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Home My WebLink About20073945.tiff Brad Mueller From: Charlotte Davis Sent: Thursday, November 15, 2007 11:51 AM To: Brad Mueller Subject: USR-1584 Gerrard Wash Bay Brad, Condition 1C Wash Bay Design and Operation Plan has been submitted, reviewed and approved by Environmental Health Services. The condition is satisfied. All Health related conditions prior to recording the plat have been resolved. Best regards, Char Charlotte Davis, MPH Environmental Health Specialist 1555 N. 17th Avenue Greeley, Colorado 80631 Phone: (970) 304-6415 ext 2208 Fax: (970)304-6411 l-3945 1 ?LI'7z Brad Mueller From: Charlotte Davis Sent: Thursday, October 25, 2007 9:40 AM To: Brad Mueller Subject: RE: FW: Gerrard Wash Bay Plan Brad, I left you a voice mail. This is not a detailed design and operation plan for their wash bay. Call me at 8723, I will be here until 12:30 if you want to discuss this more. Regards, Char Original Message From: Brad Mueller Sent: Tuesday, October 23, 2007 3:58 PM To: Charlotte Davis Subject: FW: FW: Gerrard Wash Bay Plan Char, Did you respond to this? I couldn't find anything, so I wasn't sure. My read of the response is that it seems a bit iffy. If you don't think this fulfills the Condition, that's fine, just let me know. Thanks -- call if we should discuss. Brad Original Message From: Brad Mueller Sent: Tuesday, October 09, 2007 1:25 PM To: Charlotte Davis Cc: Jim Fitzgerald; Brad Mueller Subject: RE: FW: Gerrard Wash Bay Plan Char, I've received this in conjunction with USR-1584 (Gerrard Construction) . Can you please advise me as to whether this adequately fulfills your department's Condition of Approval (1.C) ? If you have questions or need to provide information to the applicant, please contact Jim Fitzgerald at the number below. Thanks! Brad Original Message From: Jim Fitzgerald [mailto:jimfitz@frii.com] Sent: Tuesday, October 09, 2007 11:34 AM To: Brad Mueller Subject: FW: FW: Gerrard Wash Bay Plan Brad, Here is the correspondence requested. I will save it this time! ! ! ! Jim Fitzgerald 970-566-1139 jimfitz@frii.com Original Message From: CHARLES JOHNSON [mailto:cgjohnso@smtpgate.dphe.state.co.us] Sent: Tuesday, October 09, 2007 9:24 AM 1 To: Jim Fitzgerald Cc: CHARLES JOHNSON; Rick Koplitz Subject: Re: FW: Gerrard Wash Bay Plan Jim: I discussed your plan with Rick Koplitz in the Water Qaulity Control Division. We have the following feedback: 1) we can not act as your consultants regarding the truck wash design, 2) there are no guarantees that currently proposed design will meet the state groundwater standards at the end of the pipe. Now for the good stuff: 1) based on some research that Rick did it appears there may be some modular treatment units that could help the truck wash effluent meet the state groundwater standards, if they are not met with only the oil water separator, 2) this can be best evaluated by an environmental professional/water treatment engineer if needed. They are very useful as professional consultants in this area, 3) please do not release any water to the pond prior to determining if the constituent concentrations are less than the state groundwater standards. We won't really know the answer to this question until you wash some vehicles, capture the water and have it analyzed. 4) collect water samples for volatile organic constituents, poly aromatic hydrocarbons, and dissolved metals. You may contact an environmental laboratory for procedures regarding the samples containers, protocols, requirements. Please contact us prior to collecting and analyzing the sample to verify that the corrects tests are being run. In addition, the lab may also recommend an environmental professional firm for the collection and handling of the samples, 5) Please provide a closure plan for the oil/water separator in accordance with the solid waste regulations section 2.5 (see below) . This should be very simple such as cleaning the until, disposal of any residuals, and verifying that the unit is clean. 6) Please provide procedures for handling the potentially contaminated soils including their treatment, testing, and final disposal ( I believe you were already discussing some of this information with Waste Management) . 7) if there is a chance that the pond will ever overflow into the creek, then the facility must get a stormwater discharge permit. You may contact the Water Quality Control Division at 303-692-3500 and ask for the public assistance person for the Permits Unit. We will work with you and the facility folks to help resolve any outstanding issues related to this site. If the water from the oil/water separator does not meet the state groundwater standards, we recommend retaining a water quality professional and we will meet with them and you to create and evaluate options to upgrade the design to ensure compliance with the regulations. Thanks, Charles >>> "Jim Fitzgerald" <jimfitz@frii.com> 07/24/2007 7:22:16 AM >>> Jim Fitzgerald 970-566-1139 HYPERLINK "mailto:jimfitz@frii.com"jimfitz@frii.com 2 From: Jim Fitzgerald [mailto:jimfitz@frii.com] Sent: Tuesday, June 05, 2007 5:18 PM To: 'charles.johnson@state.co.us' Subject: Gerrard Wash Bay Plan Charles, Attached is the plan we discussed. Thank you for your help. Best regards, Jim Fitzgerald 970-566-1139 HYPERLINK "mailto:jimfitz@frii.com"jimfitz@frii.com No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.5.472 / Virus Database: 269.8.9/832 - Release Date: 6/4/2007 6:43 PM No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.5.476 / Virus Database: 269.10.16/914 - Release Date: 7/23/2007 7:45 PM Charles G. Johnson Solid Waste Unit Leader 303-692-3348 charles.johnson@state.co.us No virus found in this incoming message. Checked by AVG Free Edition. Version: 7.5.488 / Virus Database: 269.14.3/1054 - Release Date: 10/6/2007 7:12 PM No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.5.488 / Virus Database: 269.14.3/1054 - Release Date: 10/6/2007 7:12 PM 3 Brad Mueller From: Bruce Barker Sent: Thursday,August 23, 2007 2:55 PM To: Brad Mueller Subject: RE: Gerrard I.A. Brad: I just got a call from the attorney for Gerrard. We have agreed to change paragraph U. to the following: Provision of Insurance U. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage (naming Weld County as an additional named insured) , and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. Nothing herein shall be construed to relieve GERRARD or any third-party from normal liability to the COUNTY for the cost of damages to the aforementioned roadways that may be caused by the negligence or unlawful acts of GERRARD or a third-party. Their attorney is going to provide some other suggested language and send that to me by e- mail tomorrow. Bruce. Original Message From: Brad Mueller Sent: Wednesday, August 22, 2007 7:34 AM To: Bruce Barker Subject: Gerrard I.A. Bruce, Thanks for your call late yesterday. I was embarrassed to hear that they hadn't contacted you; they've been so incessant with this I.A. , that I felt sure they'd call you just as soon as we discussed it last week. Thanks for looking at that. I've sent them a note that they either need to accept what we have, or contact you ASAP with their concerns. Thanks, Brad 1 Page 1of1 Brad Mueller From: David Bauer Sent: Wednesday, June 27, 2007 3:15 PM To: Frank Piacentino; Brad Mueller Cc: Donald Carroll; David Bauer Subject: Grading permit- Gerrard site, WCR 13, USR-1584 Frank, I have received and reviewed the proposed grading plans for the Gerrard site located east of WCR-13 south of U.S. 34 (also known as USR-1584). The proposed grading plans for USR- 1584 are acceptable. The erosion and sediment control plans for USR-1584 are also acceptable. Weld County Public Works recommends releasing only an early grading permit for this site. Public Works does not recommend releasing Gerrard for any further work (including foundation and footing construction, building construction) until the County has: 1. received and accepted signed offsite improvements agreements including pavement design and construction schedule for the WCR 13 construction work, 2. received and accepted stamped and signed final plans for the WCR 13 construction work to be completed by Gerrard, 3. received and accepted bonding for the onsite construction and landscaping work, 4. received and accepted bonding for the WCR 13 construction work. Please call me or Don Carroll if you have any questions, David Bauer, P.E. Weld County Public Works 06/27/2007 Page 1 of 2 A. Brad Mueller From: Brad Mueller Sent: Friday, June 22, 2007 3:28 PM To: David Bauer; Donald Carroll; Bryon Horgen; Frank Piacentino Subject: RE: Gerrard plans and comments on our comments This all sounds reasonable, Dave. Thanks. Frank and Bryon, with this note, we will not at this time be open to releasing an F & F-only permit, unless Public Works gets a higher comfort level. Hopefully Gerrard will simply get all of their USR requirements done in fairly short order, and the F&F-only scenario will be moot. Public Works is still ok with an early grading permit, and will give us final OK after we have received the stamped plans with the changes that they note. Thank you, all, Brad From: David Bauer Sent: Friday, June 22, 2007 2:39 PM To: Donald Carroll; Brad Mueller; Bryon Horgen Subject: FW: Gerrard plans and comments on our comments Brad, Bryon, and Don, Please see the attached. In particular please see their anticipated schedule which I will request that they revise and will have included as Exhibit B for both the onsite and offsite improvements agreements. This project is no different than many others that we process. Progressing to building construction should not occur until we have agreements and surety in place to protect the County and public in the event of their failure to complete the approved offsite and onsite improvements. As we discussed, we should not release this project any further than for a grading permit until they have signed both improvements agreements and posted the bonding. Not having seen a pavement design or final plans for WCR 13 at this point leaves very little time to finalize those agreements and for them to obtain the bonding by the July 9 they proposed for foundation construction. Therefore, their proposed construction schedule will likely fall apart. They propose paving WCR 13 in late October; that may be too late if we have an early winter, I am going to request that they move the completion of paving up to September 30. It is important that there is consistency in the County's response to Gerrard that we will need those signed agreements and bonding and a revised construction schedule. Thanks, Let me know your thoughts, David Bauer Weld County Public Works From: Jim Fitzgerald [mailto:jimfitz@frii.com] Sent: Friday, June 22, 2007 12:14 PM To: David Bauer Subject: Gerrard Shop Comments 06/22/2007 Page 2 of 2 Y Dave, As we discussed, attached is a status of WCR .13. The anticipated schedule of activities is included also. It looks like if all goes well WCR 13 improvements can reasonable happen at or near the beginning of October Best regards, Jim Fitzgerald 970-566-1139 fimfitz@frii corn No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.5.472/Virus Database: 269.9.4/860-Release Date: 6/21/2007 5:53 PM 06/22/2007 o tt CS�o� g /N C,tpnPr✓1N17 MEMORANDUM TO: Brad Mueller, Planning Services DATE: 11-June-2007 Q FROM: David Bauer,P.E.,Public Works Department COLORADO SUBJECT: WCR 13 Offsite Improvements -Gerrard Excavating USR-1584 Weld County Public Works Department has reviewed the proposed offsite road improvements to Weld County Road 13 related to the Use by Special Review #1584 for Gerrard Excavating. Comments made herein may not be all-inclusive, as other concerns or issues may arise resulting from the applicants'responses to this memorandum. These comments apply to the Weld County Road 13 plans prepared by Nolte Engineering, dated May 21, 2007. The construction plans have not been stamped, sealed, or signed by a professional engineer licensed to practice in the State of Colorado. The site is located approximately '/z-mile south of US Hwy 34 near the border of Weld and Larimer Counties in Weld County, Colorado. The proposed Gerrard yard site(USR-1584)accesses onto WCR 13. Comments: t. Public Works has reviewed and redlined a set of the WCR 13 construction plans. To be accepted, the construction plans must be stamped, sealed, or signed by a professional engineer licensed to practice in the State of Colorado. Nolte will stamp the drawings. 2. Sheet RD01 of the WCR 13 road plans has notes on the typical road cross-section stating that the asphalt pavement depth will be "as per the geotechnical engineers report". No geotechnical report was submitted to Public Works. The applicant is requested to submit the geotech report and show on the plans a proposed pavement design including road base type and thickness and asphalt thickness suitable for their proposed heavy truck traffic. The designers are working on this item. Expected to be complete by 6-27-07. 3. The proposed road profile plans prepared by Nolte Engineering depict acceptable re-grading to address the railroad crossings. No action required. 4. The WCR 13 road plans show only"typical"roadside swale cross-sections. Sufficient topographic information is available to provide the proposed grading on the plan views. The applicant is requested to show the grading of the swales, their needed culverts and other details so that the plans can be used for construction and verified in the field. Flexibility for unforeseen variations is acceptable,but having no swale grading plans at all is not. Nolte will address this item. Will be submitted with the geo report on or abour 6-27-07 5. Please provide an erosion and sediment control plan for the proposed WCR 13 work. All activities (grading, utility installation, excavation, demolition, and others) shall comply with the surface water quality regulations and requirements of the Clean Water Act enforced by the CDPHE, Water Quality Control Division. The construction area is less than 1 mile from the Big Thompson River, and vigilance in stormwater management is the responsibility of the applicant. Nolte will address this item. Will be submitted with the geo report on or abour 6-27-07 Page 1 of 1 11 June 2007 6. No cut and fill calculations were provided. Please describe what will be done with any surplus materials resulting from the regrading of the road. The current estimate indicates there will be approximately 677 CY net cut. This excess material is intended to provide shoulders where possible without interfering with existing ditches, etc. Any additional material will be stockpiled on the Gerrard site or used to fill in an anticipated borrow area when the site is graded. 7. Please submit a set of construction drawings that has been stamped, signed, and dated by a professional engineer licensed to practice in the State of Colorado. Nolte will stamp the drawings. Will be submitted with the geo report on or abour 6-27-07. Construction in the ROW of WCR 13 will require road closure, traffic control, and a detour plan. Please provide the information needed to determine the dates, locations, and extent of these. We respectfully request that the design gets approved without this requirement at this time. The costs and initial discussions about need have taken place with Carnes Services. Carnes noted that the plan will have to be coordinated with other road considerations in the area. A plan at this time is premature. Note that WCR 13 was scheduled for construction after the maintenance facility so that the roadway could be kept clean during site construction activities. If all goes well and we can get started with the shop by July 1,then the road construction could start on or about mid October or the 1st of November. Given the anticipated time line traffic considerations would reasonably change from a plan prepared at this time. Note: The anticipated schedule is as follows: a. Site grading 6-21-07 to 7-6-07 b. Foundations 7-9-07 to 7-20-07 c. UG plumbing 7-16-07 to 7-27-07 d. Metal building framing 7-23-07 to 8-3-07 e. Metal bldg sheathing 8-6-07 to 8-24-07 f. Slab reinf&, concrete 8-27-07 to 8-31-07 g. Metal bldg trim 8-27-07 to 9-21-07 h. Site utilities 8-1-07 to 10-1-07 (water, elec, phone, septic) i. Pave WCR 13 10-1-07 to 11-1-07 Recommendation Public Works awaits response to the above comments. Prior to construction within the ROW of WCR 13 and US Hwy 34,the applicant is requested to apply for a grading permit and ROW permit from Weld County Public Works. Page 2 of 1 11 June 2007 ti Page 1 of 2 Brad Mueller From: Brad Mueller Sent: Friday, June 08, 2007 3:40 PM To: jimfitz@frii.com Cc: Brad Mueller Subject: Gerrard submittal Jim, Thanks for your call. I thought it would be easier to provide you with an update in writing. While I haven't gotten all of the agency review comments yet, included are those from our(Planning) review of the submittal. I think that you have received comments from Char. As you know from her letter, all of the Health Department's conditions have been met, with the exception of the washing area. It sounds like the State will complete their review in a couple weeks, so we should just continue towards producing a mylar, anticipating that that will be resolved before the actual recording. I anticipate hearing from Public Works in the next couple days. Overall, the submittal was very thorough and complete. There are a couple of items related to the USR exhibit that should be addressed prior to creating a mylar: • Is there any way to add a title block to the upper center of each of the 3 pages? This is only a request, not a requirement at this point. (At a minimum, add the Section/Township/Range info to the side title.) The D title block would read: Use by Special Review USR-1584 SW4 Section 18, Township 5 North, Range 67 West of the 6th P.M. Weld County • Please show and provide wheel stops for each of the (non-covered) parking spots, per Condition 1.1.8. ✓, 4*�; 1,4,7 6.act* • Please add a Note to Page 2, indicating that there is an irrigation system proposed that will support maintenance of the landscaping, per Condition 1.1.4 (Landscaping review letter comment). • Please call out a minimum plant size for each of the proposed plants. (These should be large enough to / be viable and provide some screening upon planting.) • Please re-locate the proposed monument sign, to be setback from the future ROW 1 foot for every 3 feet of sign height, or a minimum of 3 feet. (Setbacks are measured from the future ROW.) The draft plan shows V it directly on the ROW line. See Section 23-4-120-D. • Change the Sign Note to refer to Section 23-4-60 (not 23-4360). • The lighting note generally addresses the issue of off-site light trespass. However, the description in the legend of a"proposed light pack"suggests a light fixture that is not a true cut-off, downward-facing light, which would shine directly onto adjacent properties. Please confirm that all light fixtures are a type that will / / ( not allow trespass. Also, please clarify where the"flood lights" indicated at the southeast corner of the yard `T"w are actually located. (Are they the circular symbol? Or is that part of the symbol for the fence?) E'4. • Please clarify the type of"proposed fence" (3-rail? 6'wooden? etc.)and revise the note for the fence. / • Please clarify or fix the discrepancy between Page 1 and 2 of the office building's distance from the ROW. (Is it 178.5, or 176.5?) Also, please call out the distance of the line on Page 2 from the ROW(15'?). ✓ 06/08/2007 Page 2 of 2 • Please remove the Signature Certificates from Pages 2 and 3. The Boards and owners will only need to sign Page 1. Please note that Planning staff did not receive a copy of any of the proposed Improvements Agreements (on-site o and off-site). Please provide a copy of each, and note that the on-site I.A. should include costs associated with the landscaping. With these minor items addressed on the USR exhibit, you are ready to submit a signed (owner only) mylar for us to record (assuming no revisions required by Public Works). (Don't forget to also provide the $31 recording fee.) If you would like me to take a quick look at the copy with these revisions, however, I am happy to do so. You can either provide a revised hard copy or an electronic copy; I would let you know within a day if there were concerns with how the items above were addressed. Once we have signed copies of the I.A.'s, and have them approved by the Board, then we can record the mylar and release building permits. I understand from Frank in the Building Division that you are interested in getting an early grading permit before then; once we have Public Works comments,we can look at the possibility of authorizing an early grading permit. Please let me know if you have questions on any of the above. Otherwise, I look forward to getting the final mylar from you for recording. Thank you, Brad Mueller Weld County Planning Services 06/08/2007 _VERRARO Developing A Common Future Monday, May 21, 2007 Weld County Department of Planning Services 918 10`h Street Greeley, Colorado 80631 Attention: Brad Mueller Reference: USR-1584 Gerrard Yard Resolution 2007-0247,PL1872 dated 2-27-07 27486 Weld CR13 Loveland, Co 80537 Dear Brad, Pursuant to page 6, paragraph 5 of USR-1584 requiring the submittal of a Mylar plat and other documentation as outlined in the Resolution. The following checklist identifies and numbers the action items addressed in the Resolution, and either references the attached relevant documents or provides a status for activities still pending. Resolution Checklist 1. Page 3, paragraph 1. A. — Agreement w/K.P. Kauffman Co. for surface, and oil and gas estates, or evidence of attempt. Pursuant to the requirement,the following attempts have been made: ✓ Email sent to Mike Pritchard at KPK on 3-16-07 @ 9:20am. He will either handle or assign. ✓ Follow up call on 3-21-07 LM w/Mike ✓ 1:30 Friday,3-25-07 Jason Lilly called,Mike Pritchard to handle ✓ 3:30 Monday,3-27-07,LM for Mike Pritchard ✓ Mike P. called Tuesday 3-28-07, assuming KPK has valid lease agreements,Mike described kpk rights ✓ Mike Tucker called 3-29-07, history on oil lease, meeting scheduled for wed @ l0am at site. ✓ Kelsey Hyatt, a new staff attorney, will be attending meeting for field experience. ✓ Mike P.will produce copy of lease 4-4-07 pm or 4-5-07 am. ✓ Met at site 4-4-07,Mike will send a copy of lease agreements. 1739 South County Road 13C-- Loveland,CO 80537-- 0 970.669.1463 -- F 970.669.1964 _�ERRARO Developing A Common Future ✓ M. Tucker left message 4-13-07. Noted that he had made it to the court house and found leases,still looking for assignments of those leases. ✓ LM for M. Tucker As of the date of this submittal, no further correspondence has been received from KPK. 2. Page 4,paragraph 1. B.—Submit a Dust Abatement Plan ✓ Dust Abatement Plan-Reference Section 3 3. Page 4, paragraph 1. C. — Submit detailed design and ops plan for wash bay. Capture effluent, prevent discharge per WQCC & EPA. Written evidence to Dept of Planning 0 Services. ✓ Wash bay operations plan& Design-Reference Section 4 4. Page 4, paragraph 1. D. — Submit evidence of"above ground storage tank" permit from CDL&E: or evidence from CDL&E that permit is not required. Written evidence to Dept „/ of Planning Services. ✓ The CDL&E requirements include a closure form & registration form, (attached). Since the intent is to move the existing skid mounted tank from the existing facility to the new facility, the closure form will be submitted to the CDL&E at least 10 days prior to the move pursuant to CDL&E requirements. On or about the same time as the closure of existing skid, or once the skid is relocated, the registration form will be submitted and required inspections and compliance issues shall be addressed. ✓ Tank Closure Form/Tank Registration, Reference Section 5 5. Page 4, paragraph 1. E. — Submit "Waste Handling plan" to EHS Division of Weld 1 County. Evidence to Dept. of Planning Services. Minimum inclusions: List of expected generated waste with volumes and type List of type and volume of chemicals expected to be stored Name, address, and phone#of Waste Handler and Disposal site ✓ Waste Handling Plan—Reference Section 6 1739 South CoanfyRoad 13C-- Loveland,CO 80537-- 0 970.669.1463 -- F 970.669.1964 _�ERRARO Developing A Common Future 6. Page 4, paragraph 1. F. — Enter into Off-Site Road Improvements Agreement w/Weld 0 County Dept of Public Works for upgrade to County Road 13. Evidence to the Dept of Planning Services. ✓ Off Site Road Improvements Agreement- Reference Section 7 7. Page 4, paragraph 1. G. — Address concerns of City of Greeley per comments of 10-30- I' 06. ✓ Landscaping—Reference Plot Plan drawing#02 (See attachements) ✓ The use of the various elements of the facility have been identified on the plans. 8. Page 5, paragraph 1. H. — Submit the items requested by the City of Johnstown Fire Y, Protection District per comments of 11-2-06. Attempt to address concerns or issues. ✓ Two sets of fire protection drawings for the J.F.P.D. review shall be provided. ✓ The concerns about adequate emergency access, water supply, and all codes and standards shall be incorporated in the final design. 9. Page 5 &6,paragraph 1. I., Items 1 through 10—Gerrard Yard Plot Plan Revisions 0 ✓ All 10 items have been incorporated into the drawings. 10. Page 6, paragraph 1. J — Revised Plot Plan to WC Dept of Planning Services for ✓ "Preliminary"approval. ✓ The revised Plot Plan is included as an attachment to this submittal. 11. Page 6, paragraph 1. K — Applicant of Nolte to contact WC Dept of Public Works for O detention pond calcs. Fee involved for review. ✓ The detention pond calculations and the "Erosion Control Study" are included as an attachment to this submittal. 12. Page 6, paragraph 2. — Contact Co, Dept of Public Health & Enviro. At www.cdphe.state.co.us/wq/PermitsUnit . Storm water discharge permit and requirements. ✓ $270 per website 4.t fA val ky ✓ The requirements to obtain the permit are included on — Stormwater & Erosion Control Plan#03. ✓ Reference Storm Water Discharge Permit, Section 8 1 J 1739 South CounlyRoad 13C-- Loveland,CO 80537-- 0 970.669.1463 -- F 970.669.1964 _7ERRARO Developing A Common Future 13. Page 6,paragraph 3.—Provide letter from City of Johnstown Fire Protection District prior to construction of any structure. ✓ A letter shall be provided as required. 14. Page 6, paragraph 4. A. —Prior to C of O—Sewage disposal system for shop & office per Weld County Individual Sewage Disposal System(I.S.D.S)Regulations ✓ The required system shall be designed, fees secured and installed prior to the C of O as noted. ✓ Fee is $600 per website for Commercial Septic System 15. Page 6, paragraph 4. B. — Prior to C of O — Septic system designed by Co Engineer per Weld County Individual Sewage Disposal System(I.S.D.S)Regulations ✓ In progress. Anticipated completion of design is mid May. 16. Page 6, paragraph 5. — When all of Item # 1 items are complete, submit Mylar plat and other docs required as conditions of approval — see page six of special review for 44 specifics Fee required ✓ Upon review and approval, the required Mylar's and all other documents shall be submitted to the office of the Clerk& Recorder as requested. 17. Page 6, paragraph 6. — If plat not recorded in 30 day period from 2-14-07 or 2-27-07 ?? pay $50 continuance fee for additional 3 months. ✓ So noted. 18. Page 6, paragraph 7. — The Dept of Planning Services requests a surveyor to provide a digital copy of this Use ✓ Digital copies can be provided by the civil engineer as required. Site Specific Development Plan Action Items 19. Pages 1 through 4, Items 1 through 35. ✓ All of the items on the site specific development plan have been incorporated on "Drawing # 03" titled "Site Specific Development Plan Notes" End 1739 South County Road 13C- Loveland,CO 80537-- 0 970.669.1463 -- F 970.669.1964 AVE— WA/II A%Developing A Common Future Index Section Description Pages 1 Index 1 2 Resolution Checklist 4 3 Dust Abatement Plan 1 4 Wash Bay Operations plan 3, Ex A-F 5 Tank Closure Form/Tank Registration 3 6 Waste Handling Plan 2, Ex A-B 7 Off Site Road Agreement 8 w/cover ltr 8 Storm Water Discharge Permit 6 Attachments Plot Drawings O Plot Plan 01 0 Landscape Plan 02 0 Site Specific Development Notes 03 Civil Drawings O Cover Sheet CV01 0 General Notes CV02 0 Horizontal Control Plan HC01 0 Utilities Plan UTO1 0 Grading Plan GR01 0 Drainage&Erosion Control Plan DR01 0 Details DT01—DT04 County Road 13 (CR 13) Drawings O Cover Sheet CV01 O General Notes CV02 O Road Plan&Profiles RD01—RD03 0 Cross Sections XS01—XS05 Drainage & Erosion Control Study—Nolte Assoc,Inx. April 18,2007 Soils Report—Earth Eng.Consultants April 24,2007 1739 South County Road 13C-- Loveland,CO 80537-- 0 970.669.1463 -- F 970.669.1964 Z3ERRARO Developing A Common Future Dust Abatement Plan Date: Monday,May 21, 2007 Permit: Special Review Permit# 1584 Project: Gerrard Yard Design Design elements included for dust abatement are noted on the construction documents. Elements included are: ✓ Paving of County Road 13 from highway 34 south, to either side of the 1St Great Western Railroad crossing and up to the 2nd Union Pacific Railroad crossing approximately V2 mile south. ✓ Concrete paving from County Road 13 east approximately 300 feet. This section is 50 feet wide and will extend past the office building and create and entrance to the yard. ✓ Asphalt paving in the office parking lot. ✓ Concrete aprons along either side of the maintenance building. ✓ Gravel at yard locations for truck and equipment travel and parking. Construction Dust abatement to include suppression of disturbed soil that would contribute to excess levels of particulate matter. Methods include: ✓ Water trucks will spray as necessary and in quantities sufficient to stop disturbed soil from becoming airborne. Operations It is anticipated that design elements will address all of the dust abatement issues for normal operations. Should an unusual operations activity contribute to excess levels of particulate matter, a water truck will be used to suppress the disturbance as required. 1739 South County Road 13C-- Loveland,CO 80537-- 0 970.669.1463 -- F 970,669.1964 0 PERMANENT CLOSURE OR CHANGE-IN-SERVICE Notify the Division of Oil and Public Safety in writing at least 10 days before beginning either permanent closure or change-in-service of an aboveground (AST) or underground (UST) storage tank. The closure notice can be sent via e-mail, by mail, or by fax. Many local fire departments also require advance notice of tank closure. It is advisable to contact your local fire department prior to closure to ensure you comply with its requirements. Permanent closure of a UST can be accomplished by either removing the tank or by filling it with an inert substance. Permanent closure of an AST can be accomplished by removing the tank or by safeguarding it pursuant to the regulations. Change-in-service for a UST or AST means continued use of the tank to store a non-regulated substance. Notification is not required if the change is from one regulated product to another, such as from gasoline to diesel. Permanent closure or change-in-service of a UST or an AST requires that the tank be emptied and cleaned and that a site assessment be conducted. If a release or suspected release (contaminated soil, contaminated groundwater, free product, or vapors) is discovered, it must be reported to the Division of Oil and Public Safety within 24 hours. The release or suspected release must be investigated and confirmed within 7 days. If necessary, further assessment and remediation activities must be conducted. Retain closure records for at least three years. You may either keep them on site or transfer them to the Division of Oil and Public Safety office. If contamination is found at closure, retain records until the contamination is fully remediated, a site closure letter is issued by the Division of Oil and Public Safety, and all costs have been submitted and fully processed for reimbursement from the Petroleum Storage Tank Fund, even if this exceeds the three year. Report contamination on the Site Characterization Report form provided by the Division of Oil and Public Safety. If no contamination is discovered, you are not required to notify the Division of Oil and Public Safety of that fact unless you want to receive site closure. If you do, complete and submit the No Further Action Report. Please refer to Colorado's Petroleum Storage Tank regulations for more details on tank closure or change-in- service, site assessment, release reporting, release investigation, remediation, and record keeping requirements. To report a suspected or confirmed release discovered at closure or change-in-service, call the Division of Oil and Public Safety Technical Assistance line: 303-318-8547. To obtain copies of the No Further Action Required or Site Closure Report formats, either call the Technical Assistance line or download these from our website. HTTP://OPS.CDLE.STATE.CO.US/OIUINSPECTORS/INSPECTION FORMS/CLOSURE NOTICE.DOC NOTICE OF INTENT TO PERMANENTLY CLOSE STORAGE TANKS OR PERFORM CHANGE-IN-SERVICE This notice is for( one):® Permanent closure by removal ® Permanent closure in place 0 Change-in-service from regulated to non-regulated substance Complete this form and return it to the Division of Oil and Public Safety. INFORMATION REQUESTED IN BOLD PRINT MUST BE PROVIDED. Other requested information should be provided if available. You are required to conduct a site assessment in conjunction with permanent closure or change-in-service,and to report any suspected or confirmed release to the Division of Oil and Public Safety within 24 hours of discovery:303-318-8547. Check whichever of the following two boxes applies. O Site assessment has been performed. N Site assessment will be performed. Contact your local fire department prior to closure or change-in-service to ensure you comply with its requirements. Check whichever of the following two boxes applies. ❑ Local fire department has been notified ® Local fire department will be notified Facility name Gerrard Excavating,Inc. Faciity registration# 15051 Date closure or change in service will begin TBl)-Sumager 07 Mo. Day Year Must be filled in. If the closure date changes,notify this office immediately. Street address 1739 CR 13C Facility address City Loveland County Larimer 9-digit ZIP code 80537-8869 Contact information Name Nathan Gerrard Phone# ( 970 ) 669-1463 (person who should receive Division of Oil Company name Gerrard Excavating,Inc. and Public Safety Acknowledgment Mailing address 1739 CR 13C Letter) Loveland,CO 80537 Fax number 970-669-1964 E-mail address #of USTs 0 #of ASTs 1 double wall compartment tank w/3 compartments UST AST Install date(year) Capacity(gallons) Product last stored in tank X 10/26/1999 12,000 Gallons Diesel&Unleaded Gas Return completed notice via e-mail,fax or surface mail. If you mail the notice,send It in time to be received at least 10 days before closure activities begin but no more than 30 days. Questions?? Call(303)318-8507. E-mail address Fax number Mailing address oil.publicsafety@state.co.us 303-318-8546 Colorado Dept.of Labor&Employment Division of Oil and Public Safety 63317"'Street,Suite 500 Denver,CO 80202-3660 HTTP://OPS.CDLE.STATE.CO.US/OIL/INSPECTORS/INSPECTION FORMS/CLOSURE NOTICE.DOC .Ylail to: Division of Oil and Public Safety V.:? » 63317"'SL,Suite 11500 , Denver,CO 80202 E-mail oil.publicsafetvastate.co.us ABOVEGROUND STORAGE TANK REGISTRATION Return this original registration form;retain a copy for your records. MAKE CHECK FOR$35 PER TANK PAYABLE TO Division of Oil and Public f3a ely. Registration may be typed or printed in black ink. REGISTRATION REQUIREMENTS:a registration form must be completed for each location where there are aboveground peboletim storage tanks.Tanks must be registered annually or whenever there is a change in the status of the tank system. See additional information below. 1.OWNER(who owns the tanks?) Gerrard Excavating,Inc. PHONE NUMBER 970-669-1463 MAILING ADDRESS(other than facility address) 1739 CR 13C COUNTY Larimer CITY Loveland STATE CO ZIP 80537 2.FACILITY NAME(street address where the tanks are located) PHONE NUMBER Gerrard Excavating,Inc. STREET ADDRESS 27486 Weld CR13 COUNTY Weld CITY Loveland STATE CO ZIP 80537 PERSON RESPONSIBLE FOR TANK/TANK RECORDSa NU n Gerrard VP TITLE PHONE NUMBER 3.BILLING(where do you want the bill sent) PHONE NUMBER Gerrard Excavating,Inc. 970-669-1463 MAILING ADDRESS 1739 CR 13C COUNY Lanmer CITY Loveland STATECO ZIP 80537 4.OWNER TYPE COMMERCIAL X PRIVATE RETAIL FEDERAL GOVT STATE GOVT LOCAL GOVT OTHER 5.TANK INFORMATION 1 doable wall task w/3 comparrmerts TANK NUMBER Compartment Tank 1 2 3 4 5 6 PRODUCT IN TANK Clear Diesel Clear Diesel Unleaded Gas INSTALLATION DATE TBD-Summer 07 CAPACITY(in gallons) 6,000 4,000 2,000 Gal Gal Gal *OVERFILL PROTECTION Y X N YXN YX N Y N Y N Y N ••SPILL PREVENTION YX N YXN YXN Y N Y N Y N •••SECONDARY CONTAINMENT Y N X Y N X Y N X Y N Y N Y N 6.CERTIFICATION I certify that I have examined and am famirrar with the information submitted in this document,and that,to the best of my knowledge;the submitted Munition is true,accurate and complete. PLEASE PRINT NAME AND TITLE OF OWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE Nathan Gerrard,VP DATE TBD-Summer 07 •OVERFILL PROTECTION:Overfill protection equipment wil automatically shut off the flow of a product when the tank is 95%fill or alert the transfer operator when the tank is no more than 90%full. ••SPILL PREVENTION:Spill prevention equipment prevents the release of a product into the environment when the transfer hose is detached from the fill pipe. •••SECONDARY CONTAINMENT:A secondary containment is a berm surrounding the tanks which is capable of containing the capacity of the single largest tank. ADDITIONAL INFORMATION REGISTRATION FOR ABOVEGROUND STORAGE TANKS All owners or operators of aboveground petroleum storage tanks with a capacity between 660 and 40,000 gallons must annually register their tanks with the Division of Oil and Public Safety. In addition,a new registration must be filed within 30 days of a tank installation,removal,upgrade or change-in-service including change in owner(s)or operator(s). WHAT IS AN ABOVEGROUND STORAGE TANK? An aboveground storage tank is defined as one or a combination of tanks that:(1)contain an accumulation of petroleum; and(2)whose volume(including underground piping)is 90%or more above the ground. EXCLUSIONS Tanks excluded from these registration requirements are:(1)farm or residential tanks used for noncommercial purposes; (2)tanks used for storing heating oil for consumptive uses on the premises where stored;(3)crude oil tanks;(4)propane tanks;(5)pipeline facilities(including gathering lines)regulated under the Natural Gas Pipeline Safety Act of 1968,the Hazardous Liquid Pipeline Safety Act of 1979,or which are intrastate pipeline facilities regulated under state laws;(6) surface impoundments,pits,ponds,or lagoons;and(7)flow through process tanks. vd✓' .SEA-71T ?S 4)w. w: ..renz./ , _�ERRARA5 Developing A Common Future Wash Bay Operations Plan Date: Thursday,May 17, 2007 Permit: Special Review Permit# 1584 Project: Gerrard Excavating Design Design elements included for the wash bay are as described on the construction documents. Elements included are: ✓ Concrete wash bay pad ✓ Three chamber separation pit ✓ Equipment shed ✓ Oil skimmer ✓ Utilities o Gas To water heater—sized by gas co. o Electric 480V 3-phase, 110V 1-phase o Water TBD by mechanical engineer. Operation Gerrard is an excavating contractor and as such, the only waste related issue is with accumulated mud and dirt and the wash water. The wash bay is used for de-mudding equipment before it enters the shop for maintenance or for general cleaning maintenance. Heavy equipment and trucks are pulled into the wash bay. Depending on type of accumulated particulates,the equipment will be washed with: 1. Cold water pressure wash—accumulated particulates (mud) 2. Hot water pressure wash—accumulated road grime, (mud and oils) Sediment - The wash water and mud travels to the low point of the wash pad into a three chamber separation pit partitioned off by two removable weir walls. The sediment, (mud) settles to the bottom. When the sediment approaches the top of the first chamber, the weir walls will be removed and the accumulated sediment will be removed with a small front end loader, such as a skid steer, and spread in a dedicated area to be dried. 1739South County Road 13C- Lore/and,CO 80537- 0 970.669.1463 -- F 970.669.1964 Sm ear a Developing A Common Future Once dried, it is anticipated that there may be two types of spoils : 1 . Clean dirt — from accumulated mud from normal dirt work operations. 2. Contaminated dirt — from chronic oil leaks that cause build-up over time usually on the underside of equipment. The clean dirt will be stockpiled and for used for fill . The contaminated dirt shall be stored separately and shall be disposed of pursuant to state regulations and guidelines. The following source has been contacted and is available for disposal services as necessary. WM of Northern Colorado - Fort Collins 500 E. Vine Drive Fort Collins, CO 80524 (866) 482-6319 Water - As the wash water reaches the 3rd chamber of the separation pit, any oils are removed by an oil skimmer and collected in a drum. The oil, if suitable, is burned as heating fuel in the winter. If not suitable for burning as heating oil, it shall be disposed of by one of the firms noted in the "Waste Handling Plan" section. (Section 6). SKIMMER DRIVE AND OIL DISCHARGE ` 1al2f ,, trgClika -T fli %Fp crtcN Dirt SKIMMER BELT AND STABILIZER PULLEY 1•S WATER LEVEL • � +c4i Alb SETTLMG PIT Typical detail of an oil skimmer arrangement. Graphic of an elastomer belt type oil skimmer. 1739 South County Road 13C -- Loveland, CO 80537 -- 0 970. 669. 1463 -- F 970. 669. 1964 _E-ERRARO Developing A Common Future Wash water is discharged from the 3'' chamber to the on site detention pond. Wash Bay Calculations, Exhibit"B", and"Grading Plan", Exhibit "C", show that because of the size of the detention pond the impact of the wash water is minor. In other words, it is reasonable to conclude that most if not all discharged wash water will likely evaporate before it reaches the outlet of the detention pond. The other factor to be engineered for the detention pond is infiltration. Pursuant to a conversation with Rick Koplitz, from the State of Colorado Water Quality Dept., infiltration must meet a standard of no more than Y4 inch per day. Note that this calculation is the same as the anticipated evaporation calculation. Preliminary information from the Soils Engineer indicates that the soils on this site,when compacted, can meet this requirement. When evaporation and infiltration are considered together, the wash bay impact on the detention pond and the downstream discharge considerations is very small. Detergents - The anticipated product for the wash bay operation is called "Blast Away" manufactured by ZEP. The "Product Specification Report" and the MSDS sheets are included as Exhibits D & E. The label and the product spec sheet state "The detergents used in the manufacture of this product are biodegradable". An alternative product is manufactured by Hotsy. The spec sheets are also included for this product, Exhibit F. The detergents are biodegradable and are USDA and agriculture approved. Attachments: ✓ Exhibit A Wash Bay Design ✓ Exhibit B Wash Bay Calculations ✓ Exhibit C Grading Plan GR 01 —(wash bay&detention pond layout) ✓ Exhibit D ZEP Product Spec Report ✓ Exhibit E ZEP MSDS Sheet ✓ Exhibit F Hotsy Power Shine Product Spec Sheet Note: Exhibit A&B refer to a de-mudder. This pump recycles the water from the separation pit through a high volume hose for faster washing of the larger accumulations of mud. The figures do not include this in the discharge calculations since it is closed loop system. Summary—The state indicated that currently the water quality department has jurisdiction over the considerations of this project. However, the State Health Department - Solid Waste Division noted that recent discussions within the state might move jurisdiction to the Solids group. If this happens before construction, there may be additional oversight and guidelines applicable to the process that cannot be determined at this time. 1739 South County Road 13C- Loveland,CO 80537-- 0 970.669.1463 -- F 970.669.1964 s Y Exhibit A Wash BayDesign Gas 4- 6cr-cr • • Iv- TN • • Wash Bay / • / Water • • a • • 0 / • . • •• • / • . • • Electric • i .• . • • • • • of • ' . . ••4/ . mter / 1 - . S /• r 6•_3- Ai . Collection • ` udder - Y. /� .. Pit • N ?p r • pump . SO . MISS . L A O . a o q c, Y" w . 6, A • i . Equipment - gi , Room a n • = S Oil Skimmer To Detention Perm Pit # 1 Pit # 2 Pit # t-r ia-0- X S-o- s-0----t.'}------5'-0- rots_ 4e----- 18-9' §— i to dernudder Section AA Exhibit B Wash Bash Bay Usage, Infiltration , & Evaporation Calcs Mon Tues Wed Th a Fri Sat Description I Quantity 1 Unit H/Day H/Day H/Day H/Day H/Day /Da' min/wec' l gal/wek Wash Bay Usage I J - hi vol wash 50.00 gpm 0.15 0.15 0.15 0.15 1 1 156 1 NA - recycles - pres wash 5.00 gpm 1 1 1 1 4 4 720 3 ,600 Totals 55.00 1.2 1.2 1 .2 1 .2 _ 5.0 : 5.0 876 3 ,600 Gallons per day - hi vol wash 50.00 gpm 450 450 450 450 3 ,000 1 3 ,000 t--- Totals per Day 450 ` 450 450 450 3 ,000 3 ,000 NA - recycles Gallons per day - hi pres wash 5.00gpm 300 300 300 300 1 ,200 1 ,200 . � Totals per Day 300 300 300 300 1,200 1 ,200 1 Retention Pond Calcs Wash Bay Collection Pit _ - length - leg 1 360.00 If length width weir ht cf gallons ng g _ - length - leg 2 360.00 If pit 1 10 10 2.50 125 - 935 _ at ramp - - length - leg 3 507.60 If _ pit 1 _ 5 10 2.50 125 935 bot ramp - surface area 64,800 sf pit 2 5 --� 10 2.33 117 1 871.42 - average depth 1.50 ft -1 r pit 3 5 10 2.33 117 871 .42 - cubic feet water 97,200 cf I - collection pit capacity 2,678 - pond capacity (gallons) 12 ,995 gal Evaporation talcs - pond surface area 64,800 sf - std evap (1/4" / day) 0.02 ft - evap per day (cubic ft) 1,296.00 cf I 4 -- - gal / cf 7.48 gal - evap / day (gallons) 9,694 gal - evap / week ( x 7 days) 67,858.56 gal >mils Per week Evaporation loss + Infiltration loss = 135717. 12 gal-- Infiltration Calcs - pond surface area 64,800 sf - required rate (1/4" / day) 0.02 ft - rate per day (cubic ft) 1,296.00 cf - gal / cf 7.48 gal _ _ - inf iltr. / day (gallons) 9,694 gal € - evap / week ( x 7 days) 67,858.56 gal 2 -- i Summary _ - - - - Anticipated Usage Volume 3 ,600 gal/wk _ __ - Evap + Inf iltr. Calcs (E+I) 135,717 gal/wk The usage vol (3600 gal) is 2 . 65% of Evap plus - Usage volume / (E+I) 2.65% Infiltration volume, i .e . , the detention pond is likely to be dry for wash bay considerations . — r r > t � i Exhibit C ill \ l\T44is ..iii 1ry!�° �ti•, ,,fit,�1\J_,�h`L sir?? /ice � � _ , a Y i h \ \ Ili I- 1r LEGEND i r o 3 \ K a, r2� ` U El 0 [114914 a I '�r� III! IPt: \ 1 • izth \.,. 1 Ilk \ •1 4- •/, T9/to :cp., -.et JJ eJ / E1uST1NG 5' CONTOUR a ira I el I i,. ' �t -4913 K e s o \ \ SEE n tE 4 / — .. �a e ` 0 1• o PROPos> o ,' c�N1ouR a a s` phi ,t ` � f I • , $ \ I I —_ ■ •' `'•� i� — 1 /3J /•� I ^W60— PROPOSED 5' CONTOUR s g \ \ q -- j'C ♦ ash � - gas �� I 4912 STORM DRAIN PIPE s €` \ \ Iiec THD w/Cras Utility F.F. \(: / I ° 14.29 ' NOunV3 \ _l _ _\ a FLARE) END SECTION 18' CATCH J� 1 e, CURB lk GUTTER a \ \ \ I ---.�/4{4v11 12.0o z 1.14 z _ 4s, I \3L_p' 18- OUTFALL ��: wash % CURS It GUTTEROil \ / ' 127 ..�. _ -- ♦% ele tricke __I\ . . ... _ .i _ - •, / TRANS; 1 aN FROM CATCH b! sti .�.�. —.—.—.-4 -ea I TO OUWALL C a G \ !2 h� 4910 W7 •2 a . L ^ - . I I GRAVEL F-• * • 1t 8 \ I- 8y �E ', tt N - - - m/ .... ._- 1J \ $r,\x014 g 4909r1 C/ \ .- — — • — z �, F.F. 4x,347 3 � ` � � _ �. `. NOTES p •/ Leach � ` • I 1. SPOT ELEVATIONS ARE 49XX.XX rz area 1 BD n _ .... .... I UNLESS OTHERWISE NOTED. Z / per 11E 7.14i3 it 1:12 SPOT ELEVATIONS ARE TO ' Q / \\\ , I FINISHED SURFACE. CONSULT THE \ \ A after Site 2.6076 Cish Bay I SOILS REPORT FOR PAVEMENT Q a / \ r gliding. �:� See Attached — - J 0 9 V \ C , 3 , t . — .— •— I3 THE CONTRACTOR IS x/ \ ,� `'• 11 ! 2) RESPONSIBLE FOR VERIFYING THE (j) 'x•4907 , FIELD CONDITIONS AS SHOWM ONZ/ IITHE ORANNGS IF THE CONTRACTOR a�Ca \ l Mud drying area I I OISCREPANCRS HES SHALL CCQ / 5000 Sf AV*dabk IB� 2 , 4906 1 j CONfor say \ .o y. � �I� / \ 4. THE CONTRACTOR SHALL REFER �/ TO THE D COUNTY 13 PLAN SET BY NNOLTTE ASSOCIATES FOR C / ` �J ! I • MORE INFORMATION. W < / h \ • \i ii • x \ 1_.•_ •I to / \ • 4905,\,/ at \ \ 1" Wash water effluent it / 4904 I a. 9 ce ;Wash water efucnt 8 Q aPet9 '143 a { - u _ TBD - surface •- perforated, 1 4c • V'. o ./ I =. a- / 0 ‘ ft a", (7--- ev fi ,J o ' `! !/ ; 1'0: 1 • . 1.505 �. � . _ . _ . _ . _ . . i v le •- ? •t� tt�ttt�tt�tt�ttt■/t�t�tt�ttt■tttti� ■tt• � _ _ _ � t� � �O � {^l Io;,..t, / •per •` " Q ! '�� \ gl s�9^ /!� ( E \ ati De detention peed compacter a r::: \\\\ tamed to meet 10 to 6 •z\ r • required su �- I a $' 1 F.F. 4912 25 + W '• 2 0 c±,4 . \ � - 02 ` % Ss gr` o J__o 4 w Vet ae I ; .� its • o\ \ > a k' • • 1 o m lot •J• \ \ \ I..4!!tm...J i .c. • ._ \ .;FVI za 1 iron - 50 R444 > moo. $ • rosi, \ \ \ �c° EL.EV. =4903.7,e N \ �alitAI N ,�do �o' ��' �.P • n �CI\ 01�5X '°�_ _ ,.95XO \ \7 I , , 1,-- FM�PfR,Y LINE 10 ® SHEET NUMBER GRO1 M . SCALE 6 PARKING LOT DETAIL 1 - 800-922-1987 :-_ N,A HORIZONTAL: 1'. 50'SCALE 1-=201, , \ 10.n, UTILITIES. FOWS Exhibit D ZIP 1 of 2 PROD . #0379 page 189 ` ' PRODUCT SPECIFICATION REPORT „Act., BLAST AWAWN" Liquid Steam Cleaner and Heavy-Duty Detergent DESCRIPTION A concentrated liquid steam cleaning , pressure washing , and heavy-duty detergent compound composed of wetting agents, alkaline builders, and water softening agents. FEATURES BENEFITS • Reduces scale • Highly chelated to reduce or prevent scaling of coils in hot water washers and steam cleaners, depending upon local water hardness conditions. • Multi-purpose • Useful for a wide variety of cleaning operations, including steam and pressure cleaning . • Free-rinsing • Contains synthetic organic wetting agents to aid in rinsing in either hard or soft, hot or cold water. • Concentrated • Effective at dilutions up to 2 ounces per gallon . • Pleasant to use • Does not give off unpleasant odors or irritating fumes. • U. S. D.A. authorized • Authorized as an all-surface cleaner in all departments of federally inspected meat and poultry plants. APPLICATIONS Use through steam cleaners and pressure washers to degrease engines ; wash truck cabs , bodies and trailers; clean heavy machinery, greasy concrete floors , transmissions and a variety of other surfaces. Use in food processing plants. COMPANION PRODUCTS Zep Concentrated Glass Cleaner, Zep All Around , Zepenhance-All , Zep Ultra Wipes, Zep Air Fair fragrances, Deodorants, Zep Whitewall Spray, Zep Chrome Wire Wheel Cleaner, Zep Re-Tire, Zep Spotless, Zep Multi-fold Paper Towels, Zep Towel Dispenser, Zep Viton Gloves, Zep Spectra Clear Glasses SPECIFICATIONS Physical Form Thin , water-based liquid Density-Specific Gravity 8.84 lbs. / gal . - 1 .06 Propellant Type Clear, red Flash Point (TCC) None Odor Mild Shelf Life 1 year minimum pH Concentrate 12.5 - 13.5 D.O.T. Shipping Label None (2 oz. per gallon) 10.5 - 11 . 5 PACKAGING Gallons Pails Drums ZEP MANUFACTURING COMPANY 1 -877-I BUY ZEP Your One Source for Cleaning and Maintenance Products 0 -877-428-9937) D , , Exhibit PROD . #0379 page2of2 189 7SP ® PRODUCT LABEL An 4'Ulcuity&ands Company BLAST AWAYTM Liquid Steam Cleaner and Heavy- Duty Detergent BLAST AWAYTM PROD. 0379 896C TOX#:038510 LIP LIQUID STEAM CLEANER AND HEAVY-DUTY DETERGENT CONCENTRATED • MULTI-PURPOSE • REDUCES SCALING • PHOSPHATE-FREE 0 ZEP BLAST AWAY is a concentrated steam cleaner, pressure- WARNING ! washing compound and heavy-duty detergent for use in a wide variety ZEP MANUFACTURING COMPANY of difficult cleaning operations. It contains a high concentration of CAUSES IRRITATION ATLANTA, GA 30301 wetting agents for maximum dirt penetration, alkal ne builders for Concentrate can cause skin and severe eye irritation or inflammation. A Division of Acuity Specialty Products Group. Inc. dispersion of grease and grime, chelating agents to avoid hard water DO NOT swallow this product. Further information on the effects of CI FAN ACROSS AMERICA deposits. and corrosion inhibitors for use on soft metals. Formulated to overexposure is included on the Material Safety Data Sheet, which is AND THROUGHOUT THE WORLD ^' reduce or prevent buildup of scale deposits in steam coils, depending available upon request. upon local water hardness conditions. Zep advocates limiting exposure to all chemical products. Wear tight- csAcuityBrands DIRECTIONS: fitting safety glasses during product use, especially contact lens This is a concentrate. Dilute as directed below before use. Use hot wearers. Use rubber, neoprene, nitrite, or other resistant gloves. water if available. Remove contaminated clothing promptly and DO NOT rewear until BEFORE USING THIS PRODUCT. thoroughly cleaned. After handling, wash hands thoroughly with soap PLEASE READ THIS ENTIRE LABEL. MEDIUM TO HEAVY-DUTY STEAM CLEANING - Dilute 4 to 6 and water. ounces per gallon of water according to amount and nature of soil. Rinse. FIRST AID: KEEP OUT OF REACH OF CHILDREN LIGHT TO MEDIUM-DUTY STEAM CLEANING - Dilute 2 to 4 ounces EYES: Immediately flush eyes with plenty of water for at least 15 FOR INDUSTRIAL AND INSTITUTIONAL per gallon of water. Rinse. minutes, occasionally lifting the upper and lower eyelids. Get medical USE ONLY HOT SOAK TANK (FERROUS METALS ONLY) - Dilute 6 to 12 attention immediately. NOT FOR HOUSEHOLD USE OR RESALE ounces per gallon of water lepending on amount and nature of soil. SKIN: Flush contaminated skin with plenty of water. Consult a Rinse. physician if irritation develops. HEAVY MACHINERY CLEANING - Dilute 2 ounces per gallon of hot INHALATION: Move exposed person to fresh air. If irritation persists, PRECAUC ION I sprayer, soak 5 to 10 minutes and hose off get medical attention immediately. or warm water. AL USUARIO: Si usted no lee Engles, no use este Apply with P ra Y producto hasta que la etiqueta le haya side with a strong stream of water. INGESTION: If this product is swallowed. DO NOT induce vomiting. If expticada SER: ente. CLEANING GREASY CONCRETE FLOORS - Dilute 6 ounces per affected person is conscious give plenty of water to drink. Get medical (TO THE USER: If you cannot read English, do attention at once. not use this produce until the label has been fully gallon of hot water or 10 ounces per gallon of cold water. Allow to explained to you.) soak 3 to 5 minutes and mop up or rinse off. DISPOSAL AND/OR SPILL STATEMENT: As with all cleaning and WASHING TRUCK CABS, BODIES, AND TRAILERS - Use ZEP maintenance procedures, run-off from the cleaning or maintenance This product is designed exclusively for industrial and ce BLAST AWAY with high pressure min. 600 psi) andpreferably hot process should be diverted to a collection vessel, or where permitted. institpersonnel use trained. id° rec"� g ( , to a sanitary sewer (consult local and state regulations) and not personnel Label directions and pi ons must be water (140-160°F.). For heavy-duty brushless cleaning, dilute 1 part followed exactly. Zap Company mil not be allowed to soak into the ground or to enter a storm sewer. If this responsible for any, icy loss or damage i product is with 25 to 50 parts water. Always follow with high pressure rinse. used in any manner not in coniplence with label NOTE: Concentrated product may damage alkali sensitive paints and product is spilled or contaminated and cannot be used, creating the directions. or if precautions are not observed need for disposal, absorb product on an inert absorbent material, such aluminum trim. Test before use. DO NOT allow overspray to dry on HMIS RATINGS glass surfaces. Immediately rinse to prevent forma:ion of stubborn as Zep-O-Zorb or Zep Super Sorbent, and deposit in a clean, sealable residue. D.O.T. specification container for disposal as a hazardous waste. HEALTH 1 4 EXTREME Rinse area well with water. - 3 SERIOUS BIODEGRADABLE: All detergents used in the manufacture of this STORAGE: Store tightly closed container in dry area at temperatures FLAMMABILITY Q 2 MODERATE product are biodegradable. between 40°F (4°C) and 120°F (49°C). DO NOT store at temperatures 1 SLIGHT REACTIVITY 0 0 MINIMAL below 32°F (0°C). Keep this product away from food and food products. PERSONAL Glasses, PROTECTION EQUIPMENT B Gloves ZEP MANUFACTURING COMPANY 1 -877-I BUY ZEP (1 -877-428-9937) Your One Source for Cleaning and Maintenance Products ZEP Manufacturing Company Acuity Specialty Products Group, Inc. Material Safety Data Sheet P.O. Box 2015 Atlanta, GA 30301 and Safe Handling and Disposal Information 1-877-I-BUY-ZEP (428-9937) w`'vw' .com Section 1. Chemical Product and Company Identification Product name ZEP BLAST AWAY Exhibit E Product Use Liquid Steam Cleaner & Heavy Duty Detergent Product Code 0379 1 of 3 Date of issue 12/13/04 page Supersedes 07/25/01 Emergency For MSDS Information: Telephone Acuity Specialy Products Group, Inc. Numbers Compliance Services 1-877-I-BUY-ZEP For Medical Emergency: INFOTRAC (877) 541-2016 Toll Free - All Calls Recorded For a Transportation Emergency: CHEMTREC Printing date: 12/13/04 (800) 424-9300 - All Calls Recorded In the District of Columbia (202) 483-7616 Prepared by Compliance Services Group Acuity Specialty Products Group 1420 Seaboard Industrial Blvd. Atlanta, GA 30318 Section 2. Composition, Information on Ingredients Name of Hazardous Ingredients CAS # % by Weight Exposure Limits TETRASODIUM ETHYLENEDIAMINE TETRAACETATE; 64-02-8 1 - 10 Not established ethylenediamine tetraacetic acid; tetrasodium salt SODIUM METASELICATE; silicic acid (H2-Si-O3) disodium salt; water 6834-92-0 1 - 5 Supplier Suggested (United States). glass CEIL: 2 mg/m3 Section 3. Hazards Identification HMIS Acute Effects Routes of Entry Not applicable Health 1 iiiiikaard 0 Skin Hazardous in case of skin contact (irritant). Skin inflammation is characterized by itching, Reactivity 0 scaling, reddening, or, occasionally, blistering. Eyes Hazardous in case of eye contact (irritant). Inflammation of the eye is characterized by Personal Protection B redness, watering, and itching. Inhalation Avoid breathing vapors or spray mists. Over-exposure by inhalation may cause respiratory irritation. Ingestion No data on acute toxicity of the product when ingested. NOTE: MSDS data pertains to the product as delivered in the original shipping container(s). Risk of adverse health effects are lessened by following all prescribed safety precautions, including use of proper personal protective equipment. Carcinogenic Effects Ingredients: Not listed as carcinogen by OSHA, NTP or IARC. Chronic Effects Prolonged or repeated contact may dry skin and cause irritation. Over-exposure by inhalation may cause respiratory irritation. See Toxicological Information (section 11) Section 4. First Aid Measures Eye Contact Check for and remove any contact lenses. Immediately flush eyes with running water for at least 15 minutes, keeping eyelids open. Get medical attention. Skin Contact In case of contact, immediately flush skin with plenty of water. Wash clothing before reuse. Get medical attention if irritation develops. Inhalation If inhaled, remove to fresh air. If irritation persists, get medical attention. Ingestion Do NOT induce vomiting unless directed to do so by medical personnel. Never give anything by mouth to an unconscious person. If affected person is conscious, give plenty of water to drink. Get medical attention immediately. Page: 1/3 Product Code 0379 Material Safety Data Sheet Product ZEP BLAST AWAY Section 5. Fire Fighting Measures Flash Point Not applicable. Flammable Limits Not applicable. Flammability Not applicable. Fire Hazard Not applicable. Exhibit E • Fire-Fighting Procedures Not applicable. page 2 of 3 Section 6. Accidental Release Measures Spill Clean up Put on appropriate personal protective equipment (see Section 8). For large spills dike spilled material or otherwise contain material to ensure runoff does not reach a waterway. Dilute with water and mop up, or absorb with an inert dry material and place in an appropriate waste disposal container. Finish cleaning by spreading water on the contaminated surface and dispose of according to local and regional authority requirements. Section 7. Handling and Storage Handling Avoid contact with eyes, skin and clothing. Avoid breathing vapors or spray mists. Do not ingest. Wash thoroughly after handling. Wash contaminated clothing before reusing. Storage Keep container tightly closed. Keep container in a cool, well-ventilated area. Store between 40°F - 120°F. Keep out of the reach of children. Section 8. Exposure Controls, Personal Protection Personal Protection Protective Clothing (Pictograms) Eyes Safety glasses. VC7 pit Body Neoprene gloves. Nitrile gloves. Rubber gloves. Respiratory Use with adequate ventilation. Section 9. Physical and Chemical Properties Physical State Liquid. Color Clear. Red. pH 12.8- 13 .3 Odor Mild. (Slight.) Boiling Point 101 .67°C (215°F) Vapor Pressure Not determined. Specific Gravity 1 .06 (Water = 1 ) Vapor Density Not determined. Solubility Easily soluble in cold water, hot water. Evaporation Rate 1 compared to Water VOC (Consumer) 0 (g/l). Section 10. Stability and Reactivity Stability and Reactivity The product is stable. Incompatibility Reactive with oxidizing agents. Hazardous Polymerization Will not occur. Hazardous Decomposition Products carbon oxides (CO, CO2) and nitrogen oxides (NO, NO2. . .) Section 11. Toxicological Information Toxicity to Animals Not applicable. Section 12. Ecological Information Ecotoxicity Not available. Biodegradable/OECD Not available. Section 13. Disposal Considerations Waste Waste must be disposed of in accordance with federal, Waste Stream Code: D002 Information state and local environmental control regulations. Classification: - (Hazardous waste.) Origin: - (RCRA waste.) Consult your local or regional authorities. Section 14. Transport Information Proper shipping name Not applicable. DOT Classification Not a DOT controlled material (United States). UN number Not regulated. NOTE: DOT classification applies to most package sizes. For specific container size classifications or for size exceptions, refer to the Bill of Lading with your shipment. Section 15. Regulatory Information U.S. Federal Regulations SARA 313 toxic chemical notification and release reporting: No products were found. Clean Water Act (CWA) 311 : No products were found. Clean air act (CAA) 112 regulated toxic substances: No products were found. All Components of this product are listed or exempt from listing on TSCA inventory. State Regulations California prop. 65: No products were found. Page: 2/3 , Product Code 0379 Material Safety Data Sheet Product . _ _ _ _ ZEP BLAST AWAY Section 16. Other Information To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier nor any of its subsidiaries assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Exhibit E page 3 of 3 Exhibit F . , . , . _ page 1 of 2 . , _ . D2 _,0 \ / /'© TE Concentrated Biodegradable North America 's # 1 Name in ent for Pressure Washerster High - Pressure Cleaning Equipment De g . .. . . . hi Ve Cleaner , ..._ „ . . . _ , . . I a_ , {•,• _ 1 .. . ,_ . _ , , . _ __ _ T. . Th.. _ . ._ . . - ., __ . _ . _. - , . ___, . .. i i , . ' , 1d n I •• _ — Off r' • Ste' I i 1Plaillig; • / • 4 t . • AN .7 • ♦ ,T t • F .. . a * T . - 6 L ` i i t t,a' : - li IF 1 i • i. 4 11. 1 • i is _. , ir 'j ► . yy • i Jlt.e a .. ilitik . ,,_ , . a 4 -#. A Itik •Special Features . ; . ; + A highly concentrated vehicle cleaner that ...,,,,,,,, produces rich suds to increase dwell time. ' '"4„ `,..:_ I -Ai i �. _•_ Arai Power-Shine is safe to use on polished aluminum. tU t Excellent for road film and oxidized paint. Works well in hard water and leaves a shine. Good cold water cleaner re , . Highly concentrated A little goes a long way a :IC Dilution ratio up to 150: 1 e aNIF PI . Competitively priced Are- - Excellent value for cost - Economical cost per gallon a ft 44 G if _y: High-quality detergents .: 4 .:._�0 Specially designed for pressure washers s` ` Designed for high temperature cleaning safety approvals & registration Excellent service • Biodegradable Rocky Mountain registered 130 North American Service Centers • #1 Customer Choice Chemtrec registered Expert chemist support • Approved by USDA • Hotsy's exclusive Continuous Biodegradable & Canadian Agriculture Clean Additive (HCC) Safe for the environment • Kosher Approved Protects your pressure washer www, Hotsy. com ._ _ Nothing Cleans Like a Hotsy ! . • Exhibit F Power-Shine Concentrated Biodegradaole DetergentPa2Of2 . . . . • •. _ . , . _ ____ _ _ . _ . _ _ g ■ 5-Gal Pails P/N 51803 ■ 55-Gal Drums P/N 51805 ■ Hotsy Bulk Pak (Ask your Hotsy Distributor for details) RECOMMENDED USES: POWER- SHINE Specifications Automotive / Trucking Whitewalls / Vinya' Tops Formulation: A highly concentrated vehicle cleaner that Vehicles Fiberglass produces rich suds to increase dwell time. Power-Shine is safe to use on polished • Construction Grease / Oil aluminum . Excellent for road film and • Farm Equipment Bug Residue oxidized paint. Works well in hard water and leaves a shine. Good cold water cleaner • Stainless Steel Diesel Smoke • Aluminum Painted / Unpainted Biodegradability: Power-Shine is fully biodegradable • Road Film Surfaces pH at 5% Solution: 11 .0- 11 .7 • Salts / Clay / Dirt VOC Content: 9 grams illal r: ------ Bulk Pak for Foaming Action: High - _ Cost Savings Reaction in Best ,w Ask your Hotsy Distributor Hard Water (TDS): how you can arrange to have your Hotsy Detergent Dilution Ratio: 150: 1 irinii_.Atiliti supplied on a regular j : = -sewmonthly schedule, pumped Color: Blue ., into your own HOTSY Scent: Fresh & Clean f BULK PAK container, that's _ �. plumbed directly to your Exclusive Hotsy Additives s �: R pressure washers. It s convenient, dependable, Advanced " Continuous Clean Additives " help to clean and efficient. SAVE TIME, by having a regular monthly Formula HCC: prevent and remove scale build-up in coils, service call ! SAVE MONEY with our low bulk rates ! SAVE the pumps, valves and fittings of pressure INCONVENIENCE of disposing of empty 55-gallon drums. washers and steam cleaners. Spend some time with a Hotsy Expert Corrosion Power-Shine contains Hotsy's full line Inhibitors: of corrosion-inhibiting additives, which Hotsy has more than 130 local distributors in North America, protect metal surfaces long after washing all factory-trained to properly evaluate your high-pressure is completed, giving your equipment pro- cleaning needs. Ili 1\-- tection that can last until it's next cleaning . Over 80 % of Hotsy's ' distributors have been Product Analysis: Kosher Certified supporting Hotsy systems for more than 20 years. -- Product Safety: An OSHA Material Safety Data Sheet is at a available and is listed with the Rocky This seasoned network of Mountain Poison Control Center 303-623-5716. local application specialists ii 4pP p elk 4 For emergency spills call CHEMTREC will ensure youget the . - -1 Nfir 1 -800-424-9300, outside US call 703-527-3887. enssafest, most effective and is1 , r it most efficient cleaning = Product Liability: Certificate of Insurance available upon q solution to your specific re uest. cleaning need. _ ... Damage This product will NOT damage pressure Distributed by: Certification: washers, steam cleaners or related products. Smog & Ozone: This product does not contain photo- chemically reactive ingredients that contribute to smog problems or attack the earth 's ozone layer. Containers: Available in 5-gal pails, 55-gal drums and BulkPaks. effNothing Cleans Like a Hotsy ! 0 nie-- -\• Tel: (800) 525-1976 Fax: (888) 880-9631 "`M^'~= SALES DETERGENT s �4 ---. y www. Hotsy.com email : info@Hotsy.com SERVICE CENTER P/N 97-0574 Effective 5/05 Specifications and product descriptions subject to change without notice. © 2005 Hotsy t % Alar tVirraigrn Ars i OF a. Developing A Common Future Waste Handling Plan Date : Monday, May 21 , 2007 Permit: Special Review Permit # 1584 Project: Gerrard Yard Types of Generated Waste Gerrard Excavating uses and generates approximately 8800 gallons of waste products per year. The breakdown of types and volumes is as follows : Waste Oil Quantity - Year Description General 1 Description Product I Quantity I Unit I Conversion 1 Gallons Oil URSA Hyd SAE lOW 1 ,954.50 Gal 1 1,954.50 Oil URSA SP 15W40 3,813.50 Gal 1 3,813.50 Oil URSA SP 1540 12.00 Quarts 0.25 3.00 Oil URSA 30W 157.00 Gal 1 157.00 Oil URSA 30W 72.00 Quarts 0.25 18.00 Oil URSA SP 30W 77.00 Gal 1 77.00 Oil TON Oil 50.00 Gal 1 50.00 Oil Trans Drive 30W 835.00 Gal 1 835.00 Oil Donax 30W 403.00 Gal 1 403.00 Oil Citgo 600 15/40 109.00 Gal 1 109.00 Oil Rotella 15/40 75.00 Gal 1 75.00 Grease Multigear 80W90 670.00 LBS 0.13 _ 89.33 Grease Spirex 80/90 360.00 LBS 0.13 48.00 Grease Spirex 80/90 8.00 Quarts 0.25 2.00 Grease Starplex 2 840.00 LBS 0.13 112.00 Grease Starplex 2 35.00 Gal 1 35.00 Grease Starplex 2 4,400.00 LBS 0.13 586.67 Grease Retinex CMX 1 400.00 LBS 0.13 53.33 Solvent Solvent 5.00 Gal 1 5.00 Totals 8,426.33 Anti-Freeze Shellzone 50/50 120.00 Gal 1 120.00 Anti-Freeze Rotella EL 50/50 126.00 Gal 1 126.00 Anti-Freeze Shell 50/50 AF 126.00 Gal 1 126.00 _ Totals 372.00 Handling Plan The waste oil and antifreeze is generated from routine maintenance of heavy equipment, i . e. , (oil changes and radiator flushes) . All waste oil is stored on-site in an above ground storage tank. The anti-freeze is hauled off-site by one of the companies noted below . 1739 South County Road 13C -- Loveland, CO 80537 -- 0 970. 669. 1463 -- F 970. 669. 1964 Alm. Developing A Common Future During the winter the waste oil used is burned in oil fired forced air furnaces to heat the maintenance facility. Depending on the demand of a particular winter season, it is anticipated that all of the waste generated will be re-cycled and burned for the heating requirements of the building. Note that the facility also has a radiant tube heating system, so there will be conditions when the waste oil system will be primary and the radiant system will be secondary. Other times it is anticipated that this sequence will be reversed. Should there be a season when all of the generated waste oil cannot be burned, the waste oil shall be picked up and disposed of by one of the following companies: ✓ Tri State Oil Reclaimers 1770 Otto Rd Cheyenne,WY 82001 Phone 307-635-5332 Reference"Exhibit A",(attached)for Tri State EPA compliance information ✓ Thermo Fluids Inc. 4845 Forrest Street Commerce City,C)80022 Phone 800-350-7565 Reference "Exhibit B", (attached) for Thermo Fluids EPA compliance information Note that both firms market and sell the oil waste products for industrial burner fuel. Anti-freeze is stored in a separate holding tank. As necessary one of the above companies will be contacted to dispose per EPA regulations or clean up per industry guidelines and resell. Chemicals There are no chemicals expected to be stored on site. End 1739 South Comfy Road 13C- Loveland,CO 80537-- 0 970,6691463 -- F 970.669.1964 r r L J'l - I K 1 5 I H I C LA IL_ r H.'ti I ILi. • ..:CJ f OJ.�JJJG Exhibit A itt State Oil Reclaimers i gat) used o�c Retyclers EPA - Vv'yh988869400 p-ta } COR000001677 (47":101 ( (tie011 a • Cheyennes Denver ( 307 ) 635-5332 0303 ) 825-0742 Tri State Oil Reclaimers has been in business since 1983 for the purpose of MARKETING and TRANSPORTING -"Used Oil". Our firm has facilities in Cheyenne, WY (our headquarters), Brighton, CO _, Grand Junction, CO. We serve clients in Wyoming, Colorado and Nebraska. Having met the EPA requirements for MARKETING and TRANSPORTATING "Used Oil" for industrial burner fuel, per 40 CFR Chapter 1 , sec, 266.40 (e), the EPA has assigned to Tri State Oil Reclaimers, the following Identification Numbers: WYOMING - WYD98 S 869400 COLORADO — COR000001677 Operating under the above regulations, we market and transport SPEC AND OFF SPEC used oil only. We do not handle any materials that are classified as "Hazardous Waste". The "Used Oil Fuel" (Spec and Off Spec) is marketed for INDUSTRIAL BURNER FUEL. it is burned for energy recovery in boilers and industrial furnaces . - The turn around time averages 30 days . At that point, the generator is absolved of responsibility. • Sincerely, Charles R. Welty Owner , ; 7.-#127.-reedseercere' • FIN,- 83-0285067 • p Home Products & Services virtual Audit Contact Us About Us Exhibit B AdPlik Thermo Fluids Inc . j .- . ._ -- - a , • a . _ ` %+ wit OIL RECYCLING SERVICES Pill EXPERIENCE & EXPERTISE g1/4 e sit-1-4 i.„-- >tr., - n d ASS MIC Ill Winlite. -4.isc. ,- Thermo Fluid's Used Oil Recycling services includes the pick Oil collection service is provided by Ts up, transportation , and processing of used oil . We provide: Thermo Fluid 's field service personnel . Upon arrival at a customer's location , yl� 5��UT �411gZ personnel will test the used oil to 1 .1 --1 U ri. . ` `t . I . TFI it-- ' • Reliable Service - On-time oil recovery service verify that halogens do not exceed sy • _r regulatory limits. The test results are under aregularly-scheduled or a call-in basis recorded and the used oil is pumped._ I . : depending on your needs . into a tank truck which then transports it to a TFI recycling facility. Did You Know. . . ? • Insurance - Comprehensive insurance policies protect our customers at every step About 75% of Thermo Fluid 's oil collection customers are serviced in • Regulatory Compliance - Oil is sampled and accordance with a fixed schedule or • Over 1 .2 billion gallons of Used Oil are 9 rY P p route. Service is automatic and easy to tested prior to pumping to ensure the material is use. Other customers prefer to be generated each year in the United States. One gallon of used oil, if mis- being managed properly in accordance with serviced on a call-in or as needed basis. managed , can contaminate 1 million Federal Used Oil standards, 40 CFR 279 .44(a) . All service information is updated and gallons of drinking water. maintained on TFI 's proprietary dispatch • Proximity - Oil is transported by truck to our software system. • Thermo Fluids provides safe and nearest fully-permitted processing facility. reliable service to lube shops, car dealerships, truck dealerships, mines, manufacturing , utilities, government and • Documentation - All records are retained for many more markets. Basically, we can three years as per regulations , including test help any business who needs to dispose results and collection activities. of their oil . • Thermo Fluid's services help protect • Value - We maximize value through service ",'3 environment and limit its customers' quality, reliability, professionalism and bilities. responsiveness © 2004 Thermo Fluids Inc. All Rights Reserved. Y -aERRARO Developing A Common Future Wednesday,May 16,2007 Weld County 1111 H Street PO Box 758 Greeley, CO 80632-0758 Attention: Donald Carroll Public Works Dept. Reference: USR-1584 Gerrard Yard Resolution 2007-0247,PL1872 dated 2-27-07 27486 Weld CR13 Loveland,Co 80537 Dear Mr. Carroll, Attached you will find the draft of the "Off-site Road Improvements Agreement" with edits. Please review, and as may be required, we are ready to meet to finalize terms. Also attached you will fmd the following: ✓ "Exhibit A"as requested. ✓ Formal request for the waiver of"Road Impact"Fees ✓ The WCR 13 engineered drawings. Great Western RR Great Western Railroad has been contacted and an "Application for Right of Entry" has been sent in for review. Once Weld County approves the USR, Great Western will require $1,000 for app fees and $1,000 for engineering fees. Gerrard has included these fees in the "Engineering and Supervision"line item of"Exhibit A". Once the fees are received Great Western will then review the proposed design, assess the impacts to the crossing, and if their engineers deem modifications are required, Great Western would handle said modifications. The cost of such modifications should there be any, have not been included in the scope of the WCR 13 paving project. Union Pacific RR Union Pacific Railroad has also been contacted and an"Application—Right of Entry"has been sent in for review. Their app does not address initial fees but instead states: "Additional Fees and charges may be applicable to your request These charges cannot be determined until your project is approved". 1739 South County Road 13C- Loveland,CO 80537- 0 970.669.1463 -- F 970.669.1964 _�ERRARO Developing A Common Future Therefore, Gerrard has included an allowance for expected app and engineering fees of $2,000 in the"Engineering and Supervision"line item of"Exhibit A". As with the GW RR, once the fees are received Union Pacific will then review the proposed design, assess the impacts to the crossing, and if their engineers deem modifications are required, Union Pacific would handle said modifications. The cost of such modifications should there be any, have not been included in the scope of the WCR 13 paving project. Note, in discussions with both railroads, and when the scope of the project and use was explained, both railroads expressed that impacts if any should be minimal. Note also that both railroads will require a flagman to be supplied by the railroad when work is being performed near their crossing. The costs for these flagmen have been included in the"Engineering and Supervision" line item or"Exhibit A". If you have any questions,please call me at 669-1463. Best regards, Nathan Gerrard Vice President Cc file Jim Fitzgerald 1739 South County Road 13C- Lowland,CO 80537-- 0 970.669.1463-- F 970.669.1964 COUNTY OF WELD, STATE OF COLORADO OFF-SITE ROAD IMPROVEMENTS AGREEMENT THIS AGREEMENT made and entered into this_day of , 2007, by and between the County of Weld, State of Colorado, hereinafter called "COUNTY" and GERRARD FAMILY LIMITED PARTNERSHIP LLLP hereinafter called"GERRARD", 1739 S. County Road 13C, Loveland, Colorado 80537. WHEREAS, GERRARD has acquired a Land Use Permit from the COUNTY for an Industrial Zone District (construction business with two shop buildings, an office, and outdoor storage) in the (Agricultural) Zone District on approximately 42 acres, (USR-1584) located in the SW 1/4 of Section 18, Township 5 North, Range 67 West of the 6th P.M. Weld, Colorado. WHEREAS,the operation facility generates an increase of heavy vehicle traffic, and WHEREAS, the existing COUNTY road that serve the operation facility shall require increased maintenance and improvement due to the increase in heavy vehicle traffic,and WHEREAS, COUNTY and GERRARD have reviewed maintenance and improvements proposals put forth by GERRARD and both parties agree that such improvements will enhance the accessibility and safety of the road that serve said operation facility. NOW, THEREFORE, in consideration of the mutual covenants and conditions hereinafter set, forth, COUNTY and GERRARD mutually agree as follows: Improvements A. GERRARD shall provide a pavement design and road construction plans for the entire truck route within the Weld County Road maintenance area for review and approval by the Public Works Department. Pavement shall be required from the Union Pacific Railroad crossing north to U.S. Highway 34, approx. 2800' feet as shown on the plot plan, Sheet 01, dated 7/14/2006. B. GERRARD shall complete the Off-site Improvements Agreement associated with the proposed operation facility and as outlined in this agreement prior to commencement of truck traffic. 1. GERRARD shall start working on truck route improvements within six (6) months of signed agreement and be completed in approximately six (6) months from the start of the road construction. C. GERRARD will provide testing services and inspection for the construction of the improvements. The COUNTY will only provide oversight. A registered professional engineer, registered in the State of Colorado, shall provide the COUNTY with a letter that certifies the proper installation of the improvements. D. GERRARD shall pay 100% of the improvements on WCR 13 from Union Pacific Railroad crossing north to U. S. Highway 34. See attached Exhibit. E. The safety improvements shall include: construction of adequate turning radii at the main entrance on to WCR 13; and paving 24 feet in wide with four foot gravel shoulders where possible from the Union Pacific Railroad crossing to U.S. Highway 34. F. The engineering design and construction plans shall be the responsibility of GERRARD. The applicant shall provide the COUNTY with construction drawings that detail the required improvements. The plans shall consist of, at a minimum; main entrance intersection layout and grading, cross section, approach road, adequate turning radiuses, Great Western Railroad Crossing, and a geometric recommendation on depth of additional asphalt overlay to accommodate heavy truck traffic. These plans will require approval by the Public Works County Engineer or his representative. A registered professional engineer, registered in the State of Colorado, must prepare the construction plans. The plans, when reviewed and approved, will constitute a section of this agreement. They will be attached hereto and referenced as Exhibit "A". Before the installation of asphalt, the subgrade shall be inspected by review of compaction tests and an acceptable proof roll. If the tests and proof roll meets typical Weld County road construction criteria, the subgrade shall be approved by the COUNTY. Upon completion of all the improvements, the registered professional engineer referenced in Paragraph D above shall issue a letter certifying proper installation and completion. Receipt of this letter by the COUNTY shall constitute completion of the improvements. G. GERRARD shall warrant and guarantee WCR 13 improvements for a period of one year after completion and acceptance of said improvements as being completed in accordance with the engineering design and construction plans by the Weld County Public Works County Engineer or his representative. Securi H. Prior to commencement of construction of the WCR 13 improvements, GERRARD shall provide the COUNTY security in the form of a performance bond, letter of credit or other financial mechanism conforming with COUNTY policy on collateral for improvements to roads or highways. The amount of such security shall be 100% of the estimated cost. The COUNTY shall release the letter of credit upon final completion of the improvements, referenced in Paragraph G. Maintenance Upon completion of the one-year warranty period described in Paragraph H above, the COUNTY shall assume full responsibility of the maintenance on WCR 13. Nothing herein shall be construed to relieve GERRARD or any third-party from normal liability to the COUNTY for the cost of damages to the aforementioned roadways that may be caused by the negligence or unlawful acts of GERRARD or a third-party. CDOT Improvements J. GERRARD shall address all the Colorado Department of Transportation (CDOT) access issues at the intersection of U.S. Highway 34 and WCR 13. The COUNTY shall provide any information required by CDOT for this purpose in a timely manner. 1. Prior to the start of the operation facility, the COUNTY AND GERRARD will document the existing condition of the roadways. This effort will ensure that GERRARD will not be held responsible for existing roadway damage, if any. 2. Failure of either party to perform any of its respective obligations hereunder by reason of acts of God, strike, or acts of any governmental agency or authority having jurisdiction over matters set forth herein shall excuse timely performance of such obligations, but shall not excuse the performance of such obligations as soon as reasonably practical. The parties may, however, mutually consent to excuse a party from performing any obligation, in whole or in part, upon a showing that performance has been rendered impracticable by reason of FORCE MAJEURE. 3. This Agreement may not be assigned in whole or in part by either party hereto without the written consent of the other party. Such consent will not be reasonably withheld,conditioned,or delayed. 4. If any clause or provision of this Agreement is illegal, invalid, or unenforceable, then it is the intention of the parties that the remainder of this Agreement shall not be affected. S. Should GERRARD sell its operation, cease operating, file bankruptcy, or in any way release ownership and responsibility of the permitted property, this Agreement as set forth herein, shall continue in full force with the property's successor. If the aforementioned release should occur before the expiration of the warranty period, GERRARD shall give a minimum notice of ninety (90) days to the COUNTY before the date of transfer. 6. All construction and material controls for a project will be in accordance with the current Standards Specifications for Road and Bridge Construction, as supplemented or revised, provided by the Colorado Department of Transportation. During construction, signage shall be posted in accordance with the most current Manual on Uniform Traffic Control Devices. 7. It is expressly understood and agreed that enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties, and nothing contained in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement except for GERRARD's successor(s). It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be deemed an incidental beneficiary only. 8. Indemnification: To the extent authorized by law, GERRARD agrees to indemnify, save,and hold the COUNTY harmless from and against any and all claims, damages, losses,and judgments,which may be suffered or incurred by the COUNTY as a consequence of any breach by GERRARD of its obligations and duties set forth in this Agreement on those portions of the haul route described in this Agreement. In the event that any dispute shall arise under this Agreement,the prevailing party in such dispute shall be entitled,in addition to any other relief to which such party may be granted,to recover its reasonable attorney's fees and court costs incurred in connection with the resolution of such dispute. 9. By entering into this Agreement,the parties do not intend,either expressly or implicitly,to create a joint venture or partnership. Except as provided herein, neither party shall have the right or authority to act for,or on behalf of, or to enter into,any obligations which are binding on the other party of this Agreement. 10. All notices to be given under this Agreement shall be in writing and delivered in person, or mailed by certified or registered U.S. Mail,or sent by a nationally recognized overnight delivery service,to the party to receive such notice at the following addresses: Weld County Board of Commissioners(COUNTY) P.O. Box 758 Greeley, CO 80632 Gerrard Family Limited Partnership LLLP(GERRARD) 1739 S. County Road 13C Loveland,Colorado 80537 All notices shall be effective upon receipt by the party to receive such notice,or by the third day following deposit of said notice in U.S.Mail,or the first day following deposit of acknowledgement of refusal of delivery of said notice. IN WITNESS WHEREOF,the parties hereto have duly executed this Agreement the day and year first above written. WHEREFORE,parties have hereunto set their hands and seals the date and year first written above. GERRARD FAMILY LIMITED GERRARD FAMILY LIMITED PARTNERSHIP LLLP PARTNERSHIP LLLP By: By: By: ATTEST: BOARD OF COUNTY COMMISSIONERS WELD COUNTY,COLORADO Weld County Clerk to the Board By: By: M. J. Geile, Chair M:\AGREEMENTS\Road-Improv\2006\Gerrard Family.doc 0 EXHIBIT "A" WCR 13 approximately 1/2 mile from Highway 34, south to Union Pacific Development: Gerrard Family Limited Partnership crossing. Filing: USR- 1584 Location: WCR 13 Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this Subdivision or planned Unit Development th4e following improvements (Leave blank where they do not apply.) Estimated Improvements Qunatity Unit Unit Cost Construction Cost J Site grading I $ -___ Street grading 7578 SY 3.35 $ 25,386.30 Street base 2526 TN 12.80 $ 32,332.80 Street paving 7578 SY 11 .65 $ 88,283 .70 -� Curbs, gutters, and culverts $ ------- --. - --- Sedewalk $ - Storm sewer facilities $ - Retention ponds $ - Ditch improvements 2827 LF 1 .25 $ 3,533 .75 Subsurface drainage $ - i Sanitary sewers $ Trunkand forced lines $ - Mains $ - Laterals (house connected) J $ -_ On-site sewage facilities $ - On-site water supply and storage $ - Water mains (includes bore) $ - Fire Hydrants $ - Survey and street monuments and boxes $ - i Street lighting $ - Street Names $ - Fencing requirements 3 $ - Landscaping _ $ - Park improvements I _ $ - Road culvert (extend existing) 25 1' LF f 97.50 $ 2,437.50 Grass lined swale � $ --- ------.----- -. Telephone $ - Gas _ $ - F i F Electric $ - f Water transfer $ - Other (Demo) 1 1 LS 1 700.00 $ 700.00 j $ - Sub Total $ 152,674.05 Engineering and Supervision Costs $ $ 89,979.05 (Testing, inspecton, as-built plans and work in addition to preliminary and final plan, supervision of actual construction by contractors) TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISION $ 242,653 . 10 a , .D„b.-qszraag A Co raLN.170a).r•? Wednesday, a ° .16,2007 Weld County I ill 11 Street PO 13ox 758 Greeley,CO 6 3 -ll Attention: Donald Carroll Public Works Dept. Reference: `S µ1584 (ierrard Yard Resolution 2007-0247,247 L 1872 dated2-27-07 27486 Weld 'k .._ V'Cl`r..rl4L Co 80637 i eur Mr.Carroll, Ibis letter is a formal request for a waiver of the "road impact"' fees associated with the above referenced roject. In a discussion with Wendy in the Weld County slice, the mad impact fees were estimated from the available charts as follows: EOfi c - 52430 per 1000 sf x 9,600 sf 823,328 V Shop -- 81.,430 per 1000 sf x 14,500 sf 82 v. Total .844443 Since the costs associated with Gerrard's d's offer to pave WCR 13 arc in excess of 8195.000 (reference "attachment A" of the "Off-Site Road Improvements Agreement", we rCSPCC£IUily: request a waiver of the"load Impact Fees". if you have any questions,please call me at 669-1463. Best Best regards, Nathan terr~ rr Vice President Cc tile Jim Fitzgerald izt Art worm A. STATE OF COLORADO Updated 3/2006 GENERAL PERMIT APPLICATION FORM ONLY AND STORMWATER MANAGEMENT PLAN GUIDANCE FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY ATTENTION This document contains only the two-page application form for the CDPS Stormwater Construction Permit. You must follow the application instructions and the process for developing a Stormwater Management Plan (SWMP). The complete application document is on the Division's web page at: http://www.cdphe.state.co.usJwq/PermitsUnit/stormwater/S WConstructionApplication.pdf DO NOT SUBMIT YOUR SWMP NEW FOR THIS APPLICATION REFER TO THE COMPLETE APPLICATION AND INSTRUCTION FOR FURTHER INFORMATION • Site Map/Legal Description—A site map or legal description(subdivision/block/lot)indicating the site boundaries is now required. • Applicant and Operator Liability—An applicant under this permit agrees to assume liability for compliance with the requirements of the Construction General Permit for the entirety of the construction site/project described and applied for,until such time as the applicant takes the necessary actions to amend,transfer,or inactivate their certification,or the permit expires.The Application Certification language has been revised to clarify this requirement. It is the applicant's responsibility to be familiar with the requirements of the permit and ensure compliance with those requirements. • Restrictions on Who May Apply for and Maintain the Permit—The applicant must be either the owner and/or operator of the construction site.An operator at a construction site who is not covered by a certification held by an appropriate entity may be held liable for operating without the necessary permit coverage. Refer to Parts B and C of the Instructions. • Stormwater Management Plan Guidance—The guidance which was previously available as a separate document has now been added as Appendix A to the application. The guidance has been revised and updated. Additional Guidance Additional information,including further discussion on permittee and operator liability,is available in the Stormwater Fact Sheet for Construction,available from the Division's web site at www.cdphe.state.co.us/wq/PermitsUnit/. If you have questions on completing this application,you may contact the Division at cdphe.wgstorm@state.co.us or(303) 692-3517. Application Completeness: All items of the application must be completed accurately and in their entirety or the application will be deemed incomplete,and processing of the application will not begin until all information is received. (Do not include a copy of the Stormwater Management Plan,unless requested by the Division.) One original copy of the completed application(no faxes or e-mails)shall be submitted,only to: Colorado Department of Public Health and Environment Water Quality Control Division WQCD-Permits-B2 4300 Cherry Creek Drive South Denver,Colorado 80246-1530 3/06/Const i GENERAL PERMIT APPLICATION For Agency Use uniy STORMWATER DISCHARGES ASSOCIATED WITH: Date Received: / / ''ONSTRUCTION ACTIVITY Month Day Year COR-03 Permit No.(COR-030000) Billing Code: 9A 9B 9C(1) 9D(2) 9E(3) 9F(4) ALL APPLICANTS MUST FOLLOW THE DIRECTIONS FOR COMPLETION OF THIS FORM IN PART D OF THE INSTRUCTIONS Please print or type. All items must be completed accurately and in their entirety or the application will be deemed incomplete and the application returned. Processing of the application will not begin until all information is received. Please refer to the instructions for information about the required items. Original signatures for Parts 8 and 9 are required. 1. Name and address of the permit applicant: Company Name Gerrard Excavating,Inc. Mailing Address 1739 south County Road 13C City,State and Zip Code Loveland,CO 80537 Phone Number ( 970 ) 669-1463 Who is applying? Owner Developer Contractor X Local Contact(familiar with facility) Nathan Gerrard Title Vice President Phone Number ( 970 ) 669-1463 Local Contact E-mail Address ngerrard@gerrardinc.com Legally Responsible Person(application signer)E-mail Address ngerrard(a),gerrardinc.com Location of the construction site: Street Address(or cross streets) 27486 Weld CR13, Loveland,Co 80537 (Highway 34&WCR 13) City(if unincorporated,so indicate) NA County Weld Name of plan,project,or development Gerrard Excavating Latitude/Longitude—use one of the following formats: Approximate coordinates(reference attached Delorme map) Latitude _ _ /_ _ /- Longitude _ _ _ / / (e.g.,39°42'11", 104°55'57") degrees minutes seconds— degrees minutes seconds -or- Latitude 4 0 . 2 3 8 Longitude 1 0 4 . 5 6 5 (e.g.,39.703°, 104.933°') degrees(to 3 decimal places) degrees(to 3 decimal places) 3. Legal Description(subdivision,block,and lot)or Map Indicating Site Location/Boundaries: If a map is attached to provide this information,this must be indicated below. Maps must be folded to 8Y2 x 11 inches. Map Attached? x Yes,skip to item 4 No;include legal description per Instructions(use separate sheet if needed): Subdivision(s),Lot(s),Block(s): Part of the SW' of Section 18,Township 5 North,Range 67 West of the 6th P.M., Weld County,Colorado 4. Area of the construction site: Total area of project site(acres) 48 Acres+/- Area of project site to undergo disturbance(acres) 25 Acres+/- Total disturbed area of Larger Common Plan of Development or Sale,if applicable(i.e.,total including all phases,filings, lots,and infrastructure not covered by this application,SEE INSTRUCTIONS!) NA 3/06/Coast ii r 5 . Nature of the construction activity: Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities. (The full description of activities must be included in the Stormwater Management Plan.) Single Family Residential Development Multi-Family Residential Development xl Commercial Development Oil and Gas Production and/or Exploration (including pad sites and associated infrastructure) Highway/Road Development (not including roadways associated with commercial or residential development) Other, Describe: 6. Anticipated construction schedule: Approximate (SEE INSTRUCTIONS ! Providing incorrect information may result in violations.) Construction Start Date: 0 5 / 2 1 / 2 0 0 7 Final Stabilization Date: 0 7 3 1 / 2 0 0 7 month aseday year a month day year 7 . The name of the receiving waters(s). (If discharge is to a ditch or storm sewer, also include the name of the ultimate receiving water) : Initial receiving - NA Ultimate - Big Thompson STOP! A Stormwater Management Plan (see Appendix A) must be completed prior to signing the following certifications ! 8. Stormwater Management Plan Certification : Attached Dag ' s DRO1 & DT01 "I certify under penalty of law that a complete Stormwater Management Plan, as described in Appendix A of this application, has been prepared for my activity. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations. " Signature of Legally Responsible Person (submission must include original signature) Date Signed Nathan Gerrard Vice President Name (printed) Title 9. Signature of Applicant "I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. "I understand that submittal of this application is for coverage under the State of Colorado General Permit for Stormwater Discharges Associated with Construction Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the certification is transferred, inactivated, or expired." 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'--- \1'4;11; BREELE`f OFFICE APR 4E aFIVED TO: Brad Mueller, Planning Services DATE: April 11, 2007 FROM: Donald Carroll, Engineering Administrator OK ill P O op SUBJECT: USR-1584, Gerrard Family Limited Partnership LLLP COLORADO The Gerrard Family Limited Partnership and Nolte Associates requested a meeting with the Public Works Department to discuss off-site road improvements to WCR 13. The meeting was held April 10, 2007. We discussed the typical cross section of WCR 13 as being two 12-foot driving lanes with four-foot gravel shoulders as being the County's minimum cross section. We also discussed adjusting the grade approach to the existing railroad crossing and the speed limits. I suggested that the applicant provide a soil investigation to determine the typical cross section for WCR 13 calculating the depth of base and asphalt section. In working with our traffic engineer, Scot Lewis, on evaluating the speed limit through the new section of WCR 13 dealing with the railroad crossing and the stop condition at U. S. Highway 85. A meeting shall be set up with Tracy Dyer or his representative on site to evaluate the typical road cross section, as there are locations that the bank is steep adjacent to the railroad tracks where the typical cross section would not fit within the existing County rights-of-way. The intent is to retain the 24-foot pavement with four-foot gravel shoulders where available. Once these items have been worked out, Nolte Associates shall provide construction drawing to our field staff for review and approval. The applicant needs to sign and complete the Off-Site Road Improvements Agreement with the Public Works Department for the upgrade and paving of WCR 13. Once this document is signed, the Public Works Department will schedule this for a 9:00 a.m. Board of County Commissioners hearing. pc: Tracy Dyer, Inspector Dave Bauer, Chief Senior Engineer Scot Lewis, Traffic Engineer USR-1584 M:\PLANNING-DEVELOPMENT REVIEW\USR-Use by Special Review\USR-1584-A.DOC Hello