Lc u, rJ •a a i Q Ch O O` Qv a 01 o E"I a0 U1 W a Cr), CO N LID n c...) O w n 371 c Ol CO n or, r a) 01 Oti O) O1 O tp r ""{ •U Cl) '-. 1n LI to O COO- z Cr� p d to Q O, N. N. Ch C fin, O O O O O O C r r r r r r — A , A •C 0 to N. to N O 0 C • II-4z to 6,d to to r lt7 e") p tC w t a rJ N CO N N M n tg r r r r r- r r I...I A U • _ Q L .y.1 -CO to N. N CD Cr: 0 c Q, O CO . In a N. 01d Q' v) 23 ZWoj • W Q co U 6 0 •a a a a O 9 °-D Al > 3 0 0 0 0 0 C c, U�• C4 g a 41Wrn �m � �E., ca ZZ A• F E • d f s.. s.. s_ s. v - az U S a , a Z F - Li V U t0.) CI) 44 Cn L O A 3 3 w g [ E-4 0 4- 4- 4- �- O W d 4, n 0 0 0 0 1) 'It0 . J Li N ti! O ti v O O O 0 co g 7 O r N r- N 0 r N a �' @ a U r N 0 c..) C U 0 U C t..) 0 U o �o ro vi E 0. 0 0 O O • C o o E o c 4-I +. C O -C Q) C C, a t7' r4 vi O () n 3 '.100 4J Q) Q) 0r Or O pr--. M^ -CC C 0 ,1). O CT N. i-3 +•) +) Ol Q) Ql d1 W t. -6 >. 0 •3E O r Q} 41 r6 W rC 4- rl3 4- tt)ti•- 4 V m O, 0 T Vr LL' >Y OC — Or Or Or O �e' O O L W $ LLC7336 • �. F• lco co a, Ol Cr)Ql 01 01 al co Q• C 0 !cn o, in M f^ co M co M M O y p - A Q, .- � C, a Q CO CO CO CO CO el p 0 \ a 7 ? A. E Ei o p M In to J\ co Ql lK •,- F Z r- r r I- r .._. r-- 3bld"I 1 ea O C4 893429 Empire Laboratories, Inc. CORPORATE OFFICE P.O.Box 503 •(303)484-0359 GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 301 No.Howes. Fort Collins,Colorado 80522 December 7 , 1988 Total Engineering Services 4415 W. 9th Street Greeley, CO 80634 Re : Lagoon !ID" Ft . Lupton, Colorado ELI Project #1474-L Gentlemen: Please find enclosed field density test results obtained from backfill material being placed at the above-referenced project . The field density test results , obtained with a Troxler Nuclear Moisture Density Gauge in accordance with ASTM proce- dures are included on page two. The moisture density relationship data, prepared in the laboratory in accordance with ASTM D 698-78 Method "A" is included on page three . Very truly yours , EMPIRE LABORATORIES , INC . Pairb Edwar�Paas , P .E. Longmont Branch Manager Color-ado Registration #1_5776 cc : Weld County Waste Disposal , Inc . /pjk `Pg Oliq lO Q�„ Branch Offices Ie I— P.O.Box 16859 P.O.Box 1135 P.O.Box 1744 P.O.Box 5659 4\ = Colorado Springs,Co 80935 Longmont,Co 80502 Greeley,CO 80632 Cheyenne.WY 82003 (303)597-2116 (303)776-3921 (303O51-0460 ^�� 1307)632-9224 89 7 , Member of Consulting Engineers Council �^IUL' JO a I I I I a' El o r r r r r r r Cl) CI w C W Z Pg V g 6 0 a' a)to in to in a to a O 01 Cn O) O) a, a a a a ca rr^^ VI W C 0 c?, N N co in to W tC r tX m ›.IZ a N O r CC d' L[) M tf a" E V rn 0) a, m 01 Cr. a a a z I—I U c C 4 r c , V O Mtor U) r ' a W +O D aU; co co a t0 'C '' 5 .0 O O O O C O A J A • *' za Li O U lD CO - CO to to n a E _ a V T M T O OO . h. M M . v H• ^ y 3 , N r 01 0. • 0 0 r r r r r ar C cr W .. O O O al O al LE-) N VD coLE-) CC LC CC . 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IN\ _ N al .G C N N N CO co co M co co t q a u q o l_ § E v > > �'..'_. k E m 0 r N in •V to l0 i-- co a) F -hi w ' 1 0 a GC 1K 4C 1( 890429 Lagoon "D" MOISTURE DENSITY CURVE #1 LOCATION OF SAMPLE. On-Site Material _ Sandy Silty Clay TEST PROCEDURE: ASTM D 69R-7R "A" MAXIMUM DRY DENSITY: 112.2 PCF OPTIMUM MOISTURE: _ 14.8% 11 LL llf - } 10c } K " O 10 12 14 16 PER CENT MOISTURE 896429 EMPIRE LABORATORIES, INC. ..y ^le...— YL- 1.e'�.'nM.t.4•'rra.. .1—ter+•H."' 2•� k c / S E ir (1‘ ":4:::::::: i� -. tiY �� f I • Y • • {S'.. -A�fY yS� 'y5 .l l41 _ . Sy; -,...::'-',.;:-1. '' ---- I - ..'. Y a � i t` � � rs • \I . ". ' I / t r4 f 1 !may I 1.__ Hello