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HomeMy WebLinkAboutCouncil Packet - 4/27/2020THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAR OLD E. GETTY COUNCIL CHAMBERS Monday, April 27, 2020 5:30 PM CITY OF WATERLOO GOALS 1. Support the creation of new, livable wage jobs through a balanced economic development approach of assisting existing businesses, fostering start-ups, attracting new employers and cultivating an adequate workforce. 2. Implement a Community Policing strategy that creates a safe environment in Waterloo. 3. Reduce the City's property tax levies through a responsible balance of cost reduction in City operations and increases in taxable property valuations to ensure that Waterloo is a competitive, affordable, and livable city. 4. Enhance the image of Waterloo and the City to residents and businesses inside and outside of the community. General Rules for Public Participation 1. At the chair/presider's discretion, you may address an item on the current agenda by stepping to the podium, and after recognition by the chair/presider, state your name, address and group affiliation (if appropriate) and speak clearly into the microphone. 2. You may speak one (1) time per item for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office you may speak one (1) time per item for a maximum of three (3) minutes. 3. If there is a hearing scheduled as part of an agenda item, the chair/presider will allow everyone who wishes to address the council, using the same participation guidelines found in these "general rules". 4. Although not required by city code of ordinances, oral presentations may be allowed at the chair/presider's (usually the Mayor or Mayor Pro Tem) discretion. The "oral presentations" section of the agenda is your opportunity to address items not on the agenda. You may speak one (1) time for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office a speaker may speak to one (1) issue per meeting for a maximum of three (3) minutes. Official action cannot be taken by the Council at that time, but may be placed on a future agenda or referred to the appropriate department. 5. Keep comments germane and refrain from personal, impertinent or slanderous remarks. 6. Questions concerning these rules or any agenda item may be directed to the Clerk's Office at 291-4323. 7. Citizens are encouraged to register with the Clerk's Office by 4:00 p.m. on Monday of the day of the City Council meeting to appear before the City Council (may also register by phone). Registered speakers will be given first priority. Page 1 of 191 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Mayor Quentin Hart Agenda, as proposed or amended. Minutes of April 20, 2020, Regular Session, as proposed. ORAL PRESENTATIONS Iowa Code Chapter 21 gives the public the right to attend council meetings but it does not require cities to allow public participation except during public hearings. The City of Waterloo encourages the public to participate during the Oral Presentations by following the rules listed on the front of the agenda. 1. Consent Agenda: (The following items will be acted upon by voice vote on a single motion without separate discussion, unless someone from the council or public requests that a specific item be considered separately.) A. Resolution to approve the following: 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution preliminarily approving plans, specifications, form of contract, etc., setting date of bid opening as May 14, 2020, and date of public hearing as May 18, 2020 for the FY 2020 Newell Street RISE Project, RM-8155(765)--9D-07, Contract No. 991, and instruct City Clerk to publish notice. Submitted By: Matt Schindel, Associate Engineer 3. Resolution approving award of bid to B&B Lawn Care, Inc., of Waterloo, Iowa, at $9.75 per lot, for Option A lots under one acre and $9.75 per acre for Option B lots one (1) acre or more, and approving the contract, bonds, and certificate of insurance, in conjucntion with mowing of city owned lots generally acquired through Iowa Code 657A, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson,Community Planning and Development Director 4. Resolution approving request of Brian and Brenda Holman for a waiver for a concrete driveway, located at 711 Short Street, and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. Submitted By: Jamie Knutson, PE, City Engineer 5. Resolution approving request of Damir Dzanic for a waiver for a concrete Page 2 of 191 driveway, located at 939 Roosevelt Street, with the elimination of the sidewalk section due to the inability to meet grade requirements. Submitted By: Jamie Knutson, PE, City Engineer 6. Resolution approving request of Nathan Walter for a waiver for a concrete driveway, located at 122 Ogden Avenue, with the elimination of the sidewalk section due to the inability to meet grade requirements. Submitted By: Jamie Knutson, PE, City Engineer B. Motion to approve the following: 1. TRAVEL REQUESTS a. Officer Wertz Class/Meeting: Driving Instructor Recertification Destination: Newton, IA Dates: May 12, 2020 Amount not to exceed: $200 1 LIQUOR LICENSES a. Placita, 322 W. 4th St. Class:C Liquor Renewal Application Includes Sunday Expiration Date: 4/15/2021 b. National Dairy Cattle Congress, 250 Ansborough Ave. Class: C Liquor and Outdoor Service Renewal Application Includes Sunday Expiration Date: 2/28/2021 c. Tokyo Japanese Steakhouse, 1931 Sears St. Class: C Liquor Renewal Application Includes Sunday Expiration Date: 2/13/2021 2. Bonds. PUBLIC HEARINGS 2. FY 2020 Asphalt Overlay Program, Contract No. 992. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. and authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 3. Request by Justin Tucker, on behalf of AirCare, for a Site Plan Amendment to the "M-2, P" Planned Industrial District, to install a trailer for emergency crews Page 3 of 191 adjacent to Hangar 5, located west of 2814 Betsworth Drive. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by Justin Tucker, on behalf of AirCare, for a Site Plan Amendment to the "M-2,P" Planned Industrial District, to install a trailer for emergency crews adjacent to Hangar 5, located west of 2814 Betsworth Drive. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted By: Noel Anderson, Community Planning and Development Director 4. Sale and Conveyance of City owned property located at 1332 Walker Street, to Goldfinch S&M Properties LLC, and approving a Development Agreement for the redevelopment of a single family dwelling. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of City owned property located at 1332 Walker Street, to Goldfinch Properties, LLC, in the amount of $5,000, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Goldfinch Properties, LLC, for the redevelopment of a single family home located at 1332 Walker Street, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 5. Sale and Conveyance of City owned property located at 1804 E. 4th Street, to Goldfinch S&M Properties LLC, and approving a Development Agreement for the redevelopment of a single family dwelling. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of City owned property located at 1804 E. 4th Street, to Goldfinch S&M Properties, LLC, in the amount of $5,000, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Goldfinch Properties, LLC, for the redevelopment of a single family home located at 1804 E. 4th Street, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director RESOLUTIONS 6. Resolution approving a request by MMS Consultants, Inc., on behalf of the City of Waterloo, to approve the final plat of Northeast Industrial Park Plat No. 4, a three -lot industrial subdivision, located east of 1994 Newell Street, and rescinding Resolution 2019-424 in its entirety. Submitted By: Noel Anderson, Community Planning and Development Director Page 4 of 191 7. Resolution approving a Development Agreement with Net Worth Investments, LLC, of Cedar Falls, Iowa, for the construction of an 8-plex multi -family building, located north of 1150 Home Park Boulevard, including a Development Grant of $5,000 per unit, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 8. Resolution approving an Amendment to a Development Agreement with Fusion Investments, LLC, originally executed April 15, 2019, for the development of infrastructure of Cedar Valley Crossing, a ten -lot commercial/light industrial subdivision, to amend timeframes for completion of infrastructure and aggregate taxable values, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 9. Resolution approving Supplemental Agreement No. 12, to a Professional Services Agreement originally executed April 3, 2006, with AECOM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $187,350, in conjunction with the US Highway 63 Improvements from Jefferson Street to Donald Street, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 10. Resolution approving a 404 Clean Water Permit, in an amount not to exceed $120,000, in conjunction with the proposed Con-Trol Site, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 11. Resolution approving a contract with Clean Harbors Environmental Services, Inc., in the amount of $7,584.16, for the removal of environmental concerns from 120 Center Street, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning & Development Director ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 4:20 p.m. Council Work Session, Harold E. Getty Council Chambers 5:00 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Housing Authority Board meeting minutes of March 23, 2020. 2. February 2020 Community Development Board Meeting minutes. 3. February 2020 Community Development Board Public Hearing minutes. Page 5 of 191 CITY OF WATERLOO Council Communication Minutes of April 20, 2020, Regular Session, as proposed. City Council Meeting: 4/27/2020 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Office Higby, Nancy Approved 4/22/2020 - 9:28 AM ATTACHMENTS: Description Type ❑ Minutes of 4/20/2020 Backup Material Submitted by: Submitted By: Page 6 of 191 CITY OF WATERLOO Council Communication Resolution preliminarily approving plans, specifications, form of contract, etc., setting date of bid opening as May 14, 2020, and date of public hearing as May 18, 2020 for the FY 2020 Newell Street RISE Project, RM- 8155(765)--9D-07, Contract No. 991, and instruct City Clerk to publish notice. City Council Meeting: 4/27/2020 Prepared: 4/21/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/22/2020 - 9:54 AM Clerk Office Higby, Nancy Approved 4/22/2020 - 10:02 AM SUBJECT: Resolution preliminarily approving plans, specifications, form of contract, etc., setting date of bid opening as May 14, 2020, and date of public hearing as May 18, 2020 for the FY 2020 Newell Street RISE Project, RM-8155(765)--9D- 07, Contract No. 991, and instruct City Clerk to publish notice. Submitted by: Submitted By: Matt Schindel, Associate Engineer Summary Statement: Plans prepared by MMS Consultant, Inc. Source of Funds: State Grant and Tiff Page 7 of 191 CITY OF WATERLOO Council Communication Resolution approving award of bid to B&B Lawn Care, Inc., of Waterloo, Iowa, at $9.75 per lot, for Option A lots under one acre and $9.75 per acre for Option B lots one (1) acre or more, and approving the contract, bonds, and certificate of insurance, in conjucntion with mowing of city owned lots generally acquired through Iowa Code 657A, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 4/27/2020 Prepared: 4/15/2020 REVIEWERS: Department Reviewer Action Date Planning & Zoning Schroeder, Aric Rejected 4/15/2020 - 11:43 AM P lanning & Zoning Western, Chris Approved 4/22/2020 - 8:43 AM Planning & Zoning Schroeder, Aric Approved 4/22/2020 - 11:00 AM Clerk Office Even, LeAnn Approved 4/22/2020 - 11:15 AM ATTACHMENTS: Description Type D Bid tab Cover Memo D Signed Contract Cover Memo SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Resolution approving award of bid to B&B Lawn Care, Inc., of Waterloo, Iowa, at $9.75 per lot, for Option A lots under one acre and $9.75 per acre for Option B lots one (1) acre or more, and approving the contract, bonds, and certificate of insurance, in conjucntion with mowing of city owned lots generally acquired through Iowa Code 657A, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson,Community Planning and Development Director Approval Bids were opened on Thursday, April 2, 2020. Bids where read at city council April 6, 2020. There were five bidders and B&B Lawn Care was the lowest responsible bidder for option A for lots one acre or less with a bid of $9.75 per lot and option B 1 acre or more at $9.75 per acre. Option A:$9.75 per lot under (1) one acre Option B: $9.75 Per Acre for lots (1) one acre or more Nuisance abatement Property Maintenance The City of Waterloo through its Dilapidated Housing Committee has acquired approximately 190 properties over the last ten years using Iowa Code 657A. A majority of the properties where demolished with Page 8 of 191 Background Information: approximately 10 homes being sold with development agreement and rehabilitated. Lots owned by the City of Waterloo must be maintained, including mowing of the lots. This bid will select a mowing contractor for the lots. Page 9 of 191 CITY OF WATERLOO Bid Tabulation 2020 MOWING CONTRACT FOR CITY OWNED LOTS GENERALLY ACQUIRED THROUGH IOWA CODE 657A April 2, 2020 PER ACRE NAME & ADDRESS BID OPTION A BID OPTION B BID SECURITY B&B Lawn Care Inc Waterloo, Iowa $9.74 $9.74 $1,500 CK #032626 Speedy's Lawn Care Services Wellsburg, Iowa $45 $100 $1,500 CK #019105 James Adams Waterloo, Iowa $17 $43 $1,500 CK #5244 Wilson Custom Tree Cresco, Iowa $25 $52.50 5% Polo Green Landscaping and Lawn Care Services LLC Hubbard, Iowa $16.98 $54 $1,500 CK #019116 Page 10 of 191 CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT CONTRACT for 2020 MOWING This Contract for mowing (the "Contract" is made and entered into on- Z-) , 2020, by and between the City of Waterloo, Iowa (the "City"), and , IS- - L. a w ,-, c s e T, yr G _ (the "Contractor"). 1. The Contractor shall furnish all supervision, technical personnel, labor, materials, supplies and equipment to perform all work required for the Contract work as described in the Specifications. 2. The Contract Documents shall consist of the following: h. This Contract i. Request for Proposals j. Notice of Hearing k. Instruction to Bidders I. Signed copy of Bid m. General Conditions n. Specifications These documents form the Contract Documents and are alI fully incorporated as a part of this Contract as if attached to this Contract or set forth in full herein. In the event of any conflict or ambiguity among the Contract Documents, the document in the order set forth above that first addresses the issue or provision in question shall be govern. 3. The Contractor agrees to commence the work within twenty-four (24) hours after the City issues a "Notice to Proceed" and to complete the work within the given time frame. Time is of the essence in the performance of duties under this Contract. The Contractor also agrees to the following: a) b) c) d) e) f) g) h) i) The Contractor will remove all litter, garbage, or junk on vacant lots and/or vacant properties that would be cause the Contractor not to be able to fulfill the obligation of weed/grass at their own cost. Contractors will abide by ordinance sections a. 7-1-2B(1) Contractors will not be permitted to transfer grass onto or across any city street or alley. In the event grass is transferred into the street, it shall be removed by the Contractor. b. 7-1-2F Contractors will not be permitted to blow weeds/grass onto or across any street or alley. In the event weeds/grass is transferred into the street it shall be removed by the Contractor Contractors shall bag all weeds/grass taller than 12" in residential areas and dispose of the rubbish properly. Disposal can be done at the City of Waterloo Yard Waste Site located at 2749 Independence Ave., Waterloo, Iowa. Contractors are not to mow or trim any flowers or gardens unless specified by the Planning and Zoning Department. Contractors will trim around all trees, telephone poles, fences, structures, curbs and on the backside of alleys. In the event the Planning and Zoning Department finds that the Contractor did not fulfill its obligation, the Contractor will be required to go back to the property at no additional cost to the city or owner of the property. Contractor shall remove all involuntary vines, brush, or trees along any fence and the portion of property to the alley when referral is given by the Planning and Zoning Department. Properties found in compliance upon arrival of contractor, will not result in additional charges to the City of Waterloo from the Contractor. Unless prior approval has been given, the City of Waterloo will only be obligated to pay for the work of two people per referral. 4. The Contractor agrees to comply with and obey all ordinances of the City of Waterloo relating to the obstruction of streets and alleys, keeping open passageways for water and traffic, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness. Page 11 of 191 5. Except as to any negligence of City, its officials, officers, employees or agents in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City, its officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but limited to reasonable attorneys' fees and expenses, arising from or in connection with the acts or omissions of Contractor in performing the work contemplated by this Contract. 6. Contractor shall be responsible for all damage to public or private property. If public or private property is damaged by Contractor and is not repaired in a timely mariner as determined by City, City has the option of having the damage repaired at the Contractor's expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. 7. The Contractor shall have no cause of action against the City on account of delays and prosecution of work, but the work is delayed by the City, the Contractor may have extra time for the completion of the job as was lost by reason of the delay caused by the City. 8. The City, at its sole discretion and without waiving any claims or rights, may allow for partial payment for the work included on an invoice for which all services have not been delivered or accepted. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third -party claims filed or reasonable evidence that a claim will be filed, or other reasonable cause. 9. in the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor, then City may declare that Contractor is in default hereunder and may terminate this Contract by delivery to Contractor of written notice of termination, and/or take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder. Contractor shall be entitled to only one such notice, and in connection with any subsequent breach then City may terminate this Contract upon seven (7) days' advance written notice. In the event of termination, the Contractor shall be compensated for all necessary services performed through the termination date. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 10. In addition to paragraph 9 above, this Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time without cause by delivering to Contractor twenty-one (21) days' advance written notice of termination. 11. Contractor may not assign, delegate or subcontract any of its duties hereunder without the prior written consent of City. 12. Because time is of great importance when completing referral work, the Contractor must notify the City of Waterloo at least two (2) weeks in advance including who will be filling in for them for any planned time off. 13. Any notice under this Contract shall be in writing and shall be delivered in person or by United States registered or certified mail, postage prepaid and addressed: City City of Waterloo, Iowa 715 Mulberry St. Waterloo, Iowa 50703 Contractor Page 12 of 191 Attn: City Clerk Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, or (ii) three (3) business days following the date of deposit if mailed as stated above. 14. Nothing in this Contract shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the parties nor, except as expressly set forth herein, to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. Contractor is an independent Contractor. 15. This Contract shall be binding upon and inure to the benefit of the parties and the respective successors and assigns of each. 16. In the event any provision of this Contract is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 17. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except by the mutual written agreement of the parties. 18. In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations and conditions hereof, or contained in the various instruments made a part of this Contract by reference, and upon completion and acceptance of the work, the City agrees to pay the Contractor as set forth on Exhibit "A" attached hereto. IN WITNESS WHEREOF, the parties have executed this Contract for Mowing by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA Mayor City Clerk CONTRACTOR Name of C By: Title: Page 13 of 191 CITY OF WATERLOO Council Communication Resolution approving request of Brian and Brenda Holman for a waiver for a concrete driveway, located at 711 Short Street, and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/22/2020 - 11:16 AM Clerk Office Higby, Nancy Approved 4/22/2020 - 11:18 AM ATTACHMENTS: Description Type o DW Waiver 711 Short St Cover Memo SUBJECT: Resolution approving request of Brian and Brenda Holman for a waiver for a concrete driveway, located at 711 Short Street, and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Recommend for approval by the City Engineer. This waiver is needed due to the placement of a driveway or sidewalk on Recommended Action: City right-of-way on an unimproved street. Summary Statement: I have reviewed this request and recommend its approval subject to the following provisions. 1.Work to be performed by an approved and bonded contractor. 2.A permit is to be obtained from the office of the City Engineer prior to construction. 3.All work shall be performed under the supervision of the City Engineer and at no cost to the City of Waterloo. $7.00 cash for the purpose of recording this waiver and a copy of the legal description have been provided to the City Clerk's office. UNPLATTED PART OF THE NW1/4 OF SE1/4 OF SEC.29, T.89, Legal Descriptions: R.12 Page 14 of 191 Date: `i j0Pd I O Honorable Mayor and City Council City Hall Waterloo, IA 50703 Council Persons: WAIVER I hereby request a waiver to the driveway and sidewalk specifications for the construction of a 1,-\ C_1 driveway or sidewalk located at (concrete or asphalt) 7 r 5�ag7 STET (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick). elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City right-of-way on an unimproved street. Other: 1 agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. Respectfully submityd, yt� [ -31e.U\c:-C c_QAN Printed Name of Property Owner Q y\.lIQ L1f- Signature of Property Owner Page 15 of 191 CITY OF WATERLOO Council Communication Resolution approving request of Damir Dzanic for a waiver for a concrete driveway, located at 939 Roosevelt Street, with the elimination of the sidewalk section due to the inability to meet grade requirements. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/22/2020 - 11:17 AM Clerk Office Higby, Nancy Approved 4/22/2020 - 11:18 AM ATTACHMENTS: Description Type ❑ DW Waiver 939 Roosevelt St Cover Memo SUBJECT: Resolution approving request of Damir Dzanic for a waiver for a concrete driveway, located at 939 Roosevelt Street, with the elimination of the sidewalk section due to the inability to meet grade requirements. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Recommended Action: Recommended for approval by the City Engineer. Summary Statement: Background Information: Legal Descriptions: Attached is a request for construction of a concrete driveway with the elimination of the sidewalk section due to the inability to meet requirements of the driveway and sidewalk specifications, Section 18, to be located at 939 Roosevelt Street. I have reviewed this request and recommend its approval subject to the following provisions: 1. Work to be performed by an approved and bonded contractor. 2. A permit is to be obtained from the office of the City Engineer prior to construction. 3. All work shall be performed under the supervision of the City Engineer at no cost to the City of Waterloo. $7.00 cash for the purpose of recording this waiver and a copy of the legal description have been provided to the City Clerk's office. This is a waiver of the City's Standard Specifications for Driveway Construction. It requires Council approval so that it can be recorded to the property, so that the waiver requirements run with the property ownership. MAJOR ORRS ADDITION LOT 6 Page 16 of 191 Page 17 of 191 WAIVER Date: 011-17 2 270 Honorable lViayor and City Council City Hall Waterloo, IA 50703 Council Persons: I hereby request a waiver to the driveway and sidewalk specifications for the construction of a �2 driveway or sidewalk located at q or asphalt) 13 c1 ' �+ (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick). Xelimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of arr__driveway or sidewalk on City right-of-way on an unimproved street. Other: e-x;5TikL 0�� 196(5 ie L WEE 1 o R17 !� 1,kreJ? e,-, at,rE cJ '� %�- j fl ll� ✓1C CcxL=l�:�riL 5��=fc`�.�rlC I agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a. permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. Respectfully submitted, Printed Name of Property Owner Signature of Pr• • erty Owner Page 18 of 191 CITY OF WATERLOO Council Communication Resolution approving request of Nathan Walter for a waiver for a concrete driveway, located at 122 Ogden Avenue, with the elimination of the sidewalk section due to the inability to meet grade requirements. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Engineering Clerk Office Reviewer Knutson, Jamie Higby, Nancy Action Approved Approved ATTACHMENTS: Description Type ❑ DW Waiver 122 Ogden Ave Cover Memo SUBJECT: Submitted by: Recommended Action: Summary Statement: Background Information: Legal Descriptions: Date 4/22/2020 - 11:17 AM 4/22/2020 - 11:18 AM Resolution approving request of Nathan Walter for a waiver for a concrete driveway, located at 122 Ogden Avenue, with the elimination of the sidewalk section due to the inability to meet grade requirements. Submitted By: Jamie Knutson, PE, City Engineer Recommended for approval by the City Engineer. Attached is a request for construction of a concrete driveway with the elimination of the sidewalk section due to the inability to meet requirements of the driveway and sidewalk specifications, Section 18, to be located at 122 Ogden Avenue. I have reviewed this request and recommend its approval subject to the following provisions: 1. Work to be performed by an approved and bonded contractor. 2. A permit is to be obtained from the office of the City Engineer prior to construction. 3. All work shall be performed under the supervision of the City Engineer at no cost to the City of Waterloo. $7.00 cash for the purpose of recording this waiver and a copy of the legal description have been provided to the City Clerk's office. This is a waiver of the City's Standard Specifications for Driveway Construction. It requires Council approval so that it can be recorded to the property, so that the waiver requirements run with the property ownership. LOT 63, MAYWOOD 3RD ADDITION Page 19 of 191 WAIVER Date: O`r i,cj 70 Honorable Mayor and City Council City Hall Waterloo, IA 50703 Council Persons: 5-04-4 4 i 1 hereby request a,.waiver to the driveway and sidewalk specifications for the construction of a C` 6 rl Gre f `(.' driveway or sidewalk located at (concrete or asphalt) l a r Oq Wm (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick). .X elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City right-of-way on an unimproved street. Other: 1 agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. Respectfully submitted, Printed Name of Property Owner Signature of Property Owner Page 20 of 191 CITY OF WATERLOO Council Communication Bonds. City Council Meeting: 4/27/2020 Prepared: REVIEWERS: Department Reviewer Action Date Water Works Felchle, Kelley Approved 4/22/2020 - 5:01 PM ATTACHMENTS: Description Type ❑ BONDS FOR COUNCIL APPROVAL_4.27.20.docx Backup Material SUBJECT: Bonds. Page 21 of 191 CITY OF WATERLOO Council Communication FY 2020 Asphalt Overlay Program, Contract No. 992. City Council Meeting: 4/27/2020 Prepared: 4/20/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/20/2020 - 12:24 PM Clerk Office Even, LeAnn Approved 4/22/2020 - 9:11 AM ATTACHMENTS: Description Type ❑ Bid Tabulation Backup Material ❑ Engineer's Estimate Backup Material SUBJECT: Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. and authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted by: Submitted By: Wayne Castle, PLS, PE, Associate Engineer Source of Funds: Local Option Sales Tax Page 22 of 191 FY2020 Asphalt Overlay Program Contract No. 992 Bid Tab: April 23, 2020 Bid Estimate: $3,340,512.09 Bidder Bid Security Total Bid Amount Aspro, Inc. Waterloo, IA 5% $3,219,441.48 Page 23 of 191 FY 2020 ASPHALT OVERLAY PROGRAM, CONTRACT NO. 992 BID TAB BID OPENING: APRIL 23, 2020 ITEM NO. SUDAS SPECIFICATION * - SEE SUPPLEMENTAL ITEM DESCRIPTION UNIT TOTAL ENGR'S EST. UNIT PRICE ENGR'S EST ITEM PRICE ASPRO'S UNIT PRICE ASPRO'S ITEM PRICE 1 4020-1.08-A-0 STORM SEWER, 12-INCH, RCP LF 10.0 $ 65.00 $ 650.00 $ 200.00 $ 2,000.00 2 4020-1.08-A-0 STORM SEWER, 24-INCH, RCP LF 10.0 $ 135.00 $ 1,350.00 $ 220.00 $ 2,200.00 3 6010-1.08-G-0 CONNECTION TO EXISTING PIPE EACH 2.0 $ 1,945.00 $ 3,890.00 $ 1,850.00 $ 3,700.00 4 6010-1.08-H-0 REMOVE INTAKE EACH 2.0 $ 1,350.00 $ 2,700.00 $ 1,600.00 $ 3,200.00 5 6010-1.08-B-0 INTAKE, SW-505 EACH 1.0 $ 6,500.00 $ 6,500.00 $ 6,000.00 $ 6,000.00 6 6010-1.08-B-0 INTAKE, SW-511 EACH 1.0 $ 5,500.00 $ 5,500.00 $ 5,800.00 $ 5,800.00 7 SPECIAL PROVISION #1 REMOVE AND REPLACE E-1-C INLET BOXOUT EACH 26.0 $ 1,700.00 $ 44,200.00 $ 2,200.00 $ 57,200.00 8 SPECIAL PROVISION #1 REMOVE AND REPLACE E-2-C INLET BOXOUT EACH 1.0 $ 2,650.00 $ 2,650.00 $ 3,100.00 $ 3,100.00 9 SPECIAL PROVISION #2 FURNISH AND INSTALL SW-603, TYPE R INLET & CASTING EACH 1.0 $ 1,825.00 $ 1,825.00 $ 2,800.00 $ 2,800.00 10 SPECIAL PROVISION #2 FURNISH AND INSTALL SW-603, TYPE Q INLET & CASTING EACH 1.0 $ 1,825.00 $ 1,825.00 $ 2,800.00 $ 2,800.00 11 6010-1.08-D-0 * CASTING EXTENSION RING (INLET) EACH 76.0 $ 1,275.00 $ 96,900.00 $ 250.00 $ 19,000.00 12 6010-1.08-D-0 * CASTING EXTENSION RING (MANHOLE) EACH 59.0 $ 985.00 $ 58,115.00 $ 850.00 $ 50,150.00 13 SPECIAL PROVISION #3 REMOVE & REPLACE MANHOLE BOXOUT EACH 9.0 $ 1,925.00 $ 17,325.00 $ 1,825.00 $ 16,425.00 14 6010-1.08-E-0 MANHOLE ADJUSTMENT, MINOR EACH 3.0 $ 1,000.00 $ 3,000.00 $ 1,500.00 $ 4,500.00 15 7020-1.08-B-0 * PAVEMENT, HMA, 1.5" STANDARD TRAFFIC (ST) SURFACE, 1/2", PG 58-28S, NO FRICTION TON 4,173.02 $ 132.87 $ 554,469.17 $ 133.15 $ 555,637.61 16 7020-1.08-B-0 * PAVEMENT, HMA, 1.5" HIGH TRAFFIC (HT) SURFACE, 1/2", PG 58-28H, NO FRICTION TON 2,345.91 $ 135.37 $ 317,565.84 $ 133.80 $ 313,882.76 17 7020-1.08-B-0 * PAVEMENT, HMA, 2.0" STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2", PG 58-28S TON 563.45 $ 131.53 $ 74,110.58 $ 132.60 $ 74,713.47 18 7020-1.08-B-0 * PAVEMENT, HMA, 2.0" HIGH TRAFFIC (HT) INTERMEDIATE, 1/2", PG 58-28H TON 2,409.06 $ 134.03 $ 322,886.31 $ 133.25 $ 321,007.25 19 7020-1.08-B-0 * PAVEMENT, HMA, 3.0" STANDARD TRAFFIC (ST) INTERMEDIATE, 1/2", PG 58-28S TON 3,711.78 $ 131.53 $ 488,210.42 $ 132.60 $ 492,182.03 20 IDOT SUPP SPEC 15010 PAVEMENT, HMA, 1.0" HIGH TRAFFIC (HT) INTERLAYER, 1/2", PG 58-28E TON 1,580.81 $ 165.95 $ 262,335.42 $ 153.00 $ 241,863.93 21 7020-1.08-B-0 * PAVEMENT, HMA, 6.0", MISC SY 6.9 $ 75.00 $ 517.50 $ 86.25 $ 595.13 22 7020-1.08-H-0 HMA PAVEMENT SAMPLES AND TESTING LS 1.00 $ 15,000.00 $ 15,000.00 $ 7,325.00 $ 7,325.00 23 7030-1.08-A-0 * REMOVAL OF SIDEWALK SF 6,282.0 $ 5.10 $ 32,038.20 $ 5.25 $ 32,980.50 24 7030-1.08-A-0 REMOVAL OF DRIVEWAY SY 3.1 $ 46.00 $ 142.60 $ 50.00 $ 155.00 25 7040-1.08-H-0 REMOVAL OF PAVEMENT SY 275.3 $ 46.00 $ 12,663.80 $ 15.00 $ 4,129.50 26 7030-1.08-E-0 SIDEWALK, PCC, C-4, 4-INCH SF 3,040.1 $ 6.60 $ 20,064.66 $ 7.25 $ 22,040.73 27 7030-1.08-E-0 SIDEWALK, PCC, C-4, 6-INCH PEDESTRIAN RAMP SF 3,775.6 $ 8.25 $ 31,148.70 $ 8.85 $ 33,414.06 28 7030-1.08-G-0 DETECTABLE WARNING SF 602.0 $ 55.00 $ 33,110.00 $ 43.25 $ 26,036.50 29 SPECIAL PROVISION #4 SIDEWALK CURB LF 30.8 $ 21.25 $ 654.50 $ 51.00 $ 1,570.80 30 7040-1.08-E, I-0 * REMOVE CURB & GUTTER LF 569.5 $ 5.00 $ 2,847.50 $ 20.00 $ 11,390.00 31 7040-1.08-E, I-0 * CURB & GUTTER, 24-INCH WIDE, 8-INCH THICK, PCC C-4 LF 484.8 $ 38.00 $ 18,422.40 $ 47.00 $ 22,785.60 32 7040-1.08-E, I-0 * CURB & GUTTER, 24-INCH WIDE, 9-INCH THICK, PCC C-4 LF 28.4 $ 42.75 $ 1,214.10 $ 55.00 $ 1,562.00 33 7040-1.08-E, I-0 * CURB & GUTTER, 24-INCH WIDE, 12-INCH THICK, PCC C-4 LF 43.0 $ 57.00 $ 2,451.00 $ 62.00 $ 2,666.00 34 7040-1.08-E, I-0 * CURB & GUTTER, 24-INCH WIDE, 13.5-INCH THICK, PCC C-4 LF 56.3 $ 64.25 $ 3,617.28 $ 71.00 $ 3,997.30 Page 24 of 191 FY 2020 ASPHALT OVERLAY PROGRAM, CONTRACT NO. 992 BID TAB BID OPENING: APRIL 23, 2020 ITEM NO. SUDAS SPECIFICATION * - SEE SUPPLEMENTAL ITEM DESCRIPTION UNIT TOTAL ENGR'S EST. UNIT PRICE ENGR'S EST ITEM PRICE ASPRO'S UNIT PRICE ASPRO'S ITEM PRICE 35 7010-1.08-A-0 * PAVEMENT, PCC, C-4, 6-INCH SY 62.2 $ 75.00 $ 4,665.00 $ 62.00 $ 3,856.40 36 7010-1.08-A-0 * PAVEMENT, PCC, C-4, 8-INCH SY 158.2 $ 100.00 $ 15,820.00 $ 63.50 $ 10,045.70 37 7010-1.08-A-0 * PAVEMENT, PCC, C-4, 9-INCH SY 48.0 $ 125.00 $ 6,000.00 $ 64.50 $ 3,096.00 38 7030-1.08-H-0 * PAVEMENT, PCC, C-4, 6-INCH, ALLEY APPROACH SY 31.8 $ 75.00 $ 2,385.00 $ 49.00 $ 1,558.20 39 7030-1.08-H-0 * PAVEMENT, PCC, C-4, 8-INCH, DRIVEWAY SY 3.1 $ 175.00 $ 542.50 $ 100.00 $ 310.00 40 SPECIAL PROVISION #5 SURFACE PATCH TON 56.0 $ 265.00 $ 14,840.00 $ 250.00 $ 14,000.00 41 IDOT SPEC 2212 * PARTIAL DEPTH REPAIR PATCHES SF 24,980.0 $ 8.12 $ 202,837.60 $ 9.15 $ 228,567.00 42 IDOT SPEC 2312 GRANULAR SHOULDER TONS 3,002.6 $ 23.25 $ 69,810.45 $ 30.15 $ 90,528.39 43 IDOT SPEC 2216 CRACK AND SEAT SY 29,364.3 $ 3.62 $ 106,298.77 $ 3.45 $ 101,306.84 44 SPECIAL PROVISION #6 MILL WEDGE EACH 70.0 $ 3,000.00 $ 210,000.00 $ 2,600.00 $ 182,000.00 45 IDOT SPEC 2214 PAVEMENT SCARIFICATION SY 10,104.0 $ 7.95 $ 80,326.80 $ 6.95 $ 70,222.80 46 8020-1.08-B-0 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 444.0 $ 58.00 $ 25,752.00 $ 55.00 $ 24,420.00 47 8020-1.08-H-0 * PRECUT SYMBOLS & LEGENDS EACH 12.0 $ 525.00 $ 6,300.00 $ 500.00 $ 6,000.00 48 8030-1.08-A-0 TEMPORARY TRAFFIC CONTROL LS 1.00 $ 135,000.00 $ 135,000.00 $ 123,980.00 $ 123,980.00 49 SPECIAL PROVISION #7 EARTHWORK, GRADE AND REMOVE TOPSOIL SY 328.8 $ 52.50 $ 17,262.00 $ 25.00 $ 8,220.00 50 9010-1.08-B-0 * HYDRAULIC SEEDING, FERTILIZING, & MULCHING SY 252.0 $ 11.00 $ 2,772.00 $ 10.00 $ 2,520.00 $ 3,340,512.09 $ 3,219,441.48 Page 25 of 191 CITY OF WATERLOO Council Communication Request by Justin Tucker, on behalf of AirCare, for a Site Plan Amendment to the "M-2, P" Planned Industrial District, to install a trailer for emergency crews adjacent to Hangar 5, located west of 2814 Betsworth Drive. City Council Meeting: 4/27/2020 Prepared: 4/21/2020 REVIEWERS: Department Planning & Zoning Clerk Office ATTACHMENTS: Description ❑ Council Packet D Legal Description SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved Type Cover Memo Cover Memo Date 4/22/2020 - 10:48 AM 4/22/2020 - 11:02 AM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10- 4-4, to approve a request by Justin Tucker, on behalf ofAirCare, for a Site Plan Amendment to the "M-2,P" Planned Industrial District, to install a trailer for emergency crews adjacent to Hangar 5, located west of 2814 Betsworth Drive. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted By: Noel Anderson, Community Planning and Development Director Approval Transmitted herewith is a request by Justin Tucker on behalf of AirCare for a site plan amendment to the "M-2, P" Planned Industrial District to install a trailer for emergency crews adjacent to hanger 5 located west of 2814 Betsworth Drive. None N/A Page 26 of 191 Policy Issue: Strategy 1.3: Ensure that development ready sites exist and realistic, meaningful incentives are defined to attract new business and support existing businesses. Request by Justin Tucker on behalf of AirCare for a site plan amendment to the "M-2, P" Planned Industrial District to install a trailer for emergency crews adjacent to hanger 5 located west of 2814 Betsworth Drive. Justin Tucker on behalf of AirCare, 200 Hawkins Drive, Iowa City Iowa, 52242. The proposed 4 bedroom trailer will be used to house on call helicopter pilots and personnel for the AirCare Emergency Transport. There would not appear to be a negative impact on the surrounding area as the proposed mobile trailer will be located inside the fenced in airport property. It would appear that the request would not have a negative impact upon traffic conditions in the surrounding area as the proposed mobile trailer will be located inside the fenced in airport property. There are no recreational trails within the nearby vicinity of the site. The area in question has been zoned "M-2,P" Planned Industrial District since March 13, 1995, when the land was rezoned from "A-1" Agricultural District to allow for industrial and commercial development on the site. Surrounding land uses and their zoning designations are as follows: North — Industrial and Commercial buildings, and Airport, zoned "M-2, P" Planned Industrial District. South — Industrial and Commercial Buildings, zoned "M-2, P" Planned Industrial District and "M-1" Light Industrial District. East — Vacant Land and, Industrial and Commercial Businesses, zoned "M- 2, P" Planned Industrial District. West — Vacant Land and, Industrial and Commercial Businesses, zoned "M- 2, P" Planned Industrial District. No buffering or screening is required for this request. The proposed request would not appear to have a negative impact upon drainage in the area. The surrounding area of the site in question is comprised of various businesses such as Advanced Heat Treat, Con -Agra, Sadler Power Train, Waterloo Tarp and Tent, Fed -Ex Ground, Standard Forwarding that were built in the late 1990's to the early 2000's; with Camp-Runa-Mutt Doggy Day Care currently under construction. No portion of the area in question is located within a Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0304F, dated July 18, 2011. There are no public open spaces, parks or schools within the nearby vicinity. There will be a septic system installed for use with the mobile home. There is water and electric that can be extended from the airport to the mobile home. The request would not be in conformance with the classification of this area as Commercial on the Future Land Use Map within the City of Waterloo Comprehensive Plan adopted February 3, 2003. Page 27 of 191 Background Information: AirCare is an emergency air medical transport service staffed by medical crews from the University of Iowa Hospitals and Clinics. AirCare previously operated out of space in the Mercy One Medical Center but had to relocate on short notice to the Waterloo Regional Airport. Currently, AirCare operates an air medical base out of the terminal at the Waterloo Regional Airport. The existing Waterloo AirCare crew quarters consist of a series of collocated offices and rooms within the terminal. This arrangement is not ideal for providing responsive emergency air medical services as the crews are currently separated from their aircraft and hanger by 1,200 feet. Secondly, air crews require private bathrooms and showers as they staff the base for up to 24 hours at a time. The terminal only has public restrooms and no showers available. Lastly, heavy passenger traffic in the terminal causes additional delays and further impede the air crews from responding to emergencies. The applicant is proposing two location with the preferred location being west of hanger 5 on the west end of the airfield. However, there are a few issues with getting sanitary sewer to this location due to the fact that the nearest sewer line is 375 feet away and would be costly to install. With assistance from the engineering department and Airport Director, the applicant is exploring several options. The least expensive option would be to tie into an existing septic tank currently used by the airport, if it can be shown that the existing system can handle the additional load. A second option would be to install a new septic system to the west to accommodate the new building which would be a moderate expense, moderate construction and moderate time to install. The most expensive option would be to install a new sewer service approximately 375 feet to the existing sanitary sewer which would be the most expensive, most construction and most time to complete. Staff will continue to work with applicant to find the most feasible option. The second location would be at the south side of the snow equipment building where the proposed building would be a short distance from existing sewer line reducing the coast and time to install. However this location is further away from the hanger and helicopter. The trailer would be adjacent to the AirCare hanger and aircraft which would significantly increase response times. The proposed mobile trailer will be built new specifically for AirCare crew and meet all state and local safety requirements complete with a sprinkler system. The proposed mobile trailer have private bathrooms and showers. The trailer will never be occupied by more than four (4) crew members at any given time and in most cases only three. The kitchen will consist only of common household appliances which will all be operated on electricity. The mobile trailer will be designed and built to meet ADA specifications. There is no platting required for this request. Therefore, staff recommends that the request by Justin Tuker on behalf of AirCare for a site plan amendment to the "M-2,P" Planned Industrial District to install a trailer for emergency crews to the west of hanger 5 located west of 2814 Betsworth Drive be approved for the following reasons: 1. There are extremely limited locations available that would meet the requirements for safely and efficiently operating an air medical crew. 2. Air medical services crews require living quarters with kitchen, private bath rooms and showers for up to four (4) members and be located in close Page 28 of 191 Legal Descriptions: proximity of the hanger and aircraft. 3. The mobile home would not have a negative impact on the area or vehicular or pedestrian traffic, Request by Justin Tuker on behalf of AirCare for a site plan amendment to the "M-2,P" Planned Industrial District to install a trailer for emergency crews located west of 2814 Betsworth Drive. as the proposed mobile home would be within the fenced in area of the airport. 4. There are no objections on file. UNPLATTED WATERLOO EAST ALL EX C RR SEC 5 T 89 R 13 & EXC ALL S OF RR IN SW 1/4 & EXC ALL S OF RR IN SE 1/4 LYING N OF A LINE 126 FT N OF S LINE OF SEC TION AND EXC THAT PART PLATTED TO MID PORT AMERICA PARK PLAT NO 1 AND MID PORT AMERICAN PA RK PLAT NO 2 Page 29 of 191 April 7, 2020 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: SURROUNDING LAND USES AND IMPACT ON NEIGHBORHOOD: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: Air Care- 27' x 56' mobile trailer Request by Justin Tucker on behalf of AirCare for a site plan amendment to the "M-2, P" Planned Industrial District to install a trailer for emergency crews to the west of hanger 5 located west of 2814 Betsworth Drive. Justin Tucker on behalf of AirCare, 200 Hawkins Drive, Iowa City Iowa, 52242. The proposed 4 bedroom trailer will be used to house on call helicopter pilots and personnel for the AirCare Emergency Transport. There would not appear to be a negative impact on the surrounding area as the proposed mobile trailer will be located inside the fenced in airport property. It would appear that the request would not have a negative impact upon traffic conditions in the surrounding area as the proposed mobile trailer will be located inside the fenced in airport property. There are no recreational trails within the nearby vicinity of the site. The area in question has been zoned "M-2,P" Planned Industrial District since March 13, 1995, when the land was rezoned from "A-1" Agricultural District to allow for industrial and commercial development on the site. Surrounding land uses and their zoning designations are as follows: North — Industrial and Commercial buildings, and Airport, zoned "M-2, P" Planned Industrial District. South — Industrial and Commercial Buildings, zoned "M-2, P" Planned Industrial District and "M-1" Light Industrial District. East — Vacant Land and, Industrial and Commercial Businesses, zoned "M-2, P" Planned Industrial District. West — Vacant Land and, Industrial and Commercial Businesses, zoned "M-2, P" Planned Industrial District. No buffering or screening is required for this request. The proposed request would not appear to have a negative impact upon drainage in the area. The surrounding area of the site in question is comprised of various businesses such as Advanced Heat Treat, Con- Agra, Sadler Power Train, Waterloo Tarp and Tent, Fed -Ex Ground, Standard Forwarding that were built in the late Page 1 of Page 30 of 191 April 7, 2020 FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: Air Care- 27' x 56' mobile trailer 1990's to the early 2000's; with Camp-Runa-Mutt Doggy Day Care currently under construction. No portion of the area in question is located within a Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0304F, dated July 18, 2011 There are no public open spaces, parks or schools within the nearby vicinity. There will be a septic system installed for use with the mobile home. There is water and electric that can be extended from the airport to the mobile home. The request would not be in conformance with the classification of this area as Commercial on the Future Land Use Map within the City of Waterloo Comprehensive Plan adopted February 3, 2003. AirCare is an emergency air medical transport service staffed by medical crews from the University of Iowa Hospitals and Clinics. AirCare previously operated out of space in the Mercy One Medical Center but had to relocate on short notice to the Waterloo Regional Airport. Currently, AirCare operates an air medical base out of the terminal at the Waterloo Regional Airport. The existing Waterloo AirCare crew quarters consist of a series of collocated offices and rooms within the terminal. This arrangement is not ideal for providing responsive emergency air medical services as the crews are currently separated from their aircraft and hanger by 1,200 feet. Secondly, air crews require private bathrooms and showers as they staff the base for up to 24 hours at a time. The terminal only has public restrooms and no showers available. Lastly, heavy passenger traffic in the terminal causes additional delays and further impede the air crews from responding to emergencies. The applicant is proposing two location with the preferred location being between hangers 2 and 5 on the west end of the airfield. However, there are a few issues with getting sanitary sewer to this location due to the fact that the nearest sewer line is 375 feet away and would be costly to install. With assistance from the engineering department and Airport Director, the applicant is exploring several options. The least expensive option would be to tie into an existing septic tank currently used by the airport, if it can be shown that the existing system can handle the additional load. A second option would be to install a new septic system to the west to accommodate the new building which would be a moderate expense, moderate construction and moderate time to install. Page 2 of Page 31 of 191 April 7, 2020 STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATIO N: The most expensive option would be to install a new sewer service approximately 375 feet to the existing sanitary sewer which would be the most expensive, most construction and most time to complete. Staff will continue to work with applicant to find the most feasible option. The second location would be at the south side of the snow equipment building where the proposed building would be a short distance from existing sewer line reducing the coast and time to install. However this location is further away from the hanger and helicopter. The trailer would be adjacent to the AirCare hanger and aircraft which would significantly increase response times. The proposed mobile trailer will be built new specifically for AirCare crew and meet all state and local safety requirements complete with a sprinkler system. The proposed mobile trailer have private bathrooms and showers. The trailer will never be occupied by more than four (4) crew members at any given time and in most cases only three. The kitchen will consist only of common household appliances which will all be operated on electricity. The mobile trailer will be designed and built to meet ADA specifications. There is no platting required for this request. Therefore, staff recommends that the request by Justin Tucker on behalf of AirCare for a site plan amendment to the "M-2,P" Planned Industrial District to install a trailer for emergency crews to the west of hanger 5 located west of 2814 Betsworth Drive be approved for the following reasons: 1. There are extremely limited locations available that would meet the requirements for safely and efficiently operating an air medical crew. 2. Air medical services crews require living quarters with kitchen, private bath rooms and showers for up to four (4) members and be located in close proximity of the hanger and aircraft. 3. The mobile home would not have a negative impact on the area or vehicular or pedestrian traffic, as the proposed mobile home would be within the fenced in area of the airport. 4. There are no objections on file. Air Care- 27' x 56' mobile trailer Page 3 of Page 32 of 191 City of Waterloo Planning, Programming and Zoning Commission April 7, 2020 ii ii ii ii ii ii ii ii ii ii II II II LU W W II li II II II II II II II II II II II ii _ co z7 0 SUPI9.IC� WAY -in m '3"(BUTTERNUT I N 2-'HAZELWOOD LN J� 5 LI-y ;or-�z! KE�� ct z z LA GORE DR AIRPORT BLVD IVI=1, C-Z W. WASHINGTON ST A-1 WYTH RD W AIRLINE HWY M-1 ERP\pINE RD A-1 W..BIG ROCK, RC =MIDPORT B9VO -9ppk41=s7 O/AGO A-1 West of 2814 Betsworth Site Plan Amendment to "M-2,P" Justin Tucker on behalf of Aircare Page 33 of 191 City of Waterloo Planning, Programming and Zoning Commission April 7, 2020 W of 2814 Betsworth Drive Site Plan Amendment to "M-2,P" Justin Tuker on behalf of Aircare Page 34 of 191 AirCare Crew Quarters Trailer Hangar 5 Hangar 2 Option 3 Hangar 5 Hangar 2 Snow Equ Bldg. AirCare Proposed Site Plan (2 Approved Options) Waterloo Airpo Termiaal . • s AirCare Crew Quarters Trailer 41Ik t• - Option 2 Snow Equip. Bldg. F?age:35,of 191 'LIE' created with pdf3-actory Fro trial Version www.rx11factory.com E 12' BATH STORAGE 36 SLEEPING ROOM 3 ROOM 50.FT.•1 ana0 uHItl1.E6.o.11 vonl. GAh sn.R Rehm AF: 29.115 agln. 36 36 UT1L1 36 L3'-5" /?` NO Cain FOR ROLL -IN SHOWER 3636 20'-5 3/Er 3660 3660 H BATH mn "0r C7 A F*1 A e SLEEPING ROOM 2 ROOK SO.FT.=I95.42 4lg111-15A9 pC vary a.02 Rolm Ar 2!A9 .a1. D/V SLEEPING ROOf1h1 ROOM Sq.FT.'1 25.42 J 1TL1c,09 oq R Vanl: 5.02sg31. RM. METE N.M. 4Bex34 CLEAR SPACE i KITCHEN 36 STATE I N SIGNIA, !4WD LABEL, $ DATA PLATE LOCATION DINING AREA STATE INSIOK1A & H1NC LABEL LOCATION HONK OFFICE RODE 510..}7t110.11 L011,3 T sq rt VW: 4E4 aq t RoWnPlr 239) scan. LIVING ARIA ROO,A SO.FF.75B., 2 i t2a.86 3q.n I: 1N.52 tale Rm. A4:6l€r2aaln. 13r-5 1/2' 36 13'-1y2" 161 '2 3660 i`-ip 1 PORCH 11'-72' WINDOW SCHEDULE DOGE SCHEDULE C LJ. OUT SIZE L10lf MA CALL CUT SEE U.-VALUE UGtif WENT 3E40 3♦r >< 50- 12.24 6,01 35 5B' x aft 17 MSe 34' = 36- 5.45 2A4 39 56' x 00- .29 5.5 29 - • ALL DOORS DM/ BE 66• TALL UML5se or-ERVAE 9PECIFlEB COLUMN STRAPPING SCHEDULE WIIOOIv STLBCt0 rilTN Trf LETTERS T CR S BESIDE D CN DLANNATE HMI W IWtKWW Ag 15EI119 HITHER bil'EOR ESN CR .SAFETY GLAZED' W INGdJY m. for FGRESS Q° r r9:+ElY L.2EO A121 2X3 SPF N2 THIS HALF (2) 2X4 SPF 42 EACH HALF ©131 2X3 SPF 02 THIS HALF y0 (3} 2M3 SPF 02 EACH HALF gig) 2X3 SPF R2 THE$ HALF F' f4} 2X3 SPF if EACH HALF Co) 2X3 $PC e2 THIS HALF "� f5} 2XS SPF 02 EACO HALF WIL H RU1GC /SEAM HEARIN'S STIFFENER NOTES: 1. ALL COLD hTry STUDS SHALL HE OLUED+NAILED TOGETHER. PIA GLUE WITH 100%COVERAGE SHALL DE USED. 2. INSTALL. 2 STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT RE NOTCHED OR BORED. 4. ALT, COLUMN STUD CONFIGURATIONS MAY RE USED REFER TO STATE DESIGN PACKAGE FOR DETAILS. 366R-E 137r-2 3/$' lamp 90-MPH SHEARWALL INFO qi)= 781 PLR = 489 PLR 3660-E 1 27,_3 3 1 O' EY OPT REAR DOOR Hi LIVING AREA ON BACK SIDEWALL 3660-E 1 -OPENING IH PORCH RAIL FOR ENTRY JAHES E. BMMET, P.E. COLISULTING EPIGDEE i 1755 CARNEGIE AVENUE CLEARWATER. FLOINGA 2' HEADER BEAM 7'X9.E5' PER PO SECTION IN NA JAL NA ItL,LI qr wipe E!iJ Lluyxan CZEIM FE ROTES tST✓<TE IaeD(sk Txnc,rv, MS ViR W tICNe "R0{cT P EOM tt F.VB a EME1-1001 I FLOW R GLR-154 FLOOR PLAN SkErf P-] Page 36 of 191 'LIE' created with pdf3-actory Fro trial Version www.rx11factory.com E 12' BATH STORAGE 36 SLEEPING ROOM 3 ROOM 50.FT.•1 ana0 uHItl1.E6.o.11 vonl. GAh sn.R Rehm AF: 29.115 agln. 36 36 UT1L1 36 L3'-5" /?` NO Cain FOR ROLL -IN SHOWER 3636 20'-5 3/Er 3660 3660 H BATH mn "0r C7 A F*1 A e SLEEPING ROOM 2 ROOK SO.FT.=I95.42 4lg111-15A9 pC vary a.02 Rolm Ar 2!A9 .a1. D/V SLEEPING ROOf1h1 ROOM Sq.FT.'1 25.42 J 1TL1c,09 oq R Vanl: 5.02sg31. RM. METE N.M. 4Bex34 CLEAR SPACE i KITCHEN 36 STATE I N SIGNIA, !4WD LABEL, $ DATA PLATE LOCATION DINING AREA STATE INSIOK1A & H1NC LABEL LOCATION HONK OFFICE RODE 510..}7t110.11 L011,3 T sq rt VW: 4E4 aq t RoWnPlr 239) scan. LIVING ARIA ROO,A SO.FF.75B., 2 i t2a.86 3q.n I: 1N.52 tale Rm. A4:6l€r2aaln. 13r-5 1/2' 36 13'-1y2" 161 '2 3660 i`-ip 1 PORCH 11'-72' WINDOW SCHEDULE DOGE SCHEDULE C LJ. OUT SIZE L10lf MA CALL CUT SEE U.-VALUE UGtif WENT 3E40 3♦r >< 50- 12.24 6,01 35 5B' x aft 17 MSe 34' = 36- 5.45 2A4 39 56' x 00- .29 5.5 29 - • ALL DOORS DM/ BE 66• TALL UML5se or-ERVAE 9PECIFlEB COLUMN STRAPPING SCHEDULE WIIOOIv STLBCt0 rilTN Trf LETTERS T CR S BESIDE D CN DLANNATE HMI W IWtKWW Ag 15EI119 HITHER bil'EOR ESN CR .SAFETY GLAZED' W INGdJY m. for FGRESS Q° r r9:+ElY L.2EO A121 2X3 SPF N2 THIS HALF (2) 2X4 SPF 42 EACH HALF ©131 2X3 SPF 02 THIS HALF y0 (3} 2M3 SPF 02 EACH HALF gig) 2X3 SPF R2 THE$ HALF F' f4} 2X3 SPF if EACH HALF Co) 2X3 $PC e2 THIS HALF "� f5} 2XS SPF 02 EACO HALF WIL H RU1GC /SEAM HEARIN'S STIFFENER NOTES: 1. ALL COLD hTry STUDS SHALL HE OLUED+NAILED TOGETHER. PIA GLUE WITH 100%COVERAGE SHALL DE USED. 2. INSTALL. 2 STEEL STRAPS AT EACH STUD OF EACH COLUMN. 3. COLUMN STUDS SHALL NOT RE NOTCHED OR BORED. 4. ALT, COLUMN STUD CONFIGURATIONS MAY RE USED REFER TO STATE DESIGN PACKAGE FOR DETAILS. 366R-E 137r-2 3/$' lamp 90-MPH SHEARWALL INFO qi)= 781 PLR = 489 PLR 3660-E 1 27,_3 3 1 O' EY OPT REAR DOOR Hi LIVING AREA ON BACK SIDEWALL 3660-E 1 -OPENING IH PORCH RAIL FOR ENTRY JAHES E. BMMET, P.E. COLISULTING EPIGDEE i 1755 CARNEGIE AVENUE CLEARWATER. FLOINGA 2' HEADER BEAM 7'X9.E5' PER PO SECTION IN NA JAL NA ItL,LI qr wipe E!iJ Lluyxan CZEIM FE ROTES tST✓<TE IaeD(sk Txnc,rv, MS ViR W tICNe "R0{cT P EOM tt F.VB a EME1-1001 I FLOW R GLR-154 FLOOR PLAN SkErf P-] Page 37 of 191 L 21 Page 38 of 191 -n TJ 0 Z —i Y co n n cc NM EN ■E N■ OHM ME HUI 11111111 CD- m 0 a'-n• Page 39 of 191 1 m -n bw 5 ■1011111■ NAM ow A'-q'MIN /q-0'MAX SNOIIVA313 17 N S1 ( K 30IS 1HJk1 JN Page 40 of 191 �... ri Iu IIAI I,[I May be va v main under blac n tee for new 5-6-2008. sk/tw Tee? lays approx. ' 135'E&18'S of hyd maint nen garag Elbow approx. 4' W -- -of SE corner of bldg. Hyd tee approx. 55' W of SE corner of bldg. under fence W & 28' S of hyd appro . of orner of bldg. PLEASE NOTE THIS MAP DOES NOT REPRESENT A SURVEY, NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA DELINEATED HEREIN, EITHER EXPRESSED OR IMPLIED BY BLACK HAWK COUNTY OR THE WATERLOO WATER WORKS OR THEIR EMPLOYEES. BLACK HAWK COUNTY AND THE WATERLOO WATER WORKS MAKES NO WARRANTY, EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION SHOWN ON THIS MAP, AND EXPRESSLY DISCLAIMS LIABILITY FOR THE ACCURACY. WATERLOO W WORKS 325 Sycamore Street P 0 Box 27 Waterloo, Iowa 50704 Ph 319-232-6280 Fax 319-232-1962 Paae 41 of 191 UNPLATTED WATERLOO EAST ALL EX C RR SEC 5 T 89 R 13 & EXC ALL S OF RR IN SW 1/4 & EXC ALL S OF RR IN SE 1/4 LYING N OF A LINE 126 FT N OF S LINE OF SEC TION AND EXC THAT PART PLATTED TO MID PORT AMERICA PARK PLAT NO 1 AND MID PORT AMERICAN PA RK PLAT NO 2 Page 42 of 191 CITY OF WATERLOO Council Communication Sale and Conveyance of City owned property located at 1332 Walker Street, to Goldfinch S&M Properties LLC, and approving a Development Agreement for the redevelopment of a single family dwelling. City Council Meeting: 4/27/2020 Prepared: 4/8/2020 REVIEWERS: Department Planning & Zoning Clerk Office ATTACHMENTS: Description o Walker St Agreement o Cost Estimate SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved Type Backup Material Backup Material Date 4/22/2020 - 11:03 AM 4/22/2020 - 11:38 AM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of City owned property located at 1332 Walker Street, to Goldfinch Properties, LLC, in the amount of $5,000, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Goldfinch Properties, LLC, for the redevelopment of a single family home located at 1332 Walker Street, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director Approval. The City aquired the residential property at 1332 Walker Street in 2018. Goldfinch S&M Properties LLC would like to rehabilitate the property. They will pay $5,000 initially for the property and once the property is completed they will receive their $5,000 plus an additional $5,000 back as a part of the infill property program. $5,000 Nuisance bonds Land Use The West half of the West half of Lot "F" in "Cedar Dale", in Black Hawk County, Iowa (now in the City of Waterloo, Iowa), except the Northerly 330 Page 43 of 191 Legal Descriptions: feet thereof, and except that part described as follows: Commencing at the Southeast comer of the West half of the West half of said Lot "F"; running thence North along the East line of the West half of the West half of said Lot "F" a distance of 210 feet; thence at right angles in a Westerly direction a distance of 60 feet; thence South along a line parallel with the East line of the West half of the West half of said Lot "F" a distance of 210 feet to the North line of Walker Street; thence East to the point of beginning. Page 44 of 191 ESTIMATE Dirty Work Lawn Care And Property Maintenance 533 California St Waterloo, Iowa 50703 Phone: (319) 464-8533 Email: dirtywork319@gmail.com Description Stanley V. Evans 1332 Walker st. waterloo, iowa 50707 (619) 571-0259 Estimate # 000260 Date 02/01/2020 Business / Tax # 81-2886095 Quantity Rate Total Roof there is a hole in the front south east lower portion of the roof. Ridge line on roof looks pretty straight. I would recommend patching hole by resheathing the problem areas followed by steel roofing (overlay) on this application. eliminates tear off labor. potential to last the lifetime of future buyer. i also recommend installing a slope and adding steel to flat portion of roofing over the garage. trash out/demo clear trash and any debris from demo. this property is full of trash left over from previous owner. demo portions include but not limited to any wall with moisture damage ceilings, building grounds and any units that come with this property. plumbing includes price of fixtures i would. I recommend installing pex pipes in exchange of all current plumbing. Having a manifold installed for ease of shut off for emergency situations and any future repairs or upgrades. electrical current electrical situation is unknown but believe that budget is sufficient for any changes to code (currently talking with electricians) flooring would suggest using luxury vinyl planks as flooring material in all rooms of this unit with only carpet installed in sleeping spaces repair damaged walls and painting repairing of unit walls texture (knock down) with designer fan finish Page 1 of 13 1.0 $6,000.00 $6,000.00 1.0 $7,000.00 $7,000.00 1.0 $10,000.00 $10,000.00 1.0 $10,000.00 $10,000.00 1.0 $6,000.00 $6,000.00 1.0 $6,000.00 $6,000.00 Page 45 of 191 on ceilings with the exception of the kitchen and room with fireplace. landscaping Clear any unwanted vegetation and add curb appeal. remove all suckilings and unwanted vegitation. adding mulch and perennial plants for ease of future maintenance. repair dilapidated fence power wash and restain. repair double stall garage new roof new siding adding two doors for security and entry new pocket windows (optional) replace all outdated windows with pocket windows Appliances new Stove refrigerator dishwasher washer dryer Bathroom fixtures new sink new vanity new bath and shower tub combos Ivp flooring 1.0 $3,000.00 $3,000.00 1.0 $6,000.00 $6,000.00 1.0 $5,000.00 $5,000.00 1.0 $6,000.00 $6,000.00 1.0 $5,000.00 $5,000.00 Subtotal $70,000.00 Total $70,000.00 Notes: If client agrees to the terms and pricing of this estimate a 15% contractor's fee will be applied Page 2 of 13 Page 46 of 191 Page 3 of 13 Page 47 of 191 Page 4 of 13 Page 48 of 191 Page 5 of 13 Page 49 of 191 Page 6 of 13 Page 50 of 191 Page 7 of 13 Page 51 of 191 Page 8 of 13 Page 52 of 191 Page 9 of 13 Page 53 of 191 .-...,.. .0ti4 ...4" ' • Y., .. •10 : 0 ' t7 -al-, _ .., .0 Ftli - pl ...; ,. / , Y ; Its4111, Page10of13 Page 54 of 191 Page 11 of 13 Page 55 of 191 Page 12 of 13 Page 56 of 191 By signing this document, the customer agrees to the services and conditions outlined in this document. Any work performed will be subject to state sale tax. We thank you for being a part of this process. Stanley V. Evans Page 13 of 13 Page 57 of 191 CITY OF WATERLOO Council Communication Sale and Conveyance of City owned property located at 1804 E. 4th Street, to Goldfinch S&M Properties LLC, and approving a Development Agreement for the redevelopment of a single family dwelling. City Council Meeting: 4/27/2020 Prepared: 4/8/2020 REVIEWERS: Department Planning & Zoning Clerk Office Reviewer Schroeder, Aric Even, LeAnn ATTACHMENTS: Description O 1804 E 4th Agreement O 1804 E 4th Street Cost Estimate SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Action Approved Approved Type Backup Material Backup Material Date 4/22/2020 - 11:06 AM 4/22/2020 - 11:42 AM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of City owned property located at 1804 E. 4th Street, to Goldfmch S&M Properties, LLC, in the amount of $5,000, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Goldfinch Properties, LLC, for the redevelopment of a single family home located at 1804 E. 4th Street, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director Approval. The City aquired the residential property at 1804 E 4th Street in February 2020. Goldfinch S&M Properties LLC would like to rehabilitate the property. They will pay $5,000 initially for the property and once the property is completed they will receive their $5,000 plus an additional $5,000 back as a part of the infill property program. $5,000 Nuisance bonds Land Use The West 96 feet of Lot 1, Block 6, "Manson's Second Addition" in Waterloo, Iowa, a/k/a Lot 1, except the East 44 feet, of Block 6, Manson's Page 58 of 191 Legal Descriptions: Second Addition in Waterloo, Iowa. and The South 30 feet of Lot 2, Block 6, in "Manson's Second Addition" in Waterloo, Iowa. Page 59 of 191 ESTIMATE Dirty Work Lawn Care And Property Maintenance 533 California St Waterloo, Iowa 50703 Phone: (319) 464-8533 Email: dirtywork319@gmail.com Stanley V. Evans 1804 East Fourth Street Waterloo, Iowa 50703 (619) 571-0259 Estimate # 000275 Date 04/13/2020 Business / Tax # 81-2886095 Description Total Repair foundation Bathroom fixtures and remodel Overlay the single roof with steel roofing Update plumbing and hvac Floors Overlay floors with wood and install ceramic tile in baths kitchen and dining areas installing carpet in living and sleeping areas $7,000.00 $5,000.00 $7,000.00 $8,000.00 $7,000.00 electrical $5,000.00 Remove outdated windows and replace with pocket windows $5,000.00 Install siding on house and garage $6,000.00 Remove any loose paint texture and paint every room $2,000.00 Landscaping $2,000.00 Kitchen appliances $2,000.00 Page 1 of 12 Page 60 of 191 Subtotal $56,000.00 Notes: 1 5%contracting fees will be applied Total $56,000.00 Page 2 of 12 Page 61 of 191 Page 3 of 12 Page 62 of 191 Page 4 of 12 Page 63 of 191 Page 5 of 12 Page 64 of 191 Page 6 of 12 Page 65 of 191 Page7of12 Page 66 of 191 Page 8 of 12 Page 67 of 191 Page 9 of 12 Page 68 of 191 Page 10 of 12 Page 69 of 191 Page 11 of 12 Page 70 of 191 By signing this document, the customer agrees to the services and conditions outlined in this document. Stanley V. Evans Page 12 of 12 Page 71 of 191 CITY OF WATERLOO Council Communication Resolution approving a request by MMS Consultants, Inc., on behalf of the City of Waterloo, to approve the final plat of Northeast Industrial Park Plat No. 4, a three -lot industrial subdivision, located east of 1994 Newell Street, and rescinding Resolution 2019-424 in its entirety. City Council Meeting: 4/27/2020 Prepared: 4/21/2020 REVIEWERS: Department Planning & Zoning Clerk Office ATTACHMENTS: Description ❑ Certificate of Survey ❑ Deed of Dedication ❑ Revised Final Plat SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved Type Cover Memo Backup Material Backup Material Date 4/22/2020 - 11:04 AM 4/22/2020 - 11:26 AM Resolution approving a request by MMS Consultants, Inc., on behalf of the City of Waterloo, to approve the final plat of Northeast Industrial Park Plat No. 4, a three -lot industrial subdivision, located east of 1994 Newell Street, and rescinding Resolution 2019-424 in its entirety. Submitted By: Noel Anderson, Community Planning and Development Director Approval Transmitted herewith is a request for the final plat of Northeast Industrial Park Plat No. 4, a four lot industrial subdivision, located east of 1994 Newell Street and to rescind Resolution 2019-424 in its entirety. Please find attached to this council transmittal the following items: • Updated Final Plat • Updated Deed of Dedication The fourth lot in the subdivision will not be designated as a conservation area for wetlands and no development can take place upon it. Under Article I, number 1, Lot 4 is designated for storm water management and wetland conservation. When the request first went to council last June there was no wording in the Deed of Dedication for wetland conservation and the proposed change and plat still keeps everything inline with what was approved and no expansion of the plat is occurring. None Page 72 of 191 Source of Funds: N/A Policy Issue: Land Use and Economic Development, policies 1, 3 and 4. Background Information: The area in question is zoned "M-2,P" Planned Industrial District and was rezoned from "A-1" Agricultural District in October of 1995. Surrounding land uses and their zoning are as follows: North — Vacant development ground, zoned "A-1" Agricultural District. South — Vacant development ground, zoned "M-2,P" Planned Industrial District. East — Existing industrial development, zoned "M-2,P" Planned Industrial District. West — Vacant development ground, zoned "A-1" Agricultural District, and residential development further to the west zoned "R-2" One and Two Family Residential District. Approximately the eastern 25% of the property is located within a Special Flood Hazard Area (Zone AE, 100-year floodplain) as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0193F, dated July 18, 2011. This particular area appears to be a drainage channel and would appear to be undevelopable. This area is where Con-Trol plans to construct a new 162,885 square foot warehouse, along with other future buildings. A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, ALL OF SECTION 20, AND A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, ALL OF TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northwest Corner of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence N89°37'44"E, along the North Line of the North One -Half of the Northwest Quarter of said Section 20, a distance of 194.41 feet, to the Northeast Corner of the West 194.40 feet of the Northwest Quarter of said Northwest Quarter, and the POINT OF BEGINNING; Thence continuing N89°37'44"E, along said North Line, 1438.95 feet, to its intersection with the Northwesterly Projection of the Westerly Line of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S21°11'38"E, along said Northwesterly Projection and Westerly Line, 418.76 feet; Thence S00°25'27"E, along said Westerly Line, 429.01 feet; Thence S 17°25'06"E, along said Westerly Line, and the Westerly Line of Northeast Industrial Park Plat No. 3, a distance of 381.06 feet, to the Northern most corner of Parcel "D", in accordance with the Page 73 of 191 Legal Descriptions: Recorded Plat thereof; Thence S07°22'08"E, along the West Line of said Parcel "D", 616.47 feet, to the Southern most comer thereof, and a Point on the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in CLD Book 671 at Page 953 of the Records of the Black Hawk County Recorder's Office; Thence N59°59'13"W, along said Northerly Line, 200.00 feet; Thence S30°00'47"W, along said Northerly Line, 15.00 feet; Thence N59°59' 13"W, along said Northerly Line, 226.13(M) 224.55(R) feet; Thence Northwesterly 927.38 feet, along said Northerly Line, and the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in LD Book 572 at Page 367 of the Records of the Black Hawk County Recorder's Office, on a 1074.93 foot radius curve, concave Southwesterly, whose 898.88 foot chord bears N84°42'08"W; Thence S36°48'47"W, along said Northerly Line, 65.54 feet; Thence Southwesterly along said Northerly Line, 231.76 feet along a 1039.93 foot radius curve, concave Southeasterly, whose 231.28 foot chord bears S61°11'41"W; Thence S54°48'37"W, along said Northerly Line, 137.26 feet; Thence S64°22'40"W, along said Northerly Line, 391.07 feet, to the Southwest Comer of Parcel No. 1, as Recorded in LD Book 572 at Page 364 of the Records of the Black Hawk County Recorder's Office; Thence N00°58'42"W, along the West Line of said Parcel No. 1, a distance of 586.87 feet, to the Northwest Comer thereof; Thence N88°46'24"E, along the North Line of said Parcel No. 1, a distance of 29.87 feet; Thence N89°37' 11"E, along said North Line of Parcel No. 1, a distance of 194.41 feet; Thence N00°58'42"W, along said North Line, and the East Line of the West 194.40 feet of the Northwest Quarter of the Northwest Quarter of said Section 20, a distance of 1325.52 feet, to the Point of Beginning. Said Tract of Land contains 61.03 Acres, and is subject to easements and restrictions of record. Page 74 of 191 PREPARED BY: MMS CONSULTANTS, INC., 1917 S. GILBERT STREET, IOWA CITY, IOWA 52240, PH. 319-351-8282 • ae.•sG z a: JAMES E• %IS z • •EIGHTY o c' �'' • 13287 I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. AMES E. P.L.S. to 3287 My 1' ense renewal date is December 31, 2020. Pages or sheets covered by this seal: 1 & 2 State of Iowa ss. County of Johnson Subscribed and sworn to before me by James E. Lichty this 3 / day of ad,, 2020. LACEY STUTZMAN Commission Number 822560 MY COMMISSlONL XPIRES DECEMBER 3 Northeast Industrial Park Plat No. 4 is a subdivision of the property of a portion of the Northeast Quarter of the Northwest Quarter, a portion of the Southeast Quarter of the Northwest Quarter, a portion of the Southwest Quarter of the Northwest Quarter, a portion of the Northwest Quarter of the Northwest Quarter, all of Section 20 and a portion of the Southeast Quarter of the Northeast Quarter of Section 19, all of Township 89 North, Range 12 West of the 5th Prinicipal Meridian, Waterloo, Black Hawk County, Iowa, described as follows: 1 Page 75 of 191 Commencing at the Northwest Corner of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence N89°37'44"E, along the North Line of the North One -Half of the Northwest Quarter of said Section 20, a distance of 194.41 feet, to the Northeast Corner of the West 194.40 feet of the Northwest Quarter of said Northwest Quarter, and the POINT OF BEGINNING; Thence continuing N89°37144"E, along said North Line, 1438.95 feet, to its intersection with the Northwesterly Projection of the Westerly Line of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S21°11'38"E, along said Northwesterly Projection and Westerly Line, 418.76 feet; Thence S00°25'27"E, along said Westerly Line, 429.01 feet; Thence 517°25'06"E, along said Westerly Line, and the Westerly Line of Northeast Industrial Park Plat No. 3, a distance of 381.06 feet, to the Northern most corner of Parcel "D", in accordance with the Recorded Plat thereof; Thence 507°22'08"E, along the West Line of said Parcel "D", 616.47 feet, to the Southern most corner thereof, and a Point on the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in CLD Book 671 at Page 953 of the Records of the Black Hawk County Recorder's Office; Thence N59°59'13"W, along said Northerly Line, 200.00 feet; Thence 530°00'47"W, along said Northerly Line, 15.00 feet; Thence N59°59'13"W, along said Northerly Line, 226.13(M) 224.55(R) feet; Thence Northwesterly 927.38 feet, along said Northerly Line, and the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in LD Book 572 at Page 367 of the Records of the Black Hawk County Recorder's Office, on a 1074.93 foot radius curve, concave Southwesterly, whose 898.88 foot chord bears N84°42'08"W; Thence 536°48'47"W, along said Northerly Line, 65.54 feet; Thence Southwesterly along said Northerly Line, 231.76 feet along a 1039.93 foot radius curve, concave Southeasterly, whose 231.28 foot chord bears 561°11'41"W; Thence 554°48'37"W, along said Northerly Line, 137.26 feet; Thence S64°22'40"W, along said Northerly Line, 391.07 feet, to the Southwest Corner of Parcel No. 1, as Recorded in LD Book 572 at Page 364 of the Records of the Black Hawk County Recorder's Office; Thence N00°58'42"W, along the West Line of said Parcel No. 1, a distance of 586.87 feet, to the Northwest Corner thereof; Thence N88°46'24"E, along the North Line of said Parcel No. 1, a distance of 29.87 feet; Thence N89°37'11"E, along said North Line of Parcel No. 1, a distance of 194.41 feet; Thence N00°58'42"W, along the East Line of the West 194.40 feet of the Northwest Quarter of the Northwest Quarter of said Section 20, a distance of 1325.52 feet, to the Point of Beginning. Said Tract of Land contains 61.03 Acres, and is subject to easements and restrictions of record. Page 76 of 191 DEED OF DEDICATION NORTHEAST INDUSTRIAL PARK PLAT NO. 4 WATERLOO, BLACK HAWK COUNTY, STATE OF IOWA The City of Waterloo, Iowa ("Owner"), being desirous of platting the land described in the attached Certificate of Survey, by James E. Lichty, a licensed land surveyor, dated March 31, 2020, do by these presents designate and set apart the aforesaid premises as a subdivision of the City of Waterloo, Black Hawk County, Iowa, the same to be hereafter known as and called Northeast Industrial Park Plat No. 4, Waterloo, Black Hawk County, Iowa (the "Property"), all of which is with the free consent and desire of the undersigned, and the undersigned hereby dedicates and sets apart for public use the streets and avenues as shown on the attached plat. The undersigned hereby covenants and agrees for itself, its successors and assigns, that said subdivision shall be and the same is hereby made subject to the following restrictions as fully and effectively for all intents and purposes as if the same were contained and set forth in each deed, conveyance and mortgage that this grantor or its successors in interest may hereafter make and that such restrictions shall run with the land in the particulars hereinafter stated, to wit: ARTICLE I DEDICATION; RESTRICTIONS 1. Dedications. Owner hereby dedicates and conveys to the City of Waterloo, Iowa, its successors and assigns, the areas designated on the plat map as Tract "A", Tract `B" and Tract "C". Tract "A" is dedicated for the street and right-of-way purposes. Tract `B" is dedicated for storm water management purposes, development purposes and such other purposes as the City of Waterloo may hereafter declare by separate instrument for said Tract `B". The City of Waterloo shall have discretion to dedicate and/or convey such portions of Tract `B" as may be desirable for or in connection with private development of adjacent parcels and to place upon such tract or portion thereof such additional restrictions, or to release same from any limitation of purpose set forth above, as the City of Waterloo considers necessary or advisable. Tract "C" is dedicated for storm water management purposes and wetland conservation. In addition, that part of Lot 1 that is described as "Additional Easement Area" on the certificate of survey is dedicated for wetland conservation and storm water management purposes. 2. Establishment of Restrictions. The Property is now held and shall hereafter be held, transferred, sold, leased, conveyed and occupied, subject to the covenants, conditions, restrictions and easements set forth in this instrument, each of which shall run with the land and shall be binding upon the inure to the benefit of each and every parcel of the Property, and each of which shall apply to and bind and benefit and may be enforced by the owner of each or any parcel of the Property, and the heirs, assignees and successors in interest of each and every owner of a parcel or parcels. 3. Utilities. Any company or agency supplying electricity, gas or communication service to any parcel in said addition shall have the right to construct, maintain and operate permanent underground gas, electricity, or communication feeder or service facilities, within the easement lines as shown on the plat of said addition attached hereto. Page 77 of 191 Further, the City of Waterloo and any public company having a franchise for the distribution and sale of gas, electricity, water or communication service in said City shall have the right to construct and maintain underground sanitary sewer, storm sewer, drainage tile, water, gas and communication service lines within the easement lines as shown on the plat attached hereto. The proprietor, agents and workmen of all such service corporations or agencies shall have the right to reasonable access to their said services and installation for the purpose of the proper construction and maintenance of their lines and equipment. ARTICLE II USE OF THE PROPERTY 1. Permitted Use. Unless otherwise specifically prohibited by the City of Waterloo or other governmental agency, permitted uses shall be distribution warehouse, office facilities, technological or business operation, manufacturing, assembly facility, laboratory and research. 2. Uses Not Permitted. The following uses are expressly prohibited: Auto salvage yard, feed and fuel yard, poultry or meat killing, poultry or meat processing plant or residential use. This is in addition to limitations called for in the zoning restrictions or ordinances applicable to the Property from time to time. 3. Other Conditions Not Permitted. Any facility or operation which causes a nuisance due to noise, odor, rubbish accumulation and/or release of hazardous materials shall not be permitted. 4. Temporary Structures. Temporary structures will be allowed to be used only as construction offices and/or small tool sheds. The temporary structures are to be removed within two (2) years after placement. ARTICLE III DEVELOPMENT STANDARDS 1. Vehicle Parking. All vehicle parking requirements must be provided for within the property boundaries and shall be set back from all property lines with street frontage a minimum of five (5) feet. On -street parking will not be permitted. 2. Truck Parking and Maneuvering. The maneuvering area for trucks must be such as to allow for the truck to back up to the buildings without using the street as part of the maneuvering area. 3. Pavement Requirement. The entire area for auto parking, truck parking and maneuvering shall be paved. Empty truck parking area may be gravel. Outside storage area, where approved, may be gravel. 4. Outside Storage. Outside storage is allowed where approved through the site plan review process, and may be gravel. 2 Page 78 of 191 5. Display Space. Outside display of a product, material and/or equipment will be allowed. 6. Landscape. Landscaping plans for a site must conform to applicable provisions of the City of Waterloo Zoning Ordinance. The entire area that is not covered with building and pavement must have grass/landscaping in accordance with City of Waterloo requirements. 7. Building Materials. All exterior faces of buildings shall be finished. An expansion wall of different materials may be approved through the site plan approval process. 8. Fences. Where fences are to be installed, the fence shall be located entirely on the subject parcel, and the area between the fence and the right-of-way shall be grassed and landscaped. The finished side of any fence shall be placed in such a manner as to face outward from the property. ARTICLE IV ORGANIZATION AND APPROVAL 1. Plan Approval. Proposed site plans will be reviewed through the City of Waterloo site plan process. Existing owners of land in the subdivision shall be notified of the plan review process at the time said plan is submitted to the City for review. 2. Time of Covenants. Unless otherwise extended or removed, these restrictions shall be applicable for a term of twenty-one (21) years commencing upon the recordation hereof and thereafter may be renewed as provided in Iowa law. At any time, any of the restrictions may be terminated by written agreement joined in by the owners of 90% in area of the land subject hereto. 3. Amendment. These restrictions may only be amended in writing by the agreement of not less than the owners of 90% in area of the land subject hereto. Any amendment to these restrictions shall be recorded. Dated this day of April, 2020. [signatures on next page] 3 Page 79 of 191 STATE OF IOWA ) ) ss BLACK HAWK COUNTY ) • CITY OF WATERLOO, IOWA By: Quentin M. Hart, Mayor Attest: Kelley Felchle, City Clerk This record was acknowledged before me on April , 2020 by Quentin M. Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa. Notary Public 4 Page 80 of 191 FOR COUNTY RECORDER'S USE Point of Commencement NORTHWEST CORNER OF SECTION 20-T89N-R12W OF THE FIFTH P.M. FOUND LEAD PLUG BOOK 299 AT PAGE 383 A N89'37'44"E M„Z17,8S.00N N88'46'24"E 29.87'(R)(M) I LOCATION: SUBDIVIDER: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, ALL OF SECTION 20, AND A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, ALL OF TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA CITY OF WATERLOO 715 MULBERRY STREET WATERLOO, IOWA 50703 PROPRIETOR OR OWNER: CITY OF WATERLOO 715 MULBERRY STREET WATERLOO, IOWA 50703 LAND SURVEYOR: DATE OF SURVEY: JAMES E. LICHTY P.L.S MMS CONSULTANTS INC. 1917 SOUTH GILBERT STREET IOWA CITY, IOWA, 52240 PHONE: 319-351-8282 12-10-2018 POINT OF BEGINNING EASEMENT IDENTIFICATION TABLE LABEL DESCRIPTION 0 PUBLIC SANITARY SEWER AND WATERMAIN EASEMENT 0 PUBLIC SANITARY SEWER EASEMENT 0 EXISTING 8 FOOT WIDE UTILITY EASEMENT ® PUBLIC STORM SEWER AND DRAINAGE EASEMENT 0 EXISTING 20 FOOT UTILITY EASEMENT 0 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT 1 N89'37'44"E ORI- LNE 1 I-- NCKIH 1\2 OF HE NW 1\4 OF SECTION 20 194.41 50.00' Tract "A" - Newell Street -Right-of-Way1.66 Acres --- - -- -- --- 0.00 1 179.79- 194.40' rr 74 7; z 3 N 43 rn z z 43 N89'37'11 "E 194.41'(R)(M) FOUND 1" ,r PIPE 3.4' WEST / 89.08 j / 0 0 110.00 0 43 40 m ® 110.00' k 132.58' \� I 796 I n S45158'42"E 33.18' 524°35'25"E 56.37' 7.42' 0 b AGQ IS- ON '1_A PARCEL NO_I WETLAND CONSERVATION AREAS rDOGK LP 572 AT PAGE 3G4 250.00' N89°37'14"E 679 /4, LOT 1 1,128,804 SF 25.91 AC 4=0121'08" R=1039.93' L=6.40' T=3.20' C=6.40' CB=S54159'11"W I / Tract IICII 249,202 SF 5.72 AC WEST QUARTER CORNER OF SECTION 20-T89N-R12W OF THE FIFTH P.M. FOUND SCM S5 137.26'(R)(M) 0- 0 O 60.00' f 60.00' • 4- 327.31' S00122'16"E 14.51' LOT 2 299,212 SF 6.87 AC 1438.95' j • • 0 43 • 300.38' 0 A_ 16 0 95 Go FINAL PLAT NORTHEAST INDUSTRIAL PARK PLAT NO. 4 WATERLOO, BLACK HAWK COUNTY, IOWA AREA SUMMARY TABLE 1\4 - 1\4 AREA AREA INCLUDED IN ROW NW -NW SEC 20 34.10 ACRES 1.28 ACRES NE -NW SEC 20 14.18 ACRES 0.38 ACRE SE -NW SEC 20 4.13 ACRES 0.00 ACRE SW -NW SEC 20 8.22 ACRES 0.00 ACRE SE -NE SEC 19 0.40 ACRE 1.66 ACRES TOTAL 61.03 ACRES 1.66 ACRES EXISTING PROPERTY MONUMENTATION TABLE LABEL DESCRIPTION ® 1/2" REBAR W\ YELLOW PLASTIC LS CAP 7811 © 1/2" REBAR W\ YELLOW PLASTIC LS CAP 6132 © 1/2" REBAR W\0 LS CAP 996.26' NEWELL STREEl N89'37'44"E Tract "B" 179.79' _ S89°37'53"W • r 60.00' A=12°25'00"589.36'49"W R=1039.93' 61.61'- �n L=225.37' T=113.13' C=224.92' s CB=S61122'16"W s z 0 60 M CD 20.00' o co 60.00' 09 40 rD 8=17111'04" R=1074.93' L=322.40' T=162.42' C=321.19' CB=S79110'28"W N iS36'48'47"W 0 65.54'(R)(M) ACQUISITION PLAT MARTIN LUThER KIN& JR. DRIVE RI&hT-OF-WAY BOOK LP 572 AT RASE 3667 soo'oo'oo"w 40 A=12'46'08" R=1039.93'(R)(M) L=231.76'(R)(M) T=116.36' C=231.28' CB=S6111'41"W A=49'25'51" R=1074.93'(R)(M) L=927.38' T=494.76' C=898.88' CB=N84'42'08"W • e 0 462.60, LOT 3 407,935 SF 9.36 AC 4=32114'47" R=1074.93' L=604.98' � T=310.73' C=597.02' CB=S76°06'36"E i S19°49'0 /"- � 110.63' "---.OLVoo. 500,977 SF 11.50 AC 44 0 m 0 o3D AGQUI TION PLAT MARTIN LUThER KIN& OR. DRIVE RI&h7-OF-WAY f ,00K GLP 771 AT PAGE 953 © 0 \1 0 NORTHEAS- NMEIN A, -ANK F,Lrz1j fO❑ S25130'56"E 94.75' 0 2- 09 12 NOIR- S32°35'40"E 75 76' 9.86' Ns9, 20 3 00• ik 9) J '^T1 S30'00'47"W 15.00'(R)(M) © 2 Co., 0 ARK P=AT HOoo 3 © 0 PARCEL T OF TIE DEVELOPMENT AGREEMENT RECORDED IN P3OGK 200625157 13 4 NORTH QUARTER CORNER OF SECTION 20-T89N-R12W OF THE FIFTH P.M. FOUND LEAD PLUG BOOK 299 AT PAGE 393 L-E-GE-N D AND NOTES • 0 7/ UNLESS NOTED - CONGRESSIONAL CORNER, FOUND - CONGRESSIONAL CORNER, REESTABLISHED - CONGRESSIONAL CORNER, RECORDED LOCATION - PROPERTY CORNER(S), FOUND (as noted) - PROPERTY CORNERS SET (5/8" Iron Pin w/ yellow, plastic LS Cap embossed with "MMS" ) - CUT "X" - PROPERTY &/or BOUNDARY LINES - CONGRESSIONAL SECTION LINES - RIGHT-OF-WAY LINES - CENTER LINES - LOT LINES, INTERNAL - LOT LINES, PLATTED OR BY DEED - EASEMENT LINES, WIDTH & PURPOSE NOTED - EXISTING EASEMENT LINES, PURPOSE NOTED - RECORDED DIMENSIONS - MEASURED DIMENSIONS - CURVE SEGMENT NUMBER OTHERWISE, ALL DIMENSIONS ARE IN FEET AND HUNDREDTHS ERROR OF CLOSURE IS LESS THAN 1FOOT IN 10,000 FEET I HEREBY CERTIFY THAT DURING THE MONTH OF APRIL, 2019, AT THE DIRECTION OF THE CITY OF WATERLOO, A SURVEY WAS MADE UNDER MY SUPERVISION OF A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, ALL OF SECTION 20, AND A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, ALL OF TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northwest Corner of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence N89°37'44"E, along the North Line of the North One -Half of the Northwest Quarter of said Section 20, a distance of 194.41 feet, to the Northeast Corner of the West 194.40 feet of the Northwest Quarter of said Northwest Quarter, and the POINT OF BEGINNING; Thence continuing N89°37'44"E, along said North Line, 1438.95 feet, to its intersection with the Northwesterly Projection of the Westerly Line of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S21°11'38"E, along said Northwesterly Projection and Westerly Line, 418.76 feet; Thence SOO°25'27"E, along said Westerly Line, 429.01 feet; Thence S17°25'06"E, along said Westerly Line, and the Westerly Line of Northeast Industrial Park Plat No. 3, a distance of 381.06 feet, to the Northern most corner of Parcel "D", in accordance with the Recorded Plat thereof; Thence S07°22'08"E, along the West Line of said Parcel "D", 616.47 feet, to the Southern most corner thereof, and a Point on the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in CLD Book 671 at Page 953 of the Records of the Black Hawk County Recorder's Office; Thence N59°59'13"W, along said Northerly Line, 200.00 feet; Thence S30°00'47"W, along said Northerly Line, 15.00 feet; Thence N59°59'13"W, along said Northerly Line, 226.13(M) 224.55(R) feet; Thence Northwesterly 927.38 feet, along said Northerly Line, and the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in LD Book 572 at Page 367 of the Records of the Black Hawk County Recorder's Office, on a 1074.93 foot radius curve, concave Southwesterly, whose 898.88 foot chord bears N84°42'08"W; Thence S36°48'47"W, along said Northerly Line, 65.54 feet; Thence Southwesterly along said Northerly Line, 231.76 feet along a 1039.93 foot radius curve, concave Southeasterly, whose 231.28 foot chord bears S61 ° 11'41 "W; Thence S54°48'37"W, along said Northerly Line, 137.26 feet; Thence S64°22'40"W, along said Northerly Line, 391.07 feet, to the Southwest Corner of Parcel No. 1, as Recorded in LD Book 572 at Page 364 of the Records of the Black Hawk County Recorder's Office; Thence NOO°58'42"W, along the West Line of said Parcel No. 1, a distance of 586.87 feet, to the Northwest Corner thereof; Thence N88°46'24"E, along the North Line of said Parcel No. 1, a distance of 29.87 feet; Thence N89°37'11"E, along said North Line of Parcel No. 1, a distance of 194.41 feet; Thence NOO°58'42"W, along the East Line of the West 194.40 feet of the Northwest Quarter of the Northwest Quarter of said Section 20, a distance of 1325.52 feet, to the Point of Beginning. Said Tract of Land contains 61.03 Acres, and is subject to easements and restrictions of record. 0 20 50 100 150 200 GRAPHIC SCALE IN FEET 1 "=200' co =J_ /Lvvvv0vvLIANDIvva///// JAMES E. LICHTY 13287 SEAL I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. JAMES E. LICHTY P.L.S. Iowa Lic. No. 13287 My license renewal date is December 31, 20_ Pages or sheets covered by this seal: 20 This Plat or Subdivision has been reviewed by the City of Waterloo City Planner or designee Date ZONING REQUIREMENTS EXISTING ZONING: M-2, P (PLANNED INDUSTRIAL) BUILDING SETBACK LINES SHALL BE DETERMINED THROUGH PLAN REVIEW PER CITY ZONING ORDINANCE, CHAPTER 21, SECTION 10-21-1.C.2 61.03 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Dote Revision 04-16-2019 PER JEL REVIEW - RLW 05-17-2019 PER CITY REVIEW - RLW 06-24-2019 REVISED LOTS 1-4 AND EASEMENTS - RLW 04-27-2020 TRACT "C" ADDED PER CITY - RLW NORTHEAST INDUSTRIAL PARK PLAT NO. 4 A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, ALL OF SECTION 20, AND A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, ALL OF TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN WATERLOO BLACK HAWK COUNTY IOWA MMS CONSULTANTS, INC. Dote: 04-15-2019 Designed by: JDE Field Book No: 1237 Drown by: Checked by: Project No: IOWA CITY 10645-002 Scale: RLW 1 "=200' JEL Sheet No: of: 1 Page 81 of 191 CITY OF WATERLOO Council Communication Resolution approving a Development Agreement with Net Worth Investments, LLC, of Cedar Falls, Iowa, for the construction of an 8-plex multi -family building, located north of 1150 Home Park Boulevard, including a Development Grant of $5,000 per unit, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Planning & Zoning Clerk Office Reviewer Schroeder, Aric Even, LeAnn ATTACHMENTS: Description ❑ Development Agreement ❑ Site Plan ❑ Aerial P hoto SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Action Approved Approved Type Cover Memo Cover Memo Cover Memo Date 4/22/2020 - 11:04 AM 4/22/2020 - 11:21 AM Resolution approving a Development Agreement with Net Worth Investments, LLC, of Cedar Falls, Iowa, for the construction of an 8-plex multi -family building, located north of 1150 Home Park Boulevard, including a Development Grant of $5,000 per unit, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Approve the resolution This is a request to enter into a development agreement with Net Worth Investments, LLC to for the construction of an 8-plex multifamily building, located to the north of 1150 Home Park Boulevard. The new building will have an estimated completion value of $750,000 and the agreement would also allow for the developer to receive a $5,000 grant per unit from the city once each unit receive their certificate of occupancy after completion. The developer would receive $40,000 with a maximum of $6,000 per year over six years and $4,000 on the seventh year. The reason the development agreement is structured over a seven year timeframe is due to the owner, Andrea McGeough being married to a City of Waterloo police officer. The State Code of Iowa allows no more than $6,000 per year to be granted in incentives, however they are a property owner in the City and are eligible for this incentive as anyone building or renovating infill units is eligible. $40,000 Bonds Page 82 of 191 Policy Issue: Legal Descriptions: Infill Housing Parcel "B" according to Plat of Survey filed November 27, 2019 as Doc. No. 2020-9907 Page 83 of 191 Preparer: Christopher S. Wendland, P.O. Box 596, Waterloo, Iowa 50704 (319) 234-5701 After recording, return to Community Planning & Development, 715 Mulberry Street, Waterloo, IA 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of , 2020, by and between Net Worth Investments, LLC ("Company"), and the City of Waterloo, Iowa ("City"). RECITALS A. Company is willing and able to finance and construct an 8-unit apartment building and related improvements on property it owns in the City of Waterloo. B. City considers infill residential development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives to encourage that goal. City believes that such development is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the Projects (defined below) have been undertaken and are being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Improvements by Company. Company shall construct a single 8-unit apartment building on the real property described on Exhibit "A" attached hereto (the "Property"), completed to a finished state, including installation of driveways and sidewalks, removal of all construction debris, proper leveling or shaping of groundscape, and grassing and/or landscaping (construction and finishing as so described are referred to as the "Improvements"). The value of the Improvements upon completion is estimated to be $750,000.00. The Improvements shall be constructed in accordance with the terms of this Agreement, all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Company shall submit specific building designs and site plans for City review and 1 Page 84 of 191 approval before the commencement of construction and shall not substantially deviate from such plans, specifications or designs. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed. The Property, the Improvements, and all site preparation and development -related work to be undertaken and completed by Company under this Agreement are collectively referred to as the "Project". 2. Timeliness of Construction; Possibility of Reverter. The parties agree that Company's commitment to cause the Project to be undertaken and to construct the Improvements in a timely mariner constitutes a material inducement for the City to extend the incentives provided for in this Agreement, and that without said commitment City would not have done so. Subject to Unavoidable Delays (defined below), Company must obtain a building permit and begin construction of the Improvements within six (6) months after the date of this Agreement (the "Project Start Date"), and construction of Improvements must be Substantially Completed within eighteen (18) months after commencement (the "Project Completion Date"). For purposes of this Agreement, "Substantially Completed" means the date on which the Improvements have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto. If Company has not begun construction of the Improvements before the Project Start Date, City may terminate this Agreement as set forth in Section 10, and City shall have no further obligation hereunder with respect to such Project. If construction has not begun by the Project Start Date but the development of the Project is still imminent, the City Council may, but shall not be required to, grant an extension of the Project Completion Date. If construction has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each of the foregoing is an "Unavoidable Delay"), then time lost as a result of Unavoidable Delays shall be added to extend the Project Completion Date by a number of days equal to the number of days lost as a result of Unavoidable Delays, and thereafter if construction is not completed within the allowed period of extension, City may terminate this Agreement as set forth in Section 10, and City shall have no further obligation hereunder with respect to such Project. As promptly as possible, Company shall notify City in writing of the occurrence of any Unavoidable Delay and shall again notify City in writing when the Unavoidable Delay has ended. 3. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services to any location on the Property and for payment of any associated connection fees. 4. Incentives. After the Improvements have been Substantially Completed, Company will be eligible for the following incentives: 2 Page 85 of 191 A. CLURA. Because the Property is located in the City Limits Urban Revitalization Area (CLURA), the Property will be eligible for tax exemption consistent with and to the extent provided for in the CLURA Plan, provided that Company meets all requirements to qualify for such exemption. B. Grants. As provided in the City's infill housing policy, City will pay Company a grant of $5,000.00 for each apartment unit completed for a total incentive of $40,000.00, payable at the rate of $6,000.00 per year for six (6) years, followed by a payment of $4,000.00 in year seven (7). 5. Reporting. Until Substantial Completion of the Improvements, Company shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Company with respect to construction of the Improvements. 6. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 7. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. B. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. C. This Agreement has been duly and validly authorized, executed and delivered by Company and, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Company that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors' rights generally. D. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in 3 Page 86 of 191 conflict with, or result in a violation or breach of, the terms, conditions or provisions of the articles of organization or operating agreement of Company or of any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. E. There are no actions, suits or proceedings pending or threatened against or affecting Company in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Company or which in any manner raises any questions affecting the validity of the Agreement or Company's ability to perform its obligations under this Agreement. 8. Indemnification and Releases. A. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Property or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its directors, officers, employees, contractors or agents, or any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever, by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under this Agreement), or (2) the construction, installation, ownership, and operation of the Improvements, or (3) otherwise as a result of or in connection with the Project or Company's failure to carry on or complete same. C. The indemnification obligations under this Section shall include attorneys' fees and expenses incurred by any indemnified part. The provisions of this Section shall survive the expiration or termination of this Agreement. 4 Page 87 of 191 9. Default. The following shall be "Events of Default" under this Agreement, and the term "Event of Default" shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements on the Property to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to a Project Site formerly owned by City. C. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 10. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement, in whole or in part. Before exercising such remedy, City shall give 30 days' written notice to Company of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Company shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Company before the date of termination. B. Default by City. Whenever any Event of Default in respect of Company occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall 5 Page 88 of 191 not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 11. Materiality of Company's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 12. Performance by City. Company acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 13. No Third -Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third -party beneficiary of any of the provisions of this Agreement. 14. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, fax number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. 6 Page 89 of 191 (b) if to Company, at 5024 Samantha Circle, Cedar Falls, Iowa 50613, Attention: Andrea McGeough. Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 15. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 16. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 17. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 18. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 19. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 7 Page 90 of 191 EXHIBIT "A" Property Description Parcel "B" according to Plat of Survey filed November 27, 2019 as Doc. No. 2020-9907. 9 Page 91 of 191 20. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 21. Entire Agreement. This Agreement, together with the exhibits attached hereto, if any, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 22. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA NET WORTH INVESTMENTS, LLC By: By: Quentin M. Hart, Mayor Andrea McGeough Managing Member Attest: Kelley Felchle, City Clerk 8 Page 92 of 191 LEGAL DESCRIPTION PROPOSED LANDSCAPE PLAN FOR 8 ------------ PARCEL "B" PER PLAT OF SURVEY DATED 11/04/2019 RECORDED IN FILE 2020-9907 IN THE OFFICE OF THE BLACK HAWK RECORDER BEING A PART OF LOTS 12 AND 13, "LEWIS MILLERS SMALL FARMS ADDITION" TO THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. 1— 1 ° a a 1 ° Qa a° 1a 11 \ ° a v v° ° a v ° v 01 // \ v a ° ° I a / \ a ° I / \ ° a / ° \ 1 ° ° a 1 / \\v v° a s ° a d 1 v ° ° v 1 / \ a a p ° a ° I / \ oa °a 1 \\ o a° v° v ° a p I v I I \ 1a ° ° a ° I \\ v o a v0 v v° 1 1 \ o a °a v I \ v v 1 \ a ° a ° I ° I ° a a ° I \° a ° ° n I \ d oa ° v °a 1 \ a ° ° a I / \ a a a ° / / \ °a a \ a a a ° a° I / / a / °v ° ° a a I \ / ° a as 1 \ ( v v a ° \ \ \ a °a a \ \ \ v \ \ v \ a a° v °1 \ \ \ v ° ▪ a v I \ \I \ a v ° \1 C. v ° a o I 1 p ° I / ° ° a, I / d v ° I I I / °a v° ° ° I I a a ° ° v a I I I / ° a a ° a l I / a d ° I / 1 F7 a a V I / Q ° a ° a I / v g ° I \ ° a a \\ 0 aa o 1 o d a ° °av CONIFER TREE OVER 10' TALL EXSITING (100 POINTS EACH) THIS DOES NOT REPRESENT A PLAT OF SURVEY I \ ° v v ° \\ ° a 1 \ a° ° a v 4 v a ° ° a a°v ° — / \c- \ t\_ \ m \1 m / 35.0'_ I I I / I / / / / "WEST 3RD STREET 8 - PLEX" 2500 BLOCK WEST 3RD STREET, WATERLOO, BLACK HAWK COUNTY, IOWA APRIL 2020 \\\\\\\\\\\ xx'')( Q \ \ - - ............................ --� -- �\ PROPOSED TWO STORY 8-PLEX (4,213 SQ. FT., MAIN LEVEL 8,426 SQ. FT. TOTAL) FLOOR ELEVATION: 851.50 4-2 GALLON SHRUBS OR GREATER EACH SIDE (5 POINTS EACH-80 TOTAL) PLACEMENT OF TREE MAY BE ADJUSTED BASED ON EXISTING UNDERGROUND UTILITIES SERVICING CELL TOWER 45.10 III. it 0Gi •vP1-. 116.441 \ SAN 1 SAN w w SAS{ 0 0 w 0 0 0 0 0 c0 SAN ° a ° g v ° z ° a ° a o ° ° a° v ° w o ° 4 w d ✓ 4 ° _ a ° 0 o o o o o o ▪ o o o 2" CRABAPPLE OR EQUIVLEMNT (UNDERSTORY TREE - 40 POINTS EACH - 160 TOTAL) O al 0 o o 0' 5' 10' 20' HELLAND ENGINEERING & SURVEYING, LTD. LANDSCAPE PLAN "WEST 3RD STREET 8 - PLEX" SHEET NO. LS.01 Page 93 of 191 Cit11 of Waterloo, Iowa N W+E S CITY OF WATERLOO Council Communication Resolution approving an Amendment to a Development Agreement with Fusion Investments, LLC, originally executed April 15, 2019, for the development of infrastructure of Cedar Valley Crossing, a ten -lot commercial/light industrial subdivision, to amend timeframes for completion of infrastructure and aggregate taxable values, and authorizing the Mayor and City Clerk to execute said documents. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Planning & Zoning Clerk Office Reviewer Schroeder, Aric Even, LeAnn ATTACHMENTS: Description ❑ Proposed Amendment to DA ❑ Original Development Agreement ❑ Cedar Valley Crossing Preliminary Plat SUBJECT: Submitted by: Recommended Action: Summary Statement: Action Approved Approved Type Cover Memo Cover Memo Cover Memo Date 4/22/2020 - 10:59 AM 4/22/2020 - 11:09 AM Resolution approving an Amendment to a Development Agreement with Fusion Investments, LLC, originally executed April 15, 2019, for the development of infrastructure of Cedar Valley Crossing, a ten -lot commercial/light industrial subdivision, to amend timeframes for completion of infrastructure and aggregate taxable values, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director Approval The City of Waterloo has been working with Fusion Investments, LLC to begin developing an area of land to the south of an extension Mamie Avenue near its intersection with Cyclone Drive. The original agreement requires that the company shall construct all streets, sewers, utilities and water lines on the property. A semi-annual grant in an amount equal to up to 100 percent of the property taxes excluding Non-TIF collections) for three years from land valuations on the subject properties and minimum assessment agreements for land valuation, which would be pursuant to separate development agreements with the City, reduced by any and all tax rebates that the City is required to pay the developer pursuant to the terms of any development agreement with such developer. The developer has not yet completed the infrastructure improvements, however, development of such and the subdivision is still imminent and the City has not expended any funds to the developer because the improvements Page 95 of 191 have not been made. The amendment extends timeframes of Section 2 and Section 5 of the original development agreement, which is detailed in attached development agreement amendment. Source of Funds: TIF funds and bond funds. Policy Issue: Economic Development Background Information: Legal Descriptions: The City of Waterloo and Deer Creek entered into a similar development agreement that is being proposed with Fusion Investments, LLC. The development agreement with Deer Creek Development has been successful in getting new development and expanding the infrastructure network to have shovel ready sites ready for development. PART OF NE FRAC 1/4 AND PART OF THE N 1/2 SE 1/4 SEC 6 T 88 R 13 COM AT THE NE COR OF THE SE 1/4 OF THE SE 1/4 OF SAID SEC TH W ALONG THE S LINE OF THE N 1/2 OF THE SE 1/4 A DIST OF 649.59' WHICH IS THE PT OF BEG TH W ALONG THE S LINE OF THE N 1/2 OF THE SE 1/4 OF SAID SEC A DIST OF 1052.14' TO APT 119' PERPENDICULAR DIST FROM CENTERLINE OF HIGHWAY 63 TH N 35 DEG 43 MIN E ALONG THE SELY R.O.W. LINE OF HIGHWAY 63 A DIST OF 1749.83' TO APT 119' PERPENDICULAR DIST RIGHT FROM CENTERLINE HIGHWAY 63 TH S A DIST OF 1419.57' TO THE PT OF BEG EXC THAT PART OF THE ABOVE DESC PLATTED AS SOUTH WATERLOO COMMERCIAL PARK BK Z PLAT PG 075. and PART E 1/2 SEC 6 AND SW QTR SEC 5 ALL IN T 88 R 13 DESC AS FOL: BEG AT SE COR NE SE SAID SEC 6 TH W 649.59 FT ALONG S LINE SAID NE SE TH N 1419.57 FT M/L TO SELY ROW LINE US HWY 63 TH N 35 DEG 43 MIN 00 SEC E ALONG SAID ROW LINE 391.73 FT TH E 454.37 FT TO E LINE NE QTR SAID SEC 6 TH S 417.86 FT TO NE COR SE QTR SAID SEC 6 TH S 1130.49 FT ALONG E LINE SE QTR SAID SEC 6 TO PROPERTY AGREEMENT LINE WHICH IS RECORDED IN BK 268 MISC P 134 TH E ALONG SAID AGREEMENT LINE TO NWLY ROW LINE W FOURTH ST TH SWLY 231.58 FT ALONG SAID ROW LINE TO E LINE SAID SE QTR TH S 38.23 FT TO PT OF BEG EXC THAT PART OF THE ABOVE DESC PLATTED AS SOUTH WATERLOO COMMERCIAL PARK BK Z PLAT PG 075 EXC PARCEL C IN SURVEY 2012 017524 DESC AS FOL BEG SE COR NE TH S 89 DEG 24 MIN 43 SEC W 200 FT TH N 410 FT TH N 89 DEG 25 MIN 08 SEC E 200 FT TH S 217.47 FT TH N 89 DEG 40 MIN 11 SEC E 172.73 FT TH S 47 DEG 53 MIN 24 SEC W 231.43 FT TH S 38.32 FT TO PT OF BEG. **Note: All of the above -described property will be platted by Company as "Cedar Valley Crossing." Page 96 of 191 Prepared by Christopher S. Wendland, P.O. Box 596, Waterloo, IA 50703. 319-234-5701 AMENDMENT TO DEVELOPMENT AGREEMENT This Amendment to Development Agreement (the "Amendment") is entered into as of 'rr ; 1 ?ar.aQ , 2020, by and between the City of Waterloo, Iowa ("City") and Fusion investments LLC ("Company"). RECITALS A. Company and City are parties to that certain Development Agreement dated April 15, 2019 (the "Agreement') concerning the development of property as described in the Agreement. The Agreement was filed in the records of the Black Hawk County Recorder on May 22, 2019 as Doc. No. 2019-17388. B. The parties desire to amend the Agreement on the terms set forth herein. NOW, THEREFORE, in consideration of the premises and of other consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree to amend the Agreement as follows: 1. Section 2 is hereby amended to strike "twelve (12) months" and "eighteen (18) months" therefrom, and to substitute in their place "eighteen (18) months" and "twenty-four (24) months" respectively. 2. Section 5 is hereby amended to strike the dates and aggregate taxable values specifically stated therein and to substitute the following in place thereof: By 12/31/2022 $1,500,000 By 12/31/2024 $3,000,000 By 12/31/2025 $4,500,000 3. Except as modified herein, the Agreement shall continue unmodified in full force and effect. Capitalized terms used herein that are not defined in this Amendment shall have the meaning attributed to them in the Agreement. The Agreement and this Amendment shall inure to the benefit of and be binding upon the parties and their respective successors and assigns. IN WITNESS WHEREOF, the parties have executed this Amendment to Development Agreement by their duly authorized representatives as of the date first set forth above. Page 97 of 191 FUSION INVESTMENTS LLC By: Ronald Koelker Managing Member 2 CITY OF WATERLOO, IOWA By: Quentin Hart, Mayor Attest: Kelley Fe[chle, City Clerk Page 98 of 191 Po'.ge 1 of 8 IHIIIHII 0 II 1101 II 100 III II U I II II III 10 II City o� Y 2L tY DO Prepared by Christopher S. Wendland, P.O. Box 596, Waterloo, IA 50704 DEVELOPMENT AGREEMENT Doc ID. 009548550008 Type GEN Recorded: 05/22/2019 at 08:57:58 AM Fee Amt: $42.00 Page 1 of 8 Black Hawk County Iowa SANDIE L. SMITH RECORDER Fi1e2019-0001 00017388 Phone (319) 234-5701 This Development Agreement (the "Agreement") is entered into as of k , 2019 by and between Fusion Investments LLC (the "Company") and the City of Waterloo, Iowa (the "City"). RECITALS A. City considers economic development within the City to be a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal, and the City further believes that the project is in the vital and best interests of the City and that the project and such incentives are in accordance with the public purposes and provisions of applicable State and local laws and requirements under which the project has been undertaken and is being assisted. B. Company is the owner of real property as described and set forth on Exhibit "A" attached hereto, located within the corporate limits of the City of Waterloo, Iowa (the "Property"). C. Company is willing and able to finance and construct the installation of roads, related infrastructure, and other improvements and to plat and subdivide the Property (collectively, the "Project") on the Property, which is located in the Martin Road Development Plan Area. D. In view of the Company's investment in assembling the Project and its commitment to develop the Property, the City desires to provide certain incentives to encourage the Company to facilitate timely development of the Property. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: File Number: 2019-0e3§§ (§elgi 1 8 Page 2 of g 1. Improvements by Company. Company shall construct, or cause to be constructed, all streets, sewers, utilities, and water lines on the Property (all such street and infrastructure improvements and related site preparation, including, but not limited to, necessary grading, fill, and earth work for such street improvements, are referred to as the "Street Improvements"). The Street Improvements shall be constructed in accordance with all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Company shall provide all information requested by City that is reasonably necessary to verify that the Street Improvements were properly constructed and are eligible for acceptance. In addition to construction of the Street Improvements, Company shall plat and subdivide the Property into multiple lots for development by Company or by third parties and shall act with diligence to market said lots for sale and development. 2. Timeliness. To be eligible for the incentives provided by this Agreement, Company must complete construction of all of the Street Improvements and must plat and subdivide the Property within twelve (12) months from the date of this Agreement. If all Street Improvements are not accepted by City within eighteen (18) months from the date of this Agreement, then the grant payments provided for in Section 3 shall be suspended until acceptance of the Street Improvements. 3. Grants to Company. As an inducement for Company to undertake the Project, the City agrees to make development grants to Company as follows, subject to the other terms of this Agreement: A. A semi-annual grant in an amount equal to 100% of the property taxes collected by City (excluding Non-TIF Collections as defined in paragraph 3.0 below) from land valuations on the subject properties and minimum assessment agreements for land valuation with a party making improvements on the Property (a "Developer") pursuant to a separate development agreement with City, reduced by any and all tax rebates that City is required to pay to the Developer pursuant to the terms of any development agreement with such Developer. For purposes of illustration only, if an agreement between City and a Developer provides for rebatement of 50% of qualifying property taxes for a period of five years, then Company would receive a grant equal to the remaining 50% of qualifying property taxes in each year of such period. No grant with respect to such Developer's improvements to a parcel of land for a project shall be made to Company before a property tax rebate is first paid to the Developer. At the end of the Developer's tax rebatement period, City will make a semi- annual grant to Company in an amount equal to 100% of qualifying property taxes until Company has been paid pursuant to paragraph 3.F below. For purposes of this paragraph, the term "Developer" may include Company with respect to improvements made on the Property other than the improvements that are the subject of this Agreement. B. With respect to any taxable improvements constructed on the Property that are not subject to a separate development agreement between City 2 File Number: 2019-0qp$§0Sg94 Paige 3 of d and the owner -builder thereof (referred to as "Non -Qualifying Improvements", which are further explained below), a semi-annual grant in an amount equal to 100% of the property taxes collected by City (excluding Non-TIF Collections), if not for the non -qualifying character of the improvements, starting in "Year One" and continuing thereafter until Company has been paid pursuant to paragraph 3.F below. The grant shall be determined with reference to taxes paid on the increased valuation of the subject property over the base valuation as of January 1, 2018. For purposes of illustration, a "Non -Qualifying Improvement" means, generally, an improvement of a type that is not eligible for property tax rebates or similar incentives, such as property that is or becomes exempt from taxation, or other classifications of property determined from time to time as ineligible by City policy. "Year One" shall be the first year for which the assessment is based upon the partial or completed value of the Non -Qualifying Improvements, but not a prior year for which the assessment is based solely upon the value of the land. C. Expressly excluded from the above -described grant and rebate program is any special assessment levy, debt service levy, or any other levy that is exempted from treatment as tax increment financing under the provisions of applicable law (collectively, "Non-TIF Collections"). D. Grants to Company are payable in respect of a given year only to the extent that general property taxes that are due and owing for such year have actually been paid. The City will pay grants semi-annually. The Company reserves the right to assign the semi-annual payments to a lender as an assignment of grant payments. E. In respect of any grant amount that is determined from time to time, payment shall be made within a reasonable time following the tax installment payment due date, provided that the tax installment was actually paid and Company has submitted proof of payment to City or has otherwise notified City of completed payment in a manner that is satisfactory to City. F. Notwithstanding anything to the contrary in this Section 3, City will pay to Company a minimum annual grant amount of $40,000.00, but in no event will the cumulative amount of grants payable by City to Company under this Agreement exceed $1,200,000.00. 4. Obligations Contingent. Each and every obligation of City under this Agreement is expressly made subject to and contingent upon City's completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Property and/or project area, all of which must be completed within 180 days from the date this Agreement is approved by the City council. If such completion does not occur, then this Agreement shall be deemed canceled and shall be null and void. 5. Taxable Value Targets. As an inducement to City to furnish the incentives provided for in this Agreement, Company agrees that it shall develop the 3 File Number: 2019-0WA(311$OPq94 Page 4ofa Property, or shall cause the Property to be developed, so that the following aggregate taxable values are attained for the Property as a whole: By 12/31/2021 $1,500,000 By 12/31/2023 $3,000,000 By 12/31/2024 $4, 500, 000 If the above targets are not met, then Company shall forfeit 10% of each grant payment for each semi-annual period in which the taxable value target has not been met, up to a total forfeiture of 50% of each grant payment. By way of illustration, if the taxable value of the Property, accounting for the taxable value of each project, development or separate lot within the Property, is short of an applicable target for three consecutive semi-annual periods, then 10% of the grant payment shall be forfeited for the first period, an additional 10% shall be forfeited in respect of the second period (for a total forfeiture of 20%, and an additional 10% shall be forfeited in respect of the third period (for a total forfeiture of 30%). Once a target has been met, then grant payments shall resume at full funding thereafter. The parties agree that the taxable value added by all future development projects on the Property, whether undertaken by Company or a third -party developer, will be included for purposes of determining attainment of a target. 6. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 7. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. Company is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Company is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. C. Company has full right, title, and authority to execute and perform this Agreement and to consummate all of the transactions contemplated herein, and each person who executes and delivers this Agreement and all documents to be delivered to City hereunder is and shall be authorized to do so on behalf of 4 File Number: 2019-0CPWA§12 q 4 Page 5 of 8 Company. 8. Materiality of Company's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 9. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at 13557 Sharwood Court, Dyersville, IA 52040, facsimile number , Attention: sr\ \coe-ltbr Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this section. 10. Relationship of Parties. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 11. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 5 File Number: 2019-01:1WA§13$ q0 Page 6 of 8 12. Severability. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 13. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 14. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 15. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 16. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 17. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. [signatures on next page] 6 File Number: 2019-011p4§4$ ggfp Page 7 of 8 CITY OF WATERLOO, IOWA By: Quentin Hart, Mayor Attest: fia„ Kelley FeI¢�le, City Clerk 7 FUSION INVESTMENTS LLC By: Managing Member File Number: 2019-0(11 e3$65 gg Page 8 Hof 8 EXHIBIT "A" Legal Description of Property PART OF NE FRAC 1/4 AND PART OF THE N 1/2 SE 1/4 SEC 6 T 88 R 13 COM AT THE NE COR OF THE SE 1/4 OF THE SE 1/4 OF SAID SEC TH W ALONG THE S LINE OF THE N 1/2 OF THE SE 1/4 A DIST OF 649.59' WHICH IS THE PT OF BEG TH W ALONG THE S LINE OF THE N 1/2 OF THE SE 1/4 OF SAID SEC A DIST OF 1052.14' TO A PT 119' PERPENDICULAR DIST FROM CENTERLINE OF HIGHWAY 63 TH N 35 DEG 43 MIN E ALONG THE SELY R.O.W. LINE OF HIGHWAY 63 A DIST OF 1749.83' TO A PT 119' PERPENDICULAR DIST RIGHT FROM CENTERLINE HIGHWAY 63 TH S A DIST OF 1419.57' TO THE PT OF BEG EXC THAT PART OF THE ABOVE DESC PLATTED AS SOUTH WATERLOO COMMERCIAL PARK BK Z PLAT PG 075. and PART E 1/2 SEC 6 AND SW QTR SEC 5 ALL IN T 88 R 13 DESC AS FOL: BEG AT SE COR NE SE SAID SEC 6 TH W 649.59 FT ALONG S LINE SAID NE SE TH N 1419.57 FT M/L TO SELY ROW LINE US HWY 63 TH N 35 DEG 43 MIN 00 SEC E ALONG SAID ROW LINE 391.73 FT TH E 454.37 FT TO E LINE NE QTR SAID SEC 6 TH S 417.86 FT TO NE COR SE QTR SAID SEC 6 TH S 1130.49 FT ALONG E LINE SE QTR SAID SEC 6 TO PROPERTY AGREEMENT LINE WHICH IS RECORDED IN BK 268 MISC P 134 TH E ALONG SAID AGREEMENT LINE TO NWLY ROW LINE W FOURTH ST TH SWLY 231.58 FT ALONG SAID ROW LINE TO E LINE SAID SE QTR TH S 38.23 FT TO PT OF BEG EXC THAT PART OF THE ABOVE DESC PLATTED AS SOUTH WATERLOO COMMERCIAL PARK BK Z PLAT PG 075 EXC PARCEL C IN SURVEY 2012 017524 DESC AS FOL BEG SE COR NE TH S 89 DEG 24 MIN 43 SEC W 200 FT TH N 410 FT TH N 89 DEG 25 MIN 08 SEC E 200 FT TH S 217.47 FT TH N 89 DEG 40 MIN 11 SEC E 172.73 FT TH S 47 DEG 53 MIN 24 SEC W 231.43 FT TH S 38.32 FT TO PT OF BEG. **Note: All of the above -described property will be platted by Company as "Cedar Valley Crossing." File Number: 2019-000gREiftqffq0 J:\5710\dwg\Survey\5710 PP.dwg - Prelim Plat 2 - 07-17-18 - 4:33pm - sjc325 ZONE AE EX. 48" RCP FL: 857.62 FOUND CONC. MON. W/12' IRON PIPE ELEC PED EX SAN MH RIM: 860.47 FL: 850.57 (SW) FL: 850.45 (NE) EX. 48" RCP - FL: 857.92 /1 EX. RCP FL: 858.25 ZONEX - 222.31' // SOUTH WATER 180.42' / PRELIMINARY PLAT CEDAR VALLEY CROSSING WATERLOO, IOWA FOUND CONC. MON. W/1/2' IRON PIPE EX. 24" RCP FL: 862.40 EX. INTAKE FIG: 865.01 EX. INTAKE F/G: 864.97 FOUND Y2' IRON PIPE W/ YELLOW PLASTIC CAP NO. 8033 WESTER OST CORNER LOT 4 0 COMMERCIAL PARK FOUND Y2' REBAR W/ YELLOW PLASTIC CAP NO. 8033 EX SAN MCI' RIM: 80.63 /// // $T P'46.:"...1•W MI IA !On i milmr1 Mindiriarirtral ��,► :�- 9_yr889°44'06 E-421 �08 •�-W � _r,'�i S89°44'O6"E • `lam 11 =�r •l M ��/�� Q. / O °V ` \14 Iv^,t t L\ \ I moo �� ; /�� Lii, .------- ..---- / r i 0% j it Z N DRAINA E EASES ENT 1051.55' (1052.14') l \ /---S89°44'26"E (S89°55VV)- f� / I --- N�L�TT D� \ \ \ °� I I \ PART O�SE i4 OF SSE % SEC, T88N, 3W\ \ \ / / J I I \ CATHOLIC CAA 1 ZDNIN ,OF WATE(iLO r & > \�0\ \ \\� \\ \ r \\ „\ \ GRAPHIC SCALE -- 0 100' 200' 300' NO. REVISION BY DATE NO. REVISION BY DATE CGA lP OF BEGINNING - N89°44'06"W 188.50' 449.55'-- J--r- S89°43'37"E (S89°55'10"W)--- ( \FO D %' REBAR I1 200.01' (200.00') N89°46'09"W A (N89°25'08"E) RETAINING WALL PARCEL"C" DOC. NO. 2012-17524 R-4 ZONING ELEC MH S89°45'28"E (S89°2443"W) 199.90' (200.00') FOUND 1/2' IRON PIPE W/ RED PLASTIC CAP NO. 16775 FOUND 12' REBAR EAST 14 CORNER SEC. 6, T88N, R13W UNPLATTED PARCEL "E" DOC. NO. 2002-029408 PREMIER WATERLOO IA, LLC R-4 ZONING UNPLATTED PT. OF N % OF SWY4 SEC. 5, T88N, R13W WALLACE INVESTMENT GROUP LLC R-4 ZONING WEST HILLS CONDOS DOC. NO. 2007-16986 R-4 ZONING FOUND % REBAR NE CORNER SE Y4 - SY4 SEC. 6, T88N, R13W TYPICAL BUILDING SETBACKS: ZONING M-1 M-1(HOTEL/MOTEL) FRONT YARD = 25 FT. =20 FT. REAR YARD = 25 FT =20 FT. SIDE YARD = 10 FT.(*) =10 FT.(*) *LOTS MAY BE SPLIT OR DIVIDED TO PROVIDE FOR MORE LOT AREA BY BEING ADDED TO AN ADJOINING LOT. SIDE YARD SETBACKS SHALL BE BASED ON OWNERSHIP/PROPERTY LINES RATHER THAN PLATTED LOT LINES. Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultants.com DESIGNED: DRAWN: SJC CHECKED: ALM DATE• DATE. 7/17/2018 DATE• 7/17/2018 APPROVED: DATE. CEDAR VALLEY CROSSING WATERLOO, IOWA PRELIMINARY PLAT PROJECT NO. 5710 SHEET NO. 20F3 Page 107 of 191 CITY OF WATERLOO Council Communication Resolution approving Supplemental Agreement No. 12, to a Professional Services Agreement originally executed April 3, 2006, with AECOM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $187,350, in conjunction with the US Highway 63 Improvements from Jefferson Street to Donald Street, and authorizing the Mayor to execute said document. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/22/2020 - 11:18 AM Clerk Office Even, LeAnn Approved 4/22/2020 - 11:28 AM ATTACHMENTS: Description Type o Hwy 63_SuppAgreement No 12_AECOM Cover Memo SUBJECT: Resolution approving Supplemental Agreement No. 12, to a Professional Services Agreement originally executed April 3, 2006, with AECOM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $187,350, in conjunction with the US Highway 63 Improvements from Jefferson Street to Donald Street, and authorizing the Mayor to execute said document. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Summary Statement: See attached agreement for scope of services Expenditure Required: not to exceed $187,350.00 Source of Funds: grant funding GO Bonds Background Information: Enhancement design on Highway 63 from Highway 218 to Newell Street Page 108 of 191 AECOM AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com U.S. HIGHWAY 63 IMPROVEMENTS JEFFERSON STREET TO DONALD STREET ADDITIONAL DESIGN SERVICES WATERLOO, IOWA SUPPLEMENTAL AGREEMENT NO. 12 WHEREAS, a Professional Services Agreement was entered into by the City of Waterloo, Iowa ("City"), and AECOM Technical Services, Inc., formerly Earth Tech, Inc. ("Consultant"), of Waterloo, Iowa, dated April 3, 2006, for the alternative evaluation, traffic analysis, environmental documentation, preliminary design, final design and construction review for improvements on U.S. Highway 63 between the U.S. 218 Interchange and Donald Street in Waterloo, Iowa; and WHEREAS, Preliminary Engineering (NHSX-63-6(69)--3H-07) was defined and authorized in said agreement dated April 3, 2006; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 1 dated July 27, 2007, for engineering services during the construction phase of the U.S. Highway 63 — Westfield Avenue Connection Project; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 2 dated December 14, 2007, to increase the Estimated Actual Costs for Task 15 — Management of Contaminated Subsurface Soil provided by Weston Solutions, Inc., due to delay in construction progress related to inclement weather conditions and management/disposal for excess spoil; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 3 dated August 19, 2010, to include the final design of a 4-lane highway between Newell Street and Donald Street in Waterloo, Iowa, in accordance with the Preliminary Plans completed in November 2009; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 4 dated December 3, 2010, to remove the water main design from the Scope of Services; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 5 dated July 25, 2011, to include final design assistance to the Iowa DOT for U.S. 63 improvements between Franklin Street and Newell Street in Waterloo, Iowa; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 6 dated July 25, 2011, to amend the previous agreements to segregate the sanitary sewer design compensation from the Federal -Aid compensation in Supplemental Agreement No. 3 and to include additional design activities related to Supplemental Agreement No. 3; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 7 dated May 24, 2012, to amend the previous agreements to revise, repackage and split the project into two construction contracts; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 8 dated November 14, 2012, to amend the previous agreements to make various revisions to the design, add an evaluation of construction period, and combine the plans into a single construction contract; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 9 dated February 21, 2013, to amend the previous agreements to include on -call services during the bidding and construction phases of the project between Newell Street and Donald Street; and Page 109 of 191 AECOM Page 2 WHEREAS, the City and Consultant entered into Supplemental Agreement No. 10 dated August 21, 2014, to include additional on -call services during the construction phase of the project between Newell Street and Donald Street; and WHEREAS, the City and Consultant entered into Supplemental Agreement No. 11, dated February 12, 2015, to include additional services requested by the City for final design of roadway lighting, enhancements and sanitary sewer between Jefferson Street and Newell Street; and WHEREAS, the City and Consultant desire to amend the previous agreements to include additional services requested by the City for final design of additional enhancements. NOW THEREFORE, it is mutually agreed to amend the original Professional Services Agreement as follows: PROJECT DESCRIPTION The project consists of U.S. 63 improvements between Jefferson Street and Donald Street in Waterloo, Iowa. The final construction plans for the roadway improvements were completed as part of the "Final Design" services for the project and by the Iowa Department of Transportation. II. SCOPE OF SERVICES The Scope of Services for this agreement includes additional services requested by the City, including: • Final design of roadway enhancements and streetscaping items between Jefferson Street and Newell Street • Additional final design activities for recreational trail between Parker and Newell Streets • Additional enhancement design to the U.S. 63 bridge over the Canadian National Railroad • Final design of enhancements under the U.S. 218 Bridge between Washington Street and Jefferson Street. These services will include production of construction documents for the current enhancement project. The project will be let as one project incorporating proposed enhancements along U.S. 63 from near U.S. Highway 218 to Parker Street. The following tasks are included in this scope. Enhancement Design and Plan Preparation Task 1 - Roadway Streetscapinq. This task includes final design of streetscaping elements between Jefferson Street and Newell Street. It is anticipated that the landscaping concept will be similar to the design which was developed for the north segment between Newell Street and Donald Street, consisting of roadside trees and plantings, plus a minimum amount of other streetscape elements, such as decorative pavement, brick pavers, retaining walls, additional lighting, road -side furniture and other amenities. A portion of this work will be completed by RKLA, with assistance and coordination completed by AECOM. Task 2 - Recreational Trail Design. This task includes additional final design of a recreational trail connection along U.S. Highway 63 between Parker Street and Newell Street. It is anticipated this trail will require additional temporary easements for construction along U.S. Highway 63 right-of-way. This task includes preparation of right-of-way documents for temporary easements. Right-of-way documents for fee title acquisitions are not included. This task also includes design of retaining walls along the trail in areas of limited right-of-way. Page 110 of 191 AECOM Page 3 Task 3 - Roadway Streetscaping Under U.S. 218 Bridges. This task includes topographical survey, preliminary and final design of streetscaping and aesthetic elements between Washington Street and Jefferson Street. It is anticipated that the streetscaping concept will be similar to the conceptual design prepared for the project, and will be consistent with the U.S. 63 plans between Jefferson Street and Commercial Street, consisting of roadside trees and plantings, plus other streetscape elements, such as decorative pavement, brick pavers, retaining walls, additional lighting, road -side furniture and other amenities. A portion of this work will be completed by RKLA, with assistance and coordination completed by AECOM. Task 4 - Plan Preparation. The final plans developed under the previous tasks will be assembled into a stand-alone project suitable for an Iowa DOT letting. U.S. 63 Enhancements North of the Cedar River • Limestone Columns at Bridge • Neighborhood Monuments • Enhancements at Railroad Overpass (banners, trees, etc.) • Recreational Trail between Newell and Parker • Retaining Wall along Recreational Trail between Newell and Parker U.S. 63 Enhancements South of the Cedar River • Enhancements under US 218 Overpass • Enhancements between one-way couplets on Jefferson and Commercial Streets The project is currently scheduled for a December 2020 letting. Construction -Review Services The scope of construction -review services is not included in this agreement but will be determined at the time the services are needed and defined under a future amendment. Construction -review services include construction staking, on -site field review, materials testing and contract administration during construction. III. TIME OF BEGINNING AND COMPLETION Consultant shall not begin work under this agreement until so directed in writing by the City and they have received a copy of an executed agreement and a copy of the FHWA authorization. IV. COMPENSATION The Consultant shall be reimbursed for the actual costs incurred in accordance with Article 3 of the original Agreement. The Estimated Actual Costs, Fixed Fee, Contingency and Maximum Amount Payable for this supplemental agreement, as stated below and as shown in Attachment A are integrated with Supplemental Agreement No. 11. SA 11 SA 12 Total Division I Division I Division I Estimated Actual Costs $194,350.00 $174,150.00 $368,500.00 Fixed Fee 12,850.00 13,200.00 26,050.00 Contingency 10,000.00 0.00 10,000.00 Maximum Amount Payable $217,200.00 $187,350.00 $404,550.00 Page 111 of 191 AECOM Page 4 SA 11 SA 12 Total Division II Division II Division II Estimated Actual Costs $24,200.00 $0.00 $24,200.00 Fixed Fee 3,000.00 0.00 3,000.00 Contingency 0.00 0.00 0.00 Maximum Amount Payable $27,200.00 $0.00 $27,200.00 V. In all other aspects, the obligations of the City and Consultant shall remain as specified in the Professional Services Agreement dated April 3, 2006, and subsequent amendments. IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 12 as of the dates shown below: AECOM TECHNICAL SERVICES, INC. By Date Douglas W. Schindel, P.E. Iowa Operations Manager CITY OF WATERLOO, IOWA By Date Quentin Hart Mayor IOWA DEPARTMENT OF TRANSPORTATION ACCEPTED FOR AUTHORIZATION By Date Robert Welper, P.E. District Materials Engineer District 2 O:\Administration\AGREE\SUPPLE\SA12 Wat Hwy 63 Impr.doc Page 112 of 191 Attachment A U.S. Highway 63 Improvements City of Waterloo, Iowa Jefferson Street to Newell Additional Design COST ANALYSIS I. Direct Labor Cost (AECOM Technical Services) Category Hours Rate/Hour Amount 1.1 Senior Professional 4 $93.13 $372.52 2.2 Project Professional 188 $69.07 $12,985.16 3.3 Staff Professional 220 $53.82 $11,840.40 4.4 Professional 260 $28.62 $7,441.20 5.1 CADD Operator II 80 $41.80 $3,344.00 6.1 CADD Operator I 160 $30.41 $4,865.60 7.2 Senior Technician 9 $40.77 $366.93 8.2 Technician 9 $31.50 $283.50 9.2 Project Support 70 $33.08 $2,315.60 $43,814.91 1000 II. Payroll Burden and Overhead Provisional Costs 131.94% $57,809.39 III. Direct Project Expenses Category Units Rate/Unit Amount Mileage 100 0.575 57.50 Per Diem 0 50.00 0.00 Lodging 0 90.00 0.00 B/W Copies 5000 0.06 300.00 Color Copies 5000 0.22 1,100.00 EDM Equipment 0 12.50 0.00 GPS Equipment 0 25.00 0.00 Miscellaneous, Other 1,500.00 IV. AECOM Estimated Actual Costs Rounded V. Subcontract Expense RKLA $69,550.00 $2,957.50 $104,581.80 $104,600.00 $69,550.00 VI. Estimated Actual Costs $174,150.00 VII. Fixed Fee $13,200.00 VIII. Contingency (0%) IX. Maximum Amount Payable $187,350.00 Page 113 of 191 Attachment A U.S. Highway 63 Improvements City of Waterloo, Iowa Jefferson Street to Newell Additional Design Staff Hour Estimate Description of Work Senior Prof Project Prof Staff Prof Prof CADD Op II CADD Op I Senior Technician Technician Project Support Total Enhancement Desi • n 48 28 40 40 9 9 174 1 Roadway Streetscaping 2 Recreational Trail Design 48 72 60 40 220 3 Roadway Streetscaping under US 218 Bridge 48 28 60 20 20 176 4 Plan Preparation 40 92 100 60 60 40 392 5 Project Administration 4 4 30 38 TOTAL HOURS 4 188 220 260 80 160 9 9 70 1,000 Page 114 of 191 Attachment A U.S. Highway 63 Improvements City of Waterloo, Iowa Jefferson Street to Newell Additional Design Ritland+Kuiper Landscape Architects (RKLA) Staff Hour Estimate and Costs Description of Work Sr LA 1 Sr. LA 2 LA 1 Total Task No. 1 Enhancement Final Plans - Jefferson to Franklin / Franklin to Newell 4 284 56 344 3 Enhancement Final Plans - US218 / Washington to Jefferson 0 78 64 142 TOTAL HOURS 4 362 120 486 Hourly Rate Direct Labor Amount Total Direct Labor Estimated Expenses Invision Architecture (Enhancement Feature Design) Estimated Actual Costs Contingency Maximum Amount Payable $125.00 $500.00 $14,800 00 $125.00 $45,250.00 $75.00 $9,000.00 $54,750.00 $14,800.00 $69,550.00 $0.00 $69,550.00 Page 115 of 191 CITY OF WATERLOO Council Communication Resolution approving a 404 Clean Water Permit, in an amount not to exceed $120,000, in conjunction with the proposed Con-Trol Site, and authorizing the Mayor to execute said document. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/22/2020 - 11:19 AM Clerk Office Even, LeAnn Approved 4/22/2020 - 11:30 AM ATTACHMENTS: Description Type ❑ 404 Clean Water Permit Cover Memo SUBJECT: Submitted by: Recommended Action: Source of Funds: Resolution approving a 404 Clean Water Permit, in an amount not to exceed $120,000, in conjunction with the proposed Con-Trol Site, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, PE, City Engineer Northeast Industrial Park TIFF Page 116 of 191 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, ROCK ISLAND DISTRICT PO BOX 2004 CLOCK TOWER BUILDING ROCK ISLAND, ILLINOIS 61204-2004 REPLY TO ATTENTION OF April 9, 2020 Operations Division SUBJECT: CEMVR-OD-P-2019-926 Mr. Jamie Knutson City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Dear Knutson: Enclosed is a Department of the Army permit (in duplicate) which will authorize the After the Fact work in conjunction with the site preparation and grading for a commercial development in Section 20, Township 89 North, Range 12 West, Black Hawk County, Iowa. If the permit is acceptable to you, please sign and date both copies of the permit (page 4). Return both copies of the permit to this office at the following address, at the following address: District Engineer US Army Corps of Engineers, Rock Island District ATTN: Regulatory Branch Clock Tower Building Post Office Box 2004 Rock Island, Illinois 61204-2004 The permit will become effective when signed by an authorized representative of this office. A copy of the signed permit will be returned to you for your files. If you do not accept the terms and conditions of this initial proffered permit, you may decline and request that this initial proffered permit be modified by following procedures outlined in Section 1.A. of the attached Notification of Appeals Process. If you decline, however, you are not authorized to commence work until you receive the appropriate Department of the Army authorization. Your request must be received by the Rock Island District Engineer at the above address by June 9, 2020. Should you have any questions, please contact our Regulatory Branch by letter, or telephone me at 309-794-5859. Sincerely, Diguai y sfgnca by FROHLICH-ALBERTJ.1230323O77 FHOHuaALe&4u.1230323071 Date. 202u.04,10 1150.49-05.00' Albert J. Frohlich Project Manager, Iowa Section Regulatory Branch Page 117 of 191 Page 118 of 191 AFTER THE FACT DEPARTMENT OF THE ARMY PERMIT Permit Number: CEMVR-OD-P-2019-926 Section 404 Permittee: City Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Effective Date: Expiration Date: 31 December 2023 POC: Jamie Knutson Tel: 319-291-4312 Issuing Office: U.S. Army Corps of Engineers, Rock Island District Clock Tower Building - P.O. Box 2004 Rock Island, Illinois 61204-2004 NOTE: The term "you" and its derivatives, as used in this permit, means the perrnittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: The Permittee has completed grading and filling for the mass grading of a 28- acre site to be used for commercial development. The site is located between Martin Luther King Drive and Newell Street within the City of Waterloo, Iowa. In addition to the grading for a warehouse, the overall project includes the following; the installation of water and sewer lines, access roads, parking areas, outdoor trailer storage, two dry detention basins, and Newell Street will be widened to accommodate the additional traffic. On the west side of the parcel, a ditch was excavated to convey water from an existing wetland and spring to the south. The ditch was constructed through a portion of an upland buffer that was part of a wetland mitigation site for CEMVR-RD-353690-1. The ditch will be filled in at the boundary of the upland buffer and the permit area for this action and water will be allowed to sheet flow across the area preserved for 353690-1. Impacts from this project resulted from the placement of fill into wetlands at some time in 2017 and 2018. Three wetlands, Wetland B, C and D, were filled without a DA Permit. This impact resulted in 2.02 acres of impact. Of the 2.02 acres, a portion of wetland B will be restored. The result is 1.88 acres of fill. In addition to this, Newell Street will be widened to accommodate the increased truck traffic using the new facility. Approximately 0.32 acres of wetland will be impacted by this action. Overall, this project will result in the loss of 2.2 acres of emergent wetland. To compensate for these impacts, the Applicant will purchase wetland credits from an approved wetland mitigation bank. Project Location: Wetlands located on a 28-acre parcel of property in Section 20, Township 89 North, Range 12 West. The parcel of property is located between Martin Luther King Jr. Drive and Newell Street within the City of Waterloo, Black Hawk County, Iowa. UTM NAD-83 Zone 15, Latitude 42.511538, Longitude -92.295225. i Page 119 of 191 Drawing(s) No. CEMVR-OD-P-2019-926 Sheet 1 of 4 Sheet 2 of 4 — Sheet 3 of 4 — Sheet 4 of 4 - Conditions: General Conditions: — Project Location Wetland Impacts/Layout Grading and Site Plan and Ditch Newell Street Widening Permit 1. The time limit for completing the work authorized ends on the date specified on page 1. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before that date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party, in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archaeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: 1. The Permittee shall provide the Corps of Engineers and Iowa Department of Natural Resources Proof of Purchase from an Approved Wetland Mitigation Bank within 30 days of the issuance date of this permit for the purchased 2.20 acres of emergent wetland mitigation credit. 2. The conditions listed in the Iowa Department of Natural Resources Water Quality Certification dated February 10, 2019, No. 19-I-013-12-05-S are considered special conditions of the DA Permit. 3. Wetlands that have been identified as being avoided, shall be fenced off and protected during construction. The remaining acreage of Wetland B shall not be graded or used as a storm water detention basin without prior approval from the Corps. 2 Page 120 of 191 4. The Permittee shall fill the ditch that extended across the upland buffer which was part of CEMVR-RD-353690-1. Water will be allowed to sheet flow across the upland buffer and the boundary of this buffer shall be clearly marked upon completion of the restoration of this site. 5. Future work within the permit area shall be coordinated with this office for impacts to wetlands. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: ( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: 3 Page 121 of 191 a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition l establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. Permittee Date This issuing officer for this permit is Steven M. Sattinger, Colonel, U.S. Army, District Engineer, Rock Island District. This permit becomes effective when the Federal official, designated to act for the Secretary of the Ainly, and in accordance with CEMVR-OD-P appointment order 25 July, 2016 has signed below. Albert Frohlich Date When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. Transferee Date 4 Page 122 of 191 • • 1 1 1 1 1 1_ II Y. FF 4 wC ! n111 r :•R, 9l • 0151 4 AOWE Z! I.`' R.+ Peprilffi liy l Fri SWM VICINITY MAP {h11111 M )1 W4111.1 Si Yl G Ylt 9l T.rT IN.' 113 W1.a ♦,1 � 0 LOCATION MAP Approximate Proposed Project Location Approximate Proposed Project Location 61414.6 2019-926 Project Location 1 of 4 Designed by: LRS Scale: ntto scale FIGURE 1: SITE LOCATION & VICINITY MAPS NORTHChecked MMS CONSULTANTS, INC. IOWA CITY, IOWA 52240 (319) 351-8282 — www.mtnsconsultants.net M Drawn by: LRS Date: 09/06/19 LOT 1, NORTHEAST INDUSTRIAL PARK WATERLOO, BLACK HAWK COUNTY IOWA NW'/1, NW114, SEC20-T89N-R12W Maps source: Iowa Geographic Map Server by: LRS Project No:: I(; 10645.003 Page 123 of 191 WEflAND B 0,65 ACRES r�r PROJECT BOUNDARY rx�a �nc.,Fxw,a USACE DELINEATED WETLAND 2.02 ACRES TERRACON DELINEATED WETLAND 0.14 ACRES MMS DELINEATED WETLAND 0.016 ACRES FL0ODWWYA RODU\\ • e Oaternai ` un�a w.ieam •` fEff[EE1 /vim LOT 2 LOT 3 �'1 s1 . 'A-. 1 t' •t 'll, 1 1 ' {f _Al,I •\1 2019-926 Proposal Layout/Wetland Impacts 2of4 JR. MMS DELINEATED DITCH 0.32 ACRES MMS DELINEATED STREAM 293 LINEAR FEET MMS DELINEATED DRAINAGE WAY o 25 125 250 92 LINEAR FEET GRAPHIC SCALE IN FEET 1"=250' Designed by. I _ LRS Drown by. LRS Scale: 1 "=250` Date: 09/0912019 Checked by. LRS Protect No: IC 10645-003 FIGURE 2: PROJECT PLAN VIEW L_C1=)T -1 NORTHEAST INDUSTRIAL PARK - PLAT NO. 4 WATERLOO BLACK HAWK COUNTY, IOWA MMS CDNSULTANTS.1NC. IOWA CITY, IOWA 52240 (319) 351-8252 www.mmsconsultanls net alb Freed Book No: FIELDSOOK Date f Revision Page 124 of 191 SITE PLAN CON-TROL, WATERLOO, IA LOT 1, NORTHEAST INDUSTRIAL PARK PLAT NO.4 WATERLOO, BLACK HAWK COUNTY, FOWA GIKESIBESI • • •• v-7L.i Fs.'r.• 10WAIM :yam Y ONECALL- 'r Mom,...... rFiflt' •� i �.trte�e=asses 2019-926 Grading and Site Plan 3 of 4 Y J 1.24.0717. coN-7ROL FOLI C4.0 Page 125 of 191 EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT _ ,�-_��.,-. — _4 ` - - -ri}1 s31 .rfl. -r,1.:1i;.:1e 11 \.-- - t i,--I,1 iti III lilt -, Ili — 1111 ilk 1111 /' II \• r ` - 111i III —�11 1! /i/�111 i r 1 1111 / 1111 111 �114i' ]l 411i [-:-...,,,,,III 1111 - \ till \.}1 It 1 111, 1i41 h, 11�1, • i ifil WETLA -KEY EMERGENT WETLAND STREAM (0.016 ACRES) (293 LINEAR FEE EN DITCH (0,32 ACRES) DRAINAGE WAY (92 LINEAR FEET) DITCH IMPACT (0.29 ACRES) 2019-926 Newell Street Widening 4 of 4 0 15 75 15° GRAPHIC SCALE IN FEET 1"=159' 11,5111A f' ITV !NAM SMA/t 0 0 w z I — Page 126 of 191 IOWA DEPARTMENT OF NATURAL RESOURCES GOVERNOR KIM REYNOLDS LT. GOVERNOR ADAM GREGG ❑IRECTOR KAYLALYON February 10, 2020 MR JAMIE KNUTSON CITY OF WATERLOO 715 MULBERRY ST WATERLOO IA 50703 Dear Mr. Knutson: After reviewing your request for State 401 Water Quality Certification (Certification), the Iowa Department of Natural Resources has issued the enclosed Certification. Please read the attached conditions carefully before beginning work on the project. A copy of this Certification has been forwarded to the office of the Army Corps of Engineers as indicated below. If you have any questions or comments about the certification or any conditions contained therein, please contact me at the address shown below or call (515) 725-8399, Sincerely, Christine M. Schwake Environmental Specialist cc: Mr. Al Frohlich, Department of the Army Corps of Engineers, Rock Island District (email) Phone: 515-725-8200 502 E 911{ST, DE5 MOINES IA 50319 www,IowaDNR.Rov Fax: 515-725-8202 Page 127 of 191 Certification issued to: IOWA DEPARTMENT OF NATURAL RESOURCES SECTION 401 WATER QUALITY CERTIFICATION City of Waterloo 715 Mulberry Street Waterloo, IA 50703 Effective: February 10, 2020 Project certified: US Army Corps of Engineers, No, CEMVR-OD-P-2019-0926 State 401 Water Quality Certification, No. 19-1-013-12-05-S Project Description: The City of Waterloo seeks an After the Fact (ATF) Standard Individual Permit for the mass grading of a 28-acre site to be used for commercial development in S20, T89N, R12W, in Black Hawk County. (The site is located between Martin Luther King Drive and Newell Street within the City of Waterloo). In addition to the grading, the overall project includes the following; the installation of water and sewer lines, access roads, parking areas, outdoor trailer storage, storm water management facilities and Newell Street will be widened to accommodate the additional traffic expected, On the west side of the parcel, a ditch was excavated to convey water from an existing wetland and spring to the south. The ditch was constructed through a wetland mitigation site and will be re -graded Into a shallow swale to convey water from the existing wetland and spring to the south. Water will also be conveyed from the existing wetland along Newell Street into the roadside ditch that will discharge Into Blowers Creek to the east. Impacts from this project resulted from the placement of fill into wetlands. This occurred prior to the issuance of a Department of the Army Section 404 Permit. Impacts totaling 2.20 acres occurred without a permit. To compensate for these impacts, the Applicant will purchase wetland credits from an approved wetland mitigation bank at a 1:1 ratio. Water quality use designation: All surface waters in Iowa are classified for the following general uses: livestock & wildlife watering, noncontact recreation, crop irrigation, and industrial, agricultural, domestic, and other incidental withdrawal uses. The Iowa Department of Natural Resources (Iowa DNR) has issued this State 401 Water Quality Certification (Certification) pursuant to Section 401 of the Clean Water Act (33 U.S.C. 1341). The Army Corps of Engineers (Corps) requires state Certification before a Section 404 permit can be Issued. Section 401 Certification represents the Iowa DNR's concurrence that the project certified Is consistent with the Water Quality Standards of the state of Iowa as set forth in Chapter 61, Iowa Administrative Code (567 IAC 61). Subject to the attached conditions, Incorporated by reference herein, the Iowa DNR has determined that there is reasonable assurance the proposed activities will be conducted In a manner that will not violate water quality standards of the state of Iowa (567 IAC 61,2(2) and 567 IAC 61.3(2)). Prepared By: > �C� fil,..C.44..),14*-__Date Executed: February 10, 2020 Christine M. Schwake, Iowa DNR, 502 East 9T" Street, Des Moines, IA 50319-0034 (515) 725-8399 Page 128 of 191 GENERAL CONDITIONS 1. During construction and upon completion of the project, actions must be taken to prevent pollution affecting public health, fish, shellfish, wildlife, and recreation due to turbidity, pH, nutrients, suspended solids, floating debris, visible oil and grease, or other pollutants entering waters of the state; 2. Equipment used In waters of the state shall be cleaned of all hazardous materials, pesticides, fuels, lubricants, oils, hydraulic fluids, or other construction -related, potentially hazardous, substances before arriving on site. Wash water shall not be discharged into a water of the state; 3. All cleared vegetative material shall be properly managed in such a manner that it cannot enter a water of the state and cause a violation of water quality standards; 4. All construction debris shall be properly managed in such a manner that it cannot enter a water of the state; S. Erosion shall be managed so that sediment is not discharged to a water of the state In a manner that causes a violation of water quality standards; 6. Riprap, if used, shall consist of clean material free of coatings of potentially hazardous substances. No asphalt or petroleum -based material shall be used as or included in riprap material placed in any water of the state or within the high-water table; RECOM MENDATIONS 1. Prior to construction, the permittee is responsible for securing and for compliance with such other permits or approvals as may be required by the Iowa DNR, federal, state, or local governmental agencies for the project activities described. 2. You are responsible for ensuring that whoever performs, supervises, or oversees any portion of the physical work associated with the construction of this project has a copy of, is familiar with, and complies with all the terms and conditions of this Section 401 Water Quality Certificate as well as the associated Section 404 Permit. Page 129 of 191 Page 130 of 191 .:NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST'FOR .APPEAL Applicant: City of Waterloo 1 File No.: 2019-926 Date: 4/9/2020 Attached is: See Section below X INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I The follov+ing identifies your rights and options regarding an adiniinistrative appeal of the above information may be found athttp //usace army:n illinet/fiutctions/cvdeee +o/reg or Corps regulations at 33 .CERPart decision :'Additional 331 A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. if you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. Page 131 of 191 Page 132 of 191 SECTION II - REQUEST FOR APPEAL or,OBJECTIONS TO AN INITIAL PROFFERED PERMIT ..:' REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION If you have questions regarding this decision and/or the appeal process you may contact: Albert J. Frohlich USACE — Rock Island District — Regulatory Branch P.O. Box 2004 Rock Island, IL 61204 309-794-5859 If you only have questions regarding the appeal process you may also contact the Division Engineer through: Administrative Appeals Review Officer US Army Engineer Division, Mississippi Valley ATTN: CEMVD-PD-OD P. O. Box 80 Vicksburg, MS 39181-0080 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. Page 133 of 191 Page 134 of 191 CITY OF WATERLOO Council Communication Resolution approving a contract with Clean Harbors Environmental Services, Inc., in the amount of $7,584.16, for the removal of environmental concerns from 120 Center Street, and authorizing the Mayor and City Clerk to execute said documents. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Planning & Zoning Felchle, Kelley ATTACHMENTS: Description o Contract bid o Specifications for bidding SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Alternative: Background Information: Action Approved Type Cover Memo Cover Memo Date 4/22/2020 - 4:08 P M Resolution approving a contract with Clean Harbors Environmental Services, Inc., in the amount of $7,584.16, for the removal of environmental concerns from 120 Center Street, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning & Development Director Approve contract The City of Waterloo acquired 120 Center Street through a 657A action to remove the blighted building, clean up environmental concerns from the area, and move towards redevelopment of the site. This is a first step in cleaning up the site, then we will move to asbestos testing, removal, demolition, and work with B & B Lawn Care for another expansion of their abutting business site. $7,584.16 City bond or TIF funds Redevelopment of older industrial buildings and blight elimination Not approve The City has worked with B & B Lawn Care for new construction back in 2013 and 2016 - the last being a 7,280 sq. ft. expansion to their campus of buildings. They would like to continue their investment and expansion in this area, and the demolition of this building will help in that matter. This site is now highly visible for the newly constructed Highway 63 Page 135 of 191 overpass over the railroad, so it would be a good visual impact for new construction in this area of the community. Page 136 of 191 Clean Harbors Environmental Services, Inc. 1537 Vermont Street Des Moines, IA 50314 www.cleanharbors.com April 8, 2020 Attn: Mr. Noel Anderson City of Waterloo 120 Center Street Waterloo, IA 50703 Quote #3460426, City of Waterloo, Waterloo, IA Dear Mr. Noel Anderson: Thank you for considering Clean Harbors Environmental Services, Inc. (Clean Harbors) for your waste management needs. We are pleased to provide you with pricing for the following waste streams. This quotation is based upon the information that you have provided. We offer our clients a broad spectrum of environmental services and the ability to dispose of hazardous material at or through a Clean Harbors' owned and operated facility. In addition to managing your waste streams, a Clean Harbors' professional can assist you with: • Waste Transportation & Disposal • Laboratory Chemical Packing • Field Services • 24-Hour Environmental Emergency Response • Industrial Services • InSite Services Clean Harbors has the appropriate permits and licenses for the acceptance and disposal of the waste streams identified within this quotation. I look forward to servicing your environmental needs. When you are ready to place an order, please contact our Customer Service group at 800.444.4244. If you have any questions or need further assistance, you may reach me at the number below. zs "People and Technology Creating a Safer, Cleaner Environment" Page 137 of 191 leanFir'e April 8, 2020 Clean Harbors Quote #3460426 Sincerely, Kennie Ncholson Clean Harbors Account Manager Technical Services nicholson.kenneth@cleanharbors.com 563.529.0104 Page 2 of 7 0 People and Technology Creating a Safer, Cleaner Environment" Page 138 of 191 IeanHarbor April 8, 2020 Clean Harbors Quote #3460426 DISPOSAL Page 3 of 7 Profile/ Waste Code Waste Description Qty UOM Price Total CCRK SOLIDS FOR INCINERATION 1 55 gallon drum $361.00 $361.00 CNO NON HAZARDOUS SOLID 5 55 gallon drum $78.00 $390.00 CNOS NON HAZARDOUS SEMI -SOLIDS 3 55 gallon drum $109.00 $327.00 D23 EMPTY DRUMS 20 55 gallon drum $33.00 $660.00 FB1 LIQUID FOR FUEL 7 55 gallon drum $56.00 $392.00 Total $2,130.00 Surcharges (if applicable) Description Rate UOM Lower Upper Limit Limit Range UOM Waste Code CCRK: CCRK Weight surcharge $3.00 Pounds $2.00 Pounds $1.00 Pounds LABOR, EQUIPMENT, AND MATERIALS 502.10 501.10 500.00 503.00 Pounds 502.00 Pounds 501.00 Pounds Amount Description Qty UOM Days Price Total 16 85 G / 320 L Steel Drum, Reconded 1A2/X400/S (Overpack) 1 each n/a $208.00 $3,328.00 Total $3,328.00 TRANSPORTATION Dispatch Location Qty Price UOM Total Des Moines, IA Hub Minimum charge $353.00 per trip. 36 $35.00 container A demurrage charge of $107.00 per hour will apply as follows: Number of Allowable Containers Loading Time 1 to 10 11 to 15 16to25 26 to 35 36 to 40 41 to 45 46 to 50 0.5 hour(s) 0.75 hour(s) 1 hour(s) 1.25 hour(s) 1.5 hour(s) 1.5 hour(s) 1.75 hour(s) *$1,260.00 0 People and Technology Creating a Safer, Cleaner Environment" Page 139 of 191 IeanHarbor April 8, 2020 Page 4 of 7 Clean Harbors Quote #3460426 TRANSPORTATION A demurrage charge of $107.00 per hour will apply as follows: Number of Allowable Containers Loading Time 51 to 80 2 hour(s) ESTIMATED E-MANIFEST FEE (quantity 3) ESTIMATED RECOVERY FEE QUOTE TOTAL ESTIMATE $60.00 $806.16 $7,584.16 GENERAL CONDITIONS 1 2.Except where superseded by an existing services agreement the following terms and conditions apply to this quoted business. 3.Prices firm for 30 days. 4.Terms: Net 15 Days 5.Interest will be charged at 1.5% per month or the maximum allowed by law for all past due amounts. 6.Local, state and federal fees/taxes applying to the generating location/receiving facilities are not included in disposal pricing and will be added to each invoice as applicable. 7.Materials subject to additional charges if they do not conform to the listed specifications. 8.All drums for disposal must be in D.O.T. approved containers and in good condition. 9.A11 containers must be marked with Clean Harbors' profile number. 10.Clean Harbors will provide a manifest and necessary labels for transportation with a charge of $1.25 per label. 11.Electronically submitted profiles will be approved at no charge. Paper profiles will be charged at $75.00 each. 12.Clean Harbors supports many invoice delivery options (E-mail, Electronic Invoicing, EDI, Etc.). Pricing is based on Clean Harbors' standard invoice delivery method of E-mail. If another delivery method is required there could be an additional service fee per invoice. Any alternate delivery methods must be reviewed and approved by Clean Harbors prior to acceptance and implementation. 13.Compressed gas cylinders requiring special handling due to inoperable valves will be assessed an additional charge of $400.00 per cylinder. Cylinders larger than medium size will be quoted case by case. This charge may be sent as supplemental invoice. 14.A variable Recovery Fee (that fluctuates with the DOE national average diesel price), currently at 12.0%, will be applied to the total invoice. For more information regarding our recovery fee calculation please go to: www.cleanharbors.com/contact-us/customer-resources. t, "People and Technology Creating a Safer, Cleaner Environment" Page 140 of 191 leanl°arbor April 8, 2020 Page 5 of 7 Clean Harbors Quote #3460426 GENERAL CONDITIONS 15.Transportation rates are based on milkrun pickups. Additional costs may be incurred for out of milkrun service. 16.Pickups that require same day or next day service may be subject to additional charges. 17.Pickups cancelled within 72 hours of scheduling will be subject to cancellation charges. 18.Transportation charges to the final disposal facility will be charged in addition to local transportation to our truck to truck hub/local facility and will vary with logistics and routing. 19.Out of Service (OSD) for PCB incinerables should be clearly identified in Section 14 of the manifest. Prices for these items are only effective if received within 6 months of the OSD. 20.Standard disposal conversions (excluding minimums) apply to containers other than 5 gallon drums: 6-20g 60%, 21-30g 75%, 31-55g 100%, 56-85g 145%, FBIN 350%, TOT2(<300gal TOTE) 500%, TOTE 630%. 21.In the event that legal or other action is required to collect unpaid invoice balances, Customer agrees to pay all costs of collection, including reasonable attorneys' fees, and agrees to the jurisdiction of the Commonwealth of Massachusetts. 22.The USEPA implemented the E-manifest system in June 2018 and charges the receiving TSDF a fee per manifest that is subject to change at USEPA's discretion. Clean Harbors currently charges $20 per manifest to cover this cost on every invoice. This charge is subject to change if USEPA applies increased charges in the future. 23.Due to the site conditions and potential changes to the containers and environment over the last 4 years, expect up to a 20% increase in cost. 24.Unless specifically noted, these rates are not valid where Prevailing Wages and / or certified payroll apply. Any Prevailing Wage rates will be quoted on a case -by -case basis. WASTE CLASSIFICATIONS SPECIFICATIONS Waste Code Description CCRK Solids For Incineration DRUM SPECIFICATION: No large metal pieces (rebar) Source of PCB < 50 ppm Mercury limited to 10 ppm maximum Iodine less than 0.5 percent Bromine less than 0.5 percent Fluorine less than 0.5 percent Sulfur less than 5 percent No reactive cyanides No reactive sulfides No air or water reactives Palletized material maximum dimensions 4'x4'x4' PRIMARY DISPOSAL METHOD: DESTRUCTION INCINERATION t, "People and Technology Creating a Safer, Cleaner Environment" Page 141 of 191 lead°arbor April 8, 2020 Clean Harbors Quote #3460426 WASTE CLASSIFICATIONS SPECIFICATIONS Page 6 of 7 Waste Code Description CNO Non Hazardous Solid Non -pourable at 70°F No free liquid Must be able to pass (paint filter/penetration) tests Must be able to be landfilled Biodegrade -able absorbents will be stabilized prior to land No herbicide, pesticides, or cyanides Source of PCB < 50 ppm PRIMARY DISPOSAL METHOD: NON HAZARDOUS LANDFILL ********************************************** No Free Liquid Non -hazardous Biodegrade -able absorbents will be stabilized prior to land No PCB pH — 2.1 to 12.4 PRIMARY DISPOSAL METHOD: NON HAZARDOUS LANDFARM CNOS Non Hazardous Semi -Solids Must be able to be landfilled No herbicides, pesticides, or cyanides Source of PCB < 50 ppm Flash point over 140°F PRIMARY DISPOSAL METHOD: NON HAZARDOUS LANDFILL ********************************************* Non -hazardous Must be biodegradable No PCB pH — 2.1 to 12.4 PRIMARY DISPOSAL METHOD: NON HAZARDOUS LANDFARM D23 Empty Drums Must meet definition of empty Must not have a U.S. EPA waste code Source of PCB < 50 ppm PRIMARY DISPOSAL METHOD: RECLAMATION/LANDFILL FB 1 Liquid For Fuel Example: paint thinner, solvents Less than 4 inches of dispersible sludge Less than 5 percent halogens/sulfur Source of PCB < 50 ppm Greater than 10,000 BTU's No pesticides No debris Low viscosity (e.g. thinners) Must not set-up with water or with organic solvents 0 "People and Technology Creating a Safer, Cleaner Environment" Page 142 of 191 IeanHarbor April 8, 2020 Clean Harbors Quote #3460426 WASTE CLASSIFICATIONS SPECIFICATIONS Page 7 of 7 Waste Code Description FB1 Liquid For Fuel PRIMARY DISPOSAL METHOD: FUEL BLENDING/INCINERATION ACKNOWLEDGEMENT Your signature below indicates your acceptance of the pricing and terms detailed in the quote above. Thank you for the opportunity to be of service. Signature Print Name Quote # 3460426 PO# Date 0'People and Technology Creating a Safer, Cleaner Environment" Page 143 of 191 Technical Memorandum Hazardous Materials Inventory 120 Center Street, Waterloo, IA 12/12/16 Project Number: 10160025 Prepared For: Noel Anderson Prepared By: HRGreen Page 144 of 191 Introduction and Scope of Services The City of Waterloo (City) contracted with HR Green, Inc. (HR Green) to conduct an inventory and assessment of potentially hazardous materials and wastes stored in approximately 15 drums or deposited (i.e., bulk waste materials in below grade structure) within the building and property addressed as 120 Center Street, Waterloo, Iowa (site). HR Green subcontracted Veolia North America (Veolia) to complete the referenced work which also included preparing a report covering field activities, characterization findings, laboratory results, disposal recommendations, estimated disposal costs, and proposed disposal location. The City secured $18,000 in Section 128-A funding from the Iowa Department of Natural Resources (IDNR), on a reimbursable basis, to complete this project. The scope of services did not include disposal of inventoried wastes; surveying disposal volume or homogeneous nature of deposited bulk waste materials in below grade structure; collecting additional sampling/characterization of bulk waste materials deposited in below grade structure; or inventorying or disposing of asbestos -containing materials (ACM) in any building or structure on the property. Site Observations and Results Veolia conducted hazardous materials inventory and assessment activities on November 15, 2016. HR Green and city staff completed an initial walk of the property with Veolia field technicians to discuss site conditions prior to their commencing work. Veolia subsequently obtained sixteen (16) samples for screening including ten (10) liquids and six (6) solids. These samples were submitted to Veolia Environmental Services, Menomonee Facility Laboratory (Wisconsin Certification #268201120) for processing. Veolia also over -packed four drums in the former garage based on their poor physical condition. It must be noted that one drum immediately failed - emptying its contents into the secondary confinement vessel. See the attachments for site photographs of characterization activities. Veolia provided HR Green with the analytical results on November 22, 2016. The company concluded that a majority of drums had a neutral pH excluding sample #16 which had a pH of 12. Veolia deemed samples #1 and #7 as combustible and sample #2 as flammable. Veolia ran PCBs on samples #3, 8, 10, and 11 due to the presence of oil in the mixture. All samples came back negative. See the attachments for the full lab results, sample locations, and their respective disposal recommendations. 12/12/2016 2 Page 145 of 191 Findings and Conclusions It is the opinion of HR Green that the City should contract for the handling and disposal of waste materials identified in the attached report. To assist in this effort, HR Green requested a disposal estimate from Veolia. The company provided an approximate fee of $4,150 to properly dispose of wastes identified in this report at a licensed chemical treatment facility, incinerator, or recycling center. It is the City's intent to directly contract with a vendor to complete the referenced work. HR Green then recommends completing an ACM survey and subsequent abatement activities. HR Green understands that the City is currently working with IDNR officials to potentially secure additional funding to complete this effort for the site in the future. Sincerely, Steve Prideaux, AICP Project Planner I HR Green, Inc. Attachments: Scott Mattes, PE, CIH Environmental Services Group Leader HR Green, Inc. Hazardous Materials Inventory Photographs- November 15, 2016 Sample Location Information Veolia Lab Results Veolia Disposal Recommendations 12/12/2016 HRGreen 3 Page 146 of 191 HAZARDOUS MATERIALS INVENTORY PHOTOGRAPHS (11/15/16) Page 147 of 191 Photo 1 — Former oil and grease warehouse. Photo 2 — Former garage. Photographs Hazardous Materials Inventory 120 Center Street Waterloo, Iowa Photographed: 11-15-16 HRGreen Page 148 of 191 Photo 3 — Pre -sampling activities in the former oil and grease warehouse. Photo 4 — Pre -sampling activities in the former oil and grease warehouse. Photographs Hazardous Materials Inventory 120 Center Street Waterloo, Iowa Photographed: 11-15-16 HRGreen Page 149 of 191 Photo 5 — Pre -sampling activities outside of the former oil and grease warehouse. Photo 6 — Pre -sampling activities outside of the former oil and grease warehouse. Photographs Hazardous Materials Inventory 120 Center Street Waterloo, Iowa Photographed: 11-15-16 HRGreen Page 150 of 191 Photo 7 — Over -packing a failing drum in the former garage. Photo 8 — Over -packing a failing drum in the former garage. Photographs Hazardous Materials Inventory 120 Center Street Waterloo, Iowa Photographed: 11-15-16 HRGreen Page 151 of 191 Photo 9 — Over -packing a failing drum in the former garage. Photo 10 — Over -packing a failing drum in the former garage. Photographs Hazardous Materials Inventory 120 Center Street Waterloo, Iowa Photographed: 11-15-16 HRGreen Page 152 of 191 SAMPLE LOCATION INFORMATION Page 153 of 191 Legend Observations Arrows point in the direction of the location of the observed hazard from the location of the investigator at the time of observation. TObservation in Direction of Arrow • Observation at Point FIGURE 1 Sample Location Map 120 Center Street City of Waterloo Waterloo, Iowa 575: NW ext of subject property. / Samples 13-16 40 0 20 Feet 1 inch = 20 feet HRGreen Page 154 of 191 VEOII 1. Sample #1 • Red Liquid, Diesel • Combustible liquid, recommended for fuels -blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-1 001 659 709 2. Sample #2 • Orange Liquid • Flammable Liquid, recommended for fuels -blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix 6 — Site Photographs S-2 002 658 709 Observation: 709 Observation Retails.. Suspected Hazard Type: drums Investigator: Steve Prideaux General P otes: 55 gallon drums and roof cement containers. Building: Former garage Floor: 1st Floor Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 155 of 191 3. Sample #3 • Oil, Water Mix • Non -PCB containing oil, recommended for oil blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-3 003 660 710 (R) 4. Sample #4 • Cont. Water • 90% liquid mixture, recommended for dust solidification and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-4 004 660 710 (R) 5. Sample #5 • Sand • Neutral pH solid, recommended for non-haz stabilization and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-5 005 660 710 (R) Observation: 710 Observation Details... 5uspecrted Hazard Type; Drums Investigator; Steve Prideaux General Motes: 55-gallon drums. Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 Building: Former garage Floor. Lst Floor www.veolianorthamerica.com Page 156 of 191 6. Sample #6 • Red Liquid • Neutral pH liquid, recommended for dust solidification and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-6 007 661 710 (L) Observation: 710 Observation Details... Suspected Hazard Type; Drums Investigator: Steve Prideaux General Noes! SS -gallon drums. Building: Former garege Floor: 1st Floor v-00, 7. Sample #7 • Red Liquid • Combustible liquid, recommended for fuels -blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-7 013 657 708 8. Sample #8 • Acetone, Oil Mix • Non -PCB oil mixed with flammable solvent, recommended for fuels -blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-8 015 657 (red drum) 708 Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 157 of 191 0 9. Sample #9 • Sand • Neutral pH solid, recommended for non-haz stabilization and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-9 016 656 708 fn: 708 Observation Details... Suspected Hazard Type: Drums Investigator: Steve Prideaux General Notes: SS -gallon drums in former goroge. Building: Fortner garage. Floor: 1st Floor Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 158 of 191 10. Sample #10 • Oil • Non -PCB containing oil, recommended for oil blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-10 019 664 713 (R) Observation; 713 Observation Details,.. Suspected Hazard Type: General Observation Investigator: Steve Prideaux General Notes: Misc. solid waste in standing water. Buiidinrg: Former Grease/oil Warehouse Floor: 1st Floor Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 159 of 191 11. Sample #11 • Oil • Non -PCB containing oil, recommended for oil blending and waste -to -energy Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-11 020 249 718 (R) Observation Details... Suspected Hazard Type: General Observation Investgator; Steve Prideaux General Noes: 55-gallon drums. Building: Former Grease/Oil Warehouse Foy•: 1st Floor Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 160 of 191 12. Sample #12 • Water Cont. • 90% liquid mixture, recommended for dust solidification and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-12 027 N/A 713 (R) Observation; 713 Observation Details... Suspected Hazard Type: General Observation Investigator! Steve Prideaux General hlote5: Misc. solid waste in standing water. Building: Farmer Grease/Oil Warehouse Flocr: 1st Floor Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 161 of 191 0 13. Sample #13 • White Solid • Neutral pH solid, recommended for non-haz stabilization and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-13 North -side of Building N/A 103 / 575 14. Sample #14 • White Solid • Neutral pH solid, recommended for non-haz stabilization and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-14 North -side of Building N/A 103 / 575 15. Sample #15 • White Solid • Neutral pH solid, recommended for non-haz stabilization and landfill Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-15 North -side of Building N/A 103 / 575 16. Sample #16 • White Solid • Solid with pH of 12, recommended for incineration Veolia Sample # Veolia Drum Number HR Green Observation Report HR Green Appendix B — Site Photographs S-16 North -side of Building N/A 103 / 575 See Next page for sample locations of S-13 through S-16: Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 162 of 191 0 Observation: 103 Observation Details... Suspected Hazard Type: General Observation Investigator: Steve Prideaux General Notes: Eastern exterior of subject property. ObseEvation: 575 Observation Details... Suspected Hain d Type: General Observation Investiga:or: Steve Prideaux General Notes: Northwest exterior of subject property. Building: Former Grease/Oil Warehouse Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 163 of 191 Following attached pictures list containers with Veolia drum numbers that were empty/ had no sample associated with the drum: Observation: 712 Observation Details... Suspected Hazard Type: Drums Investigator: Steve Prideaux General Notes: SS -gallon drums. Observation: 711 Observation Details... suspected Hard, J Type: Drum■ Invesicaror: Stave Prideoux Genera Notes: Empty 55-gallon drums (one bulging). Building: Former gorngm. Floor: 1st Floor Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 164 of 191 0 Observation: 576 LCibserwation Details... Susp=t'ed Fe7ar1 lygie Drums Investigator: Stove Prideaux General Notes. 55-gallon drums. Observation: 722 Observation r7PtaiIs, Suspec^.ec Hazard Type: Drums Investigator: Steve Prideaux General Notes: 55 gal€on drums near concrete Pltform. Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 165 of 191 VEOLIA LAB RESULTS Page 166 of 191 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: Sampler: BJ 137-34-846 CITY OF WATERLOO (RED LIQUID, DIESEL) #1 Waste Profile Number: Sample Size: 4 OZ Sampling Date: 11/17/2016 Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/17/2016 Layers: 1 % liquids: 100% Incidental Odor: ❑ strong ❑ mild ❑ none ° F °F Color: (layer 1) RED (layer 2) Lyr 1: I _..I solid ❑j €iquid ❑ semi solid Turbidity: ^ clear ❑ cloudy ❑opaque Viscosity: ❑ low ❑ medium ❑ high Lyr 2: ❑ solid ❑ liquid ❑ semi solid Turbidity: I clear [ cloudy ;opaque Viscosity: ; € low ❑medium 1 I high Water Mix WMIX ASTM D5058-90 Lyr 1: i I soluble Li partial kJ insoluble [-1 sinks ✓' floats Reactivit ` — y:lI€ negative[ j positive LT= 0 Lyr 2: !—` soluble ❑ partial ❑ insoluble ❑ sinks ❑ floats Reactivity:;❑ negative❑ positive LT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (lyr 2) 0 as recvd i ✓ 10% solution Oxidizer Screen OX-S ASTM D4981-89 I I negative ❑ positive Flammability Potential IGN ASTM D4982-89 ❑ negative ❑pos < 140 °F (lyr 1) a negative ❑ pos < 140 °F (lyr 2) ❑pos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 ✓ eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm ild negative ❑ positive Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm ✓l negative ❑ positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm Li negative ❑ positive Paint Filter Test OPFT SW846 9095 ❑ pass Li fail Water Content KF ASTM E 203 °./a Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L ❑ Tclp r_11 Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg1L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg1L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.2lpg/L pglL n Tclp ❑ Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg1L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION• E t I' ' 1 xcep as exp icit y noted, all analytical data reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. 1 SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Date c 91 v.10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY- Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-34-847 CITY OF WATERLOO (ORANGE LIQUID) #2 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 °F °F Layers: 1 % liquids: 100% Incidental Odor: J strong mild C none Color: (layer 1) ORANGE (layer 2) Lyr 1: ....J solid C liquid ❑ semi solid Turbidity: I21 clear C cloudy 2opaque Viscosity: r . low ❑ medium _ high Lyr 2: ;i^ solid El liquid f 0 semi solid Turbidity::^ clear [ J cloudy ;opaque Viscosity:1 i low 2 medium ! high Water Mix WMIX ASTM D5058-90 soluble Li partial [J insoluble •.' .1 Lyr 1: Lisoluble Li floats Reactivit Y: HF negativeC positive �T= 0 Lyr 2: soluble insoluble .7 C partial C C sinks C floats Reactivity:I negative positive LT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (lyr 2) as recvd 010% solution Oxidizer Screen OX-S ASTM D4981-89 C negative positive Flammability Potential IGN ASTM D4982-89 ❑ negative Epos < 140 °F (lyr 1) j negative C pos < 140 °F (lyr 2) Cpos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 , eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm i✓✓, negative Epositive Cyanides -Prussian CN-SP ASTM D5049-90 30 ppm negative positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm Cj negative ❑ positive Paint Filter Test OPFT SW846 9095 L pass 2 fail Water Content KF ASTM E 203 0w0 Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm ----_, Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L Li Tclp C Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mglL mglL Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.21pg/L }tg/L C Tclp 0 Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION E t xcep as explicitly noted, all analytical data reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Didga ;f 91 ev.10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-34-848 CITY OF WATERLOO (OIL, WATER MIX) #3 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11117/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 y at PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 Layers: 2 % liquids: 100% Incidental Odor: ❑! strong CC 1111812016 ❑ mild ❑ none ❑ medium '❑ high [j' medium 11 high ❑ positive LT= 0 °F °F Color: (layer 1) BROWN (layer 2) LESS Lvr 1: _ i solid ❑ liquid ❑ semi solid Turbidity: ^' clear ❑ ! cloudy ❑opaque Viscosity: ❑ low Lvr 2: `: solid ❑j liquid ❑ semi solid Turbidity: 7 clear ❑ cloudy ❑opaque Viscosity: ✓ J low Water Mix WMIX ASTM D5058-90 Lyr 1: , soluble partial ✓ insoluble ":-' u P ❑ � I, � � sinks ! floats Reactivity:g i ✓' negative Lvr2:✓✓! soluble ❑ partial ❑ insoluble ❑ sinks ❑ floats Reactivity:g ne alive ❑ positive 11T= 0 pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) 7 SU (Iyr2) Das recvd j10°%solution ❑ positive ❑ pos < 140 °F (lyr 2) Ljlpos>140°F ❑> background ❑ positive Li positive El positive Oxidizer Screen OX-S ASTM D4981-89 I negative Flammability Potential IGN ASTM D4982-89 ❑ negative ❑pos < 140 °F (lyr 1) ❑ negative ❑pos >140°F Radio Activity Screen RAD CWM 92-36 eql bkg Sulfides Screen S-S ASTM D4978-89 25 ✓✓! ppm J negative Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm ❑negative Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm Fil negative Paint Filter Test OPFT SW846 9095 H pass ❑ fail Water Content KF ASTM E 203 Chloride Cl- 325.3 mglL Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ND <5 ppm BS 11/22/2016 Aroclor 1221 ND <5 ppm Aroclor 1232 ND ppm Aroclor 1242 ND <5 ppm Aroclor 1248 ND <5 ppm Aroclor 1254 ND ppm Aroclor 1260 ND <5 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg LATclp Barium ❑Totals (minus Hg) BA(-T) SW846 1311 0.08mgIL mg/LlL Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium ❑ Tclp ❑i Totals (Hg only) CD(-T) SW846 1311 0.09m9 IL mg/L Chromium _ CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mgIL mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.2lpg/L pglL Nickel NI(-T) SW846 1311 0.08mgIL mgIL Selenium SE(-T) SW846 1311 0.28mgIL mg/L Silver AG(-T) SW846 1311 0.10mgIL mgIL Zinc ZN(-T) SW846 1311 0.13mgIL mgIL COMMENTS: CERTIFICATION: Except as explicitly noted all l tical d a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Dap' ev.10 04/03/13 191 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-34-849 CITY OF WATERLOO (CONT WATER) #4 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 °F °F Layers: 2 % liquids: 90% Incidental Odor: =i strong ❑ mild j_z_ j none Color: (layer 1) LESS (layer 2) BROWN Lyr 1:...... solid d liquid ❑ semi solid Turbidity: 1-I1 clear 7 cloudy Dopaque Viscosity: low 0 ^ medium high Lyr 2: I solid E liquid ( semi solid Turbidity: j clear C cloudy flopaque Viscosity: Li low C medium L high Water Mix WMIX ASTM D5058-90 Lyr 1: i:Ti soluble [_j partial Li insoluble 1:L sinks floats u � Reactivity: J negative[ positive AT.- 0 Lyr 2: T soluble C partial 0 insoluble j ✓ sinks E floats Reactivity: ` � E negativeri positive LT= 0 pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) 7 SU (Iyr 2) Has recvd j ✓i 10% solution Oxidizer Screen OX-S ASTM D4981-89 negative positive Flammability Potential IGN ASTM D4982-89 E negative ❑pos < 140 °F (lyr 1) `j negative ❑ pos < 140 °F (lyr 2) Lpos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm [::/..i negative [ i positive Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm -, negative positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm LJ negative Li positive Paint Filter Test OPFT SW846 9095 LJ pass LJ fail Water Content KF ASTM E 203 % Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm �'�'� Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28m /L Bariumg mg/L [j Tclp H Totals (minus Hg) BA(-T) SW8461311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.2lpg/L pg/L Tclp J Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L �� Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: 90% OF THE SAMPLE IS LIQUID, THE OTHER 10% IS SMALL SOLIDS AT THE BOTTOM OF THE JAR CERTIFICATION: Except as explicitl noted all anal t'c 1 d t • y y i a a a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: ` Name: Bill Banks (or other designated person) Dapa/d 44 0(p191 This document is uncontrolled when printed. Rev. 10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-34-850 CITY OF WATERLOO (SAND) #5 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/1812016 Layers: 1 % liquids: 0% Incidental Odor: i—1 strong °F °F . mild I fl none Color: (layer 1) BROWN (layer 2) Lyr 1: solid ❑ liquid semi solid Turbidity: H. clear cloudyopaque Viscosity: L, low E medium Li high Lyr 2: r— solid El liquid r] semi solid Turbidity: J dear cloudy opaque Viscosity: I I low ❑ medium J high Water Mix WMIX ASTM D5058-90 soluble L partial [j insoluble 171 sinks �.���.� floats Reactivity:;) negative[ ; positive LT= 0 Lyr 2: Fr soluble ❑ partial ❑ insoluble 17 sinks floats Reactivit E Y: J negative positive pT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (lyr 2) El as recvd ✓} 10% solution Oxidizer Screen OX-S ASTM D4981-89 , ( negative g [ positive Flammability Potential IGN ASTM D4982-89 E negative 0pos < 140 °F (lyr 1)J negative ❑pos < 140 °F (tyr 2) Epos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 eql bkg 0> background Sulfides Screen S-S ASTM D4978-89 25 ppm ;_..- ,j , negative n positive Cyanides -Prussian CN-SP ASTM D5049-90 30 ppm J i negative.' positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm Li negative [ positive Paint Filter Test OPFT SW846 9095 pass � I fail Water Content KF ASTM E 203 °° Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242—� ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mglL L] Tclp L_i Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L m /L Mercury HG(-T) SW846 7470 1.21pg/L pg/L Tclp J Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mglL mg/L COMMENTS: SAND CERTIFICATION: Except as explicitly noted all analytical data re rt d b 1 po e e ow were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis �plan �were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: Name: Bill Banks (or other designated person) D alExakifielf 191 Rev. 10 04/03/13 This document is uncontrolled when printed. VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-851 CITY OF WATERLOO (RED LIQUID) #6 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 Layers: 1 % liquids: 100% Incidental Odor: ❑ strong ❑ 7 °F °F mild none Color: (layer 1) RED (layer 2) Lvr 1; ' ,,,j solid ❑ liquid ❑ semi solid Turbidity: I ✓ clear ❑i cloudy ❑opaque Viscosity: ❑ low ❑ ❑ medium high Lvr 2; ❑' solid D liquid [] semi solid Turbidity: ❑ clear ❑ cloudy ❑opaque Viscosity: 7 low ❑ medium ❑ high Water Mix WMIX ASTM D5058-90 Lyr 1: a soluble LI partial U insoluble [` sinks ✓ floats Reactivity: [� negative[ 1 positive AT= 0 Lyr 2: 7 soluble ❑ partial ❑ insoluble i I sinks floats Reactivit ❑ y: ❑ negative❑ positive AT= pH - Paper pHPA ASTM D4980-89 7 SU I r 1)0 (Y SU asrecvd� 10%solution Lies) Oxidizer Screen OX-S ASTM D4981-89 �" `�� negative positive Flammability Potential IGN ASTM D4982-89 ❑ negative '' pos < 140 °F (lyr 1) a negative pos < 140 °F (lyr 2) p os>140°F ❑pos c Radio Activity Screen RAD CWM 92-36 eql bkg ❑> F background Sulfides Screen S-S ASTM D4978-89 25 ppm I ,, i Cyanides -Prussian negative [ ❑positive Y CN-SP ASTM D5049-90 30 ppm '❑ negative ❑positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm 0 negative ❑positive Paint Filter Test OPFT SW846 9095 ❑ pass tail Water Content KF ASTM E 203 "° Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (iyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L Li Tclp [ Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L g mg/L Beryllium BE(-T) SW846 1311 0.12mg/I m /L Cadmiumg CD(-T) SW8461311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.2lpg/L pg/L ❑ Tclp ❑ Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicitly noted all anal tical d t rt y a a repo ed below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: Name: Bill Banks (or other designated person) Dap' 44 24 191 Rev.10 04/03/13 This document is uncontrolled when printed. VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-852 CITY OF WATERLOO (RED LIQUID) #7 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 1111812016 Layers: 1 % liquids: 100% Incidental Odor: J strong ❑ mild °F °F I none Color: (layer 1) RED (layer 2) Lyr 1; j_.. solid liquid 0 semi solid Turbidity: i -i1 clear cloudyy: C ❑opaque Viscosit i low ❑medium" hi h g Lyr 2: 1— solid ❑ liquid ❑ semi solid Turbidity: I clear ❑ cloudy opaque Viscosity: J low ❑ medium E high Water Mix WMIX ASTM D5058-90 Lyr 1: [ 1 soluble Jpartial [J insoluble ` ''' :sinks �' floats �—� Reactivity: � negative[) positive pT= 0 Lyr 2: � soluble C partial ❑ insoluble I—i I^ sinks floats Reactivity: Lj L y: r, negative positive L,T= pH - Paper pHPA ASTM D4980-89 7 SU(lyr1) SU(lyr2) Elias recvd�✓�10%solution Oxidizer Screen OX-S ASTM D4981-89 J iI negative J positive Flammability Potential IGN ASTM D4982-89 ❑ negative ❑pos < 140 °F )� negative ❑P (r 1 IY os < 140 °F (Iyr 2) Jpos>140°F 0pos>140°F Radio Activity Screen RAD CWM 92-36 I±I eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm :7'..[ negative Ei positive Cyanides -Prussian CN-SP ASTM D5049-90 30 ppm negative Li positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm j negative 9 [_!positive Paint Filter Test OPFT SW846 9095 �; pass JJ fail Water Content KF ASTM E 203 cyo Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (iyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm ��� Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L Bariummg/L Li Tclp � Totals (minus Hg) BA(-T) SW8461311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L ing/L Mercury HG(-T) SW846 7470 1.2lpg/L pg/L Tclp ;fl Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg1L mg1L COMMENTS: CERTIFICATION: Except as explicitly noted all anal tical da t y a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Dap: A 2 *' [ c 191 Reev.10 04/03113 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-853 CITY OF WATERLOO (ACETONE, OIL) #8 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 ytrcai a a reported below were obt PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 1111812016 Layers: 2 % liquids: 90% Incidental Odor: ❑ strong ❑ mild °F °F Tz, none Color: (layer 1) LESS (layer 2) BROWN Lyr 1: F....._, solid ❑' ✓ liquid ❑semi solid Turbidity: clear ❑ cloudyopaque Viscosity: ❑ low ❑ medium ❑ high Ly2; ❑r solid C liquid ❑ semi solid Turbidity: Li clear ri cloudy opaque Viscosity: ;�'j low ❑ medium ❑ high Water Mix WMIX ASTM D5058-90 Lyr 1: i soluble Li partial ❑ insoluble [./1 sinks floats Reactivity:..._ negative[ 2 positive r I� � ne ative pT= 0 Lyr 2: FT soluble C partial ❑ insoluble 7 ✓ sinks 1 floats Reactivit g Y: � � ative❑ positive ositive pT= 0 pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) 7 SU (lyr 2) D„WJas recvd ( 1 10°% solution Oxidizer Screen OX-S ASTM D4981-89 12 negative ❑ positive Flammability Potential IGN ASTM D4982-89 ❑'', negative Epos < 140 °F (lyr 1) ❑ negative ❑ pos < 140 °F (lyr 2) ❑pos >140°F ❑pos >140°F Radio Activity Screen RAD CWM 92-36 I2,eql bkg ❑ > background Sulfides Screen S-S ASTM D4978-89 25 ppm !_ J negative ❑ positive Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm 1H negative ❑ positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm negative ❑ positive _ Paint Filter Test OPFT SW846 9095 ❑ pass Li fail Water Content KF ASTM E 203 % Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ND <5 pprn BS 11/22/2016 Aroclor 1221 ND <5 ppm Aroclor 1232 ND <5 ppm Aroclor 1242 ND <5 ppm Aroclor 1248 ND <5 ppm Aroclor 1254 ND <5 ppm Aroclor 1260 ND <5 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L Li Tclp Lj Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.2lpg/L pg/L ❑ Tclp ❑ Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mglL Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: THE SECOND LAYER (10%) IS SMALL SOLIDS, LOOKS LIKE SAND • CERTIFICATION: Except as explicitly noted all anal ' d t ained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: Name: Bill Banks (or other designated person) Dal7):4 0- - /0 ' 191 Rev. 10 04/03/13 This document is uncontrolled when printed. VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-854 CITY OF WATERLOO (SAND) #9 Sampler: BJ Sample Size: 40Z Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11118/2016 Layers: 1 % liquids: 0% Incidental Odor: ❑ strong ❑ °F °F mild ❑ none Color: (layer 1) BROWN (layer 2) Lyr 1: 1.1 solid ❑ liquid ❑ semi solid Turbidity: ❑' clear ❑ cloudy opaque Viscosity:'[ I low ❑ medium :❑j high Lyr 2: ❑ solid ❑ liquid ❑ semi solid Turbidity: 3_J clear ❑ cloudy ❑opaque Viscosity::❑ low ❑ 7 medium high Water Mix WMIX ASTM D5058-90 Lyr 1: r.. soluble ❑ partial ❑ insoluble f ✓' sinks ❑ floats .._.._ Reactivity: negative❑ positive LT= 0 ❑ Lyr 2: soluble 0 partial ❑ insoluble —j r sinks floats Reactivit ❑ Y: negative❑ positive LT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (lyr 2) [ -]as recvd H 10% solution Oxidizer Screen OX-S ASTM D4981-89 ❑ negative ❑ positive Flammability Potential IGN ASTM D4982-89 ❑' negative ❑pos < 140 °F (lyr 1)0 negative ❑ pos < 140 °F (lyr 2) ❑ pos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 ❑ eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm rid negative P1 positive Cyanides -Prussian CN-SP ASTM D5049-90 30 ppm !! negative ❑ positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm ❑ negative ❑ positive Paint Filter Test OPFT SW846 9095 ❑; pass I fail Water Content KF ASTM E 203 ofa Chloride Cl- 325.3 mglL Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ��.. ppm --__. Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L [ ] Tclp L] Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L g Beryllium BE(-T) SW846 1311 0.12m /I g mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.21pg/L pg/L ❑ Tclp ❑ Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: SAND CERTIFICATION: Except as explicitly noted all anal tical d t y a a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. 4 SIGNATURE: i, This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Dapr A2-1274 191 Rev.10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-855 CITY OF WATERLOO (OIL) #10 Sampler: BJ Sample Size: 40Z Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 Layers: 1 % liquids: 100% Incidental Odor: J; strong 0 mild J °F °F none Color: (layer 1) LESS (layer 2) Lyr 1; LI solid [ liquid 0 semi solid Turbidity: i clear ❑ cloudy opaque Viscosity: E low ❑medium ❑ high Lyr 2; ^ solid j liquid (] semi solid Turbidity: P clear p cloudy `opaque Viscosity: J low 0 medium high J Water Mix WMIX ASTM D5058-90 Lyr 1: a soluble Li partial U insoluble `....... �,_ sinks E floats Reactivity: E negative E positive pT= 0 Lyr 2: J soluble E insoluble partial E J sinks E floats Reactivity:;_ j negative J positive AT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (Iyr 2) [1:1 as recvd :1 10% solution Oxidizer Screen OX-S ASTM D4981-89 i negatived positive Flammability Potential IGN ASTM D4982-89 E negative Epos < 140 °F (lyr 1) j negative pos < 140 °F (tyr 2) ❑pos > 140 °F Epos > 140 °F Radio Activity Screen RAD CWM 92-36 eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm i.'.i negative E positive Cyanides- Prussian CN-SP ASTM D5049-90 30 ppm E negative 0 positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm negative[; positive _f Paint Filter Test OPFT SW846 9095 J pass LJ fail Water Content KF ASTM E 203 Wo Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (tyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ND <5 ppm BS 11/22/2016 Aroclor 1221 ND <5 ppm Aroclor 1232 ND <5 ppm Aroclor 1242 ND <5 ppm Aroclor 1248 ND <5 ppm Aroclor 1254 ND <5 ppm Aroclor 1260 ND <5 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L [j Tclp i Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mglL mg/L Chromium CR(-T) SW846 1311 0.14mglL mg/L Copper CU(-T) SW846 1311 0.15mglL mg/L Lead PB(-T) SW846 1311 0.25mg/L mglL Mercury HG(-T) SW846 7470 1.21pg/L pg/L E Tclp E Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mglL Silver AG(-T) SW846 1311 0.10mg/L mglL Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicit) noted all an I t I d t • y a y ica a a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: Name: Bill Banks (or other designated person) D'/f191 This document is uncontrolled when printed. ev.10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd, Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-856 CITY OF WATERLOO (OIL, SA30) #11 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 y na y i'ca ata reported PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 Layers: 1 % liquids: 100% Incidental Odor: v strong ❑ mild °F °F 1./1 none Color: (layer 1) YELLOW (layer 2) Lyr L. L....i solid C Iiquid semi solid Turbidity: [- clear cloudy ❑opaque Viscosity:❑ low ❑ medium J high Lyr 2: L solid ❑ liquid ❑ semi solid Turbidity: ^ clear C cloudy 0opaque Viscosity: I I low ❑ medium ❑ high Water Mix WMIX ASTM D5058-90 Lyr 1: IT soluble ❑ partial ❑ insoluble H sinks [ floats Reactivity: ;✓? negative[1 positive LT. 0 Lyr 2: i soluble 0 insoluble partial ❑ 7 sinks ❑ E floats Reactivity:In negative — �—. g ❑positive LT. pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (lyr 2) Has recvd ✓ 10% solution Oxidizer Screen OX-S ASTM D4981-89 ----"—r� j negative positive Flammability Potential IGN ASTM D4982-89�✓f negative ❑pos < 140 °F (lyr 1) ❑ negative ❑ pos < 140 °F (lyr 2) pos > 140 °F ❑ pos > 140 'F Radio Activity Screen RAD CWM 92-36 ii eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm I ✓I negative[ ..(positive Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm � ' negative g ative alpositive Cyanides Cyantesmo - CN-SC ASTM D5049-90 10 ppm 11 negative ❑ positive Paint Filter Test OPFT SW846 9095 l Ii pass i J fail Water Content KF ASTM E 203 Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ND <5 ppm BS 11/22/2016 Aroclor 1221 ND <5 ppm Aroclor 1232 ND <5 ppm Aroclor 1242 ND <5 ppm Aroclor 1248 ND <5 ppm Aroclor 1254 ND <5 ppm Aroclor 1260 ND <5 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L ❑ Tclp ❑ Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mglL Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.2lpg/L pg/L Tcl ❑ P ❑Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicit) noted .....1__._ all a I t I d • obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. A s SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) DaP r'191 ev.10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-857 CITY OF WATERLOO (WATER CONT) #12 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 Layers: 2 % liquids: 90% Incidental Odor: ri strong ❑ mild HI °F °F none Color: (layer 1) LESS (layer 2) BLK Lyr 1: 1 _ solid El liquid ❑semi solid Turbidity: J. clear ❑ cloudy :opaque Viscosity: 7 low ❑ medium _ high Lyr 2: ✓ solid Ei liquid f] semi solid Turbidity: I_I clear L cloudy opaque Viscosity: I I low C medium j high Water Mix WMIX ASTM D5058-90 Lyr 1: I ✓j soluble Li partial IL insoluble PI sinks [✓ floats Reactivity: negative[] positive LT= 0 Lyr 2: L soluble insoluble . partial D j ✓ sinks C i floats Reactivit Y: DWI negativeL positive AT= 0 pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) 7 SU (lyr 2) El as recvd ✓' 10°% solution Oxidizer Screen OX-S ASTM D4981-89 - lI negative g d positive Flammability Potential IGN ASTM D4982-89 C negative Lpos < 140 °F (lyr 1) Lj negative ❑ pos < 140 °F (lyr 2) L pos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 izj eql bkg 0> background Sulfides Screen S-S ASTM D4978-89 25 ppm : negative [ j positive Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm negative ❑ positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm Li negative 0 positive Paint Filter Test OPFT SW846 9095 Li pass II fail Water Content KF ASTM E 203 % Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm ---,..—' Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L L Tclp L Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L _ mg/L Beryllium BE(-T) SW846 1311 0.12mg/l mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg!L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.21pg/L pg/L [] Tclp ❑ Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: THE SECOND LAYER (10%) CONSIST OF SMALL SOILDS, LOOKS LIKE SAND CERTIFICATION! Except as ex licifi noted II I t' I d p y a ana y Ica ata reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) C1 f91 ev. 10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-858 CITY OF WATERLOO (WHITE SOLID) #13 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 Layers: 1 % liquids: 0% Incidental Odor: PI strong ❑ mild °F °F E none Color: (layer 1) WHT/GRAY (layer 2) Lyr ji Hi solid 0 liquid LI semi solid Turbidity: ^ dear 0 cloudy 0opaque Viscosity: low [j J medium high Lyr 2: ri solid C' liquid 1 ] semi solid Turbidity:::r clear 0 cloudy riopaque Viscosity: J low CI medium 0 high Water Mix WMIX ASTM D5058-90 Lyr 1: ; soluble ........ r....... ... partial insoluble sinks floats...."' [ _. Reactivity: �? negative[1] positive pT= 0 Lyr 2: 7 soluble ❑partial D insoluble j sinks C floats Reactivity: rl negative positive AT= pH - Paper pHPA ASTM D4980-89 -- 7SU(lyr1) SU(lyr2) �� lasrecvd �110%solution Oxidizer Screen OX-S ASTM D4981-89 j negative D positive Flammability Potential IGN ASTM D4982-89 C' negative ❑ pos < 140 °F (lyr 1) ` negative 0 pos < 140 °F (lyr 2) 0pos>140°F 0pos >140°F Radio Activity Screen RAD CWM 92-36 Li eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm! ;...,.,.1 negative [ ;positive Cyanides - Prussian CN-SP ASTM D5049-90 30 ppm 1 negative [ l positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm L I negative 0 positive Paint Filter Test OPFT SW846 9095 (_j pass 1 Ij fail Water Content KF ASTM E 203 oa Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L g mg/L ❑ Tclp r l Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW8467470 1.2lpg/L L Tclp Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L m9g//L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicitly noted all anal tical d t y a a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Dalia/Ip 430/0Y 191 Rev.10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-859 CITY OF WATERLOO (WHITE SOLID) #14 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 y PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11118/2016 Layers: 1 % liquids: 0°/ Incidental Odor: Eli strong ❑ mild °F °F 1 none Color: (layer 1) WHT/GRAY (layer 2) :.......... Lyr 1; solid [,j liquid 0 semi solid Turbidity: iH. clear ❑ cloudy 0opaque Viscosity: 0 low ❑ medium E high Lyr 2: Fl solid E liquid [, semi solid Turbidity: ` clear ❑ cloudy 0opaque Viscosity:1 I low high medium 0 Water Mix WMIX ASTM D5058-90 Lyr 1: Ii soluble [J partial U insoluble ✓' sinks .. i floats Reactivity:' negative[ positive AT= 0 Lyr 2: Fr soluble 0 partial 0 insoluble V sinks Ci floats Reactivity: rr negative[] positive pT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SUI r 2 ° (y ) �_._jasrecvd `✓�10%solution Oxidizer Screen OX-S ASTM D4981-89 negative[] positive Flammability Potential IGN ASTM D4982-89 2 negative Epos < 140 °F (lyr 1) negative ❑ pos < 140 °F (Iyr 2) pos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 2 eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm ✓J negative[f positive Cyanides -Prussian CN-SP ASTM D5049-90 30 ppm II negative [11 positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm l negative G positive Paint Filter Test OPFT SW846 9095 Li pass i_i fail Water Content KF ASTM E 203 °"/0 Chloride Cl- 325.3 mg1L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 �� ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L Li Tclp r ] Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mglL Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mglL Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mg/L Mercury HG(-T) SW846 7470 1.21pg/L pg/L ❑ Tclp ❑ Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicitl d all I t' I d note ana y ica ata reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: Dii346,21 k 1o191 Rev. 10 04/03/13 This document is uncontrolled when printed. Name: Bill Banks (or other designated person) VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-860 CITY OF WATERLOO (WHITE SOLID) #15 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 1111812016 Layers: 1 % liquids: 0% Incidental Odor: a strong C °F °F mild 2 none Color: (layer 1) WHT/GRAY (layer 2) Lyr 1; ✓ solid C liquid ❑semi solid Turbidity: I I clear 7 cloudyo a ue Viscosity: � P q `; low E E medium high Lyr 2; solid [ liquid 2 semi solid Turbidity: L^ clear I cloudy nopaque Viscosity: I l low Ci medium J high Water Mix WMIX ASTM D5058-90 Lyr 1: i soluble i r � i.......i floats , 1 partial R] insoluble ; ✓' sinks , L Reactivity:;`✓' negative[ positive LT. 0 Lyr 2: 7 soluble ❑ partial ❑ insoluble 7 sinks 0 floats Reactivit Y: LEI negative0 positive pT= pH - Paper pHPA ASTM D4980-89 7 SU (lyr 1) SU (lyr 2) Das recvd -7i:j10°/ solution Oxidizer Screen OX-S ASTM D4981-89 _j negative CI positive Flammability Potential IGN ASTM D4982-89 [ negative ❑ pos < 140 °F (lyr 1) t negative ❑ pos < 140 °F (lyr 2) Llpos>140°F Lllpos>140°F Radio Activity Screen RAD CWM 92-36 LI eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm i, FF Cyanides - Prussian ;.....j negative0 positive Y CN-SP ASTM D5049-90 30 ppm � negative positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm `j negative ❑ positive Paint Filter Test OPFT SW846 9095 iJ pass L f fail Water Content KF ASTM E 203 % Chloride CI- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/Ib pH by Meter pH ASTM D4980-89 SU (lyr 1) SU (lyr 2) Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L [J Tclp J Totals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L mg/L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L rnglL Mercury HG(-T) SW846 7470 1.21pg/L pg/L ❑ Tclp 0 Totals (Hg only) Nickel NI(-T) SW846 1311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicitly noted all anal t' I d t y rca a a reported below were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Da Rev. 10 04/03/13 VEOLIA ENVIRONMENTAL SERVICES MENOMONEE FALLS FACILITY LABORATORY - Wisconsin Certification # 268201120 W124 N9451 Boundary Rd. Menomonee Falls, WI 53051 WASTE ANALYSIS REPORT This report is intended for the sole use and benefit of Veolia Environmental Services and its companies. No representation concerning significance of the reported data is made to any other person or entity. SAMPLE INFORMATION Sample ID Number and Generator: 137-35-861 CITY OF WATERLOO (WHITE SOLID) #16 Sampler: BJ Sample Size: 4 OZ Sampling Date: 11/17/2016 Waste Profile Number: Sample Receipt Date: 11/17/2016 PARAMETER CODE METHOD # LOQ RESULT INITIALS DATE Physical Appearance PA ASTM D4979-89 CC 11/18/2016 Layers: 1 % liquids: 0% Incidental Odor: ❑ °F °F strong ❑ mild ❑ none Color: (layer 1) WHT/GRAY (layer 2) Lyr 1: ! ✓ solid ❑ Liquid ❑ semi solid Turbidity: ❑ clear . cloudy opaque Viscosity::❑ low ❑ ❑ medium high Lyr 2; ❑ solid D liquid ❑ semi solid Turbidity: !— clear L cloudy ❑opaque Viscosity:: :. low ❑ medium ❑ high Water Mix WMIX ASTM D5058-90 Lyr 1: i— soluble ✓ partial ❑ insoluble LH sinks ✓1 floats y: j g Reactivit � ne ative[ 1 positive pT= 0 Lyr 2: -' soluble ❑ partial ❑ insoluble r floats sinks C Reactivit � Y: ❑negative❑', positive pT= pH - Paper pHPA ASTM D4980-89 12 SU (lyr 1) SU (tyr 2) Das recvd `.i110% solution Oxidizer Screen OX-S ASTM D4981-89 Flammability Potential IGN ASTM D4982-89 ✓ �-� negative positive negative ❑ pos < 140 °F (lyr 1) ❑ negative ❑ pos < 140 °F (lyr 2) ❑pos > 140 °F ❑ pos > 140 °F Radio Activity Screen RAD CWM 92-36 ❑ eql bkg ❑> background Sulfides Screen S-S ASTM D4978-89 25 ppm �l Cyanides -Prussian ,, ....E negative Fri positive Y CN-SP ASTM D5049-90 30 ppm ✓ negative al positive Cyanides - Cyantesmo CN-SC ASTM D5049-90 10 ppm fLi negative Paint Filter 9 ❑positive Test OPFT SW846 9095 pass j ! {ail I Water Content KF ASTM E 203 % Chloride Cl- 325.3 mg/L Sulfides - Dissolved S-DIS CWM 85-31 25 ppm BTU BTU CWM 89-37 BTU/lb pH by Meter pH ASTM D4980-89 12.3 SU (lyr 1) SU (lyr 2) CC 11/18/2016 Flashpoint- Closed Cup FPCC SW846 1010 °F °F PCBs: PCB SW846 8082 Aroclor 1016 ppm Aroclor 1221 ppm Aroclor 1232 ppm ----....—._. Aroclor 1242 ppm Aroclor 1248 ppm Aroclor 1254 ppm Aroclor 1260 ppm Metals: Arsenic AS(-T) SW846 1311 0.28mg/L mg/L ❑ Tclp IliTotals (minus Hg) Barium BA(-T) SW846 1311 0.08mg/L mg/L Beryllium BE(-T) SW846 1311 0.12mg/I mg/L Cadmium CD(-T) SW846 1311 0.09mg/L mg/L Chromium CR(-T) SW846 1311 0.14mg/L m9 /L Copper CU(-T) SW846 1311 0.15mg/L mg/L Lead PB(-T) SW846 1311 0.25mg/L mglL Mercury HG(-T) SW846 7470 1.21pg/L NickelNgIL ❑ Tclp ❑Totals (Hg only) NI(-T) SW8461311 0.08mg/L mg/L Selenium SE(-T) SW846 1311 0.28mg/L mg/L Silver AG(-T) SW846 1311 0.10mg/L mg/L Zinc ZN(-T) SW846 1311 0.13mg/L mg/L COMMENTS: CERTIFICATION: Except as explicitly noted all anal tical dat rt d b y a repo a elow were obtained under my direction and supervision. For Veolia Environmental Services companies, sample preparation and analytical methods and analytical equipment specified or approved in the facility's waste analysis plan were used in conducting this analysis. This laboratory follows a quality assurance control program. SIGNATURE: This document is uncontrolled when printed. Name: Bill Banks (or other designated person) Dap rat: •191 ev. 1 0 04/03/13 VEOLIA DISPOSAL RECOMMENDATIONS Page 183 of 191 OVEOLIA 1. Sample #1 • Red Liquid, Diesel • Combustible liquid, recommended for fuels -blending and waste -to -energy 2. Sample #2 • Orange Liquid • Flammable Liquid, recommended for fuels -blending and waste -to -energy 3. Sample #3 • Oil, Water Mix • Non -PCB containing oil, recommended for oil blending and waste -to -energy 4. Sample #4 • Cont. Water • 90% liquid mixture, recommended for dust solidification and landfill 5. Sample #5 • Sand • Neutral pH solid, recommended for non-haz stabilization and landfill 6. Sample #6 • Red Liquid • Neutral pH liquid, recommended for dust solidification and landfill 7. Sample #7 • Red Liquid • Combustible liquid, recommended for fuels -blending and waste -to -energy 8. Sample #8 • Acetone, Oil Mix • Non -PCB oil mixed with flammable solvent, recommended for fuels -blending and waste -to -energy 9. Sample #9 • Sand • Neutral pH solid, recommended for non-haz stabilization and landfill Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 184 of 191 0 10. Sample #10 • Oil • Non -PCB containing oil, recommended for oil blending and waste -to -energy 11. Sample #11 • Oil • Non -PCB containing oil, recommended for oil blending and waste -to -energy 12. Sample #12 • Water Cont. • 90% liquid mixture, recommended for dust solidification and landfill 13. Sample #13 • White Solid • Neutral pH solid, recommended for non-haz stabilization and landfill 14. Sample #14 • White Solid • Neutral pH solid, recommended for non-haz stabilization and landfill 15. Sample #15 • White Solid • Neutral pH solid, recommended for non-haz stabilization and landfill 16. Sample #16 • White Solid • Solid with pH of 12, recommended for incineration Veolia North America W124 N9451 Boundary Road Menomonee Falls, WI 53051 tel. +1(262)255-6655 fax +1(262) 255-7990 www.veolianorthamerica.com Page 185 of 191 CITY OF WATERLOO Council Communication Housing Authority Board meeting minutes of March 23, 2020. City Council Meeting: 4/27/2020 Prepared: 4/20/2020 REVIEWERS: Department Reviewer Action Date Housing Authority Dawson, Julie Approved 4/20/2020 - 5:56 PM Clerk Office Higby, Nancy Approved 4/21/2020 - 11:08 AM ATTACHMENTS: Description Type Housing Authority Board meeting minutes of March 23, Cover Memo 2020 SUBJECT: Housing Authority Board meeting minutes of March 23, 2020. Submitted by: Submitted By: Julie Dawson, Director Recommended Action: None Summary Statement: Housing Authority Board meeting minutes of March 23, 2020 Expenditure Required: None Source of Funds: None Policy Issue: None Alternative: None Background Information: None Page 186 of 191 WATERLOO HOUSING AUTHORITY, Governing Board Meeting Minutes Monday, March 23, 2020 at 4:45 PM (Zoom Meeting) Harold E. Getty Council Chambers — Waterloo City Hall Members Present: Juon, Klein, Grieder, Feuss, Amos, Boesen, Morrissey The meeting was called to order at 4:45 p.m. by Chairperson Klein. Motioned by Greider, seconded by Amos, to approve the Agenda, and the minutes of the January 21, 2020 meeting as proposed. Ayes: All Motion Carried Old Business Motioned by Morrissey, seconded by Amos, to receive and file proof of publication of notice of public hearing for the Waterloo Housing Authority's FY2020-2024 5-Year and 2020 Annual Agency Plans and the Revised Capital Fund 5- Year Action Plan for Improvements at Ridgeway Towers. Ayes: All. Motion Carried. HOLD HEARING — No comments on file. No comments from the public. Motioned by Morrissey, seconded by Amos, to close the hearing. Ayes: All. Motion Carried. Motioned by Morrissey, seconded by Amos, to approve the Waterloo Housing Authority's 5-Year and Annual PHA Plans, including the revised Capital Fund 5-Year Action Plan. Ayes: All. Motino Carried. New Business Motioned by Juon, seconded by Morrissey to authorize the renewal of a 28E Agreement with the Iowa Department of Inspections and Appeals for Fraud Investigations. Ayes: All. Motion Carried. Motioned by Juon, seconded by Morrisey to authorize the expenditure of up to $100,000 from the Administrative Fee Reserve (UNP) for Housing Assistance Payments during CY2020, should the Housing Authority experience a shortfall in HUD funding. Ayes: All. Motion Carried. Motioned by Juon, seconded by Fuess to place on file the Housing Authority report including the Leasing, HAP, and Administrative Fee Utilization Report. Ayes: All. Motion Carried. Motioned by Greider, seconded by Amos to adjourn the meeting at 4:54 p.m. Ayes: All. Motion Carried. JW Page 187 of 191 CITY OF WATERLOO Council Communication February 2020 Community Development Board Meeting minutes. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Action Date Community Development Jones, Rudy Approved 4/22/2020 - 10:07 AM Clerk Office Higby, Nancy Approved 4/22/2020 - 10:10 AM ATTACHMENTS: Description Type ❑ February 2020 Board Meeting Minutes Cover Memo SUBJECT: February 2020 Community Development Board Meeting minutes. Submitted by: Submitted By:Rudy D. Jones, Community Development Director Recommended Action: approval Page 188 of 191 MINUTES COMMUNITY DEVELOPMENT BOARD MEETING February 18, 2020 The regular meeting of the Community Development Board was held in the council chambers at City Hall at 715 Mulberry Street, Waterloo, Iowa at 4:00 p.m. on Tuesday, February 18, 2020. Members present: Cody Leistikow, Cam Campbell, John Chiles, and Angela Weekley Members absent: Felicia Carter and Jenna Northey Also present: Rudy D. Jones, Community Development Director; Anita Rousselow, Administrative Secretary; Angie Fordyce, Community Development Coordinator; Jerome Amos and Ray Feuss, City Council Liaisons; Felicia Smith-Nalls, Neighborhood Services Coordinator; Michelle Jungers, Iowa Legal Aid A. APPROVAL OF THE AGENDA FOR FEBRUARY 18, 2020 Chairperson John Chiles asked for a motion to approve the agenda. It was proved by Weekley and seconded by Leistikow to approve the agenda. Motion Carried. B. APPROVAL OF THE MINUTES FOR THE REGULAR MEETING AND PUBLIC HEARING MINUTES ON JANUARY 14, 2020 Chairperson John Chiles asked for a motion to approve the minutes. It was moved by Weekley and seconded by Campbell to approve the minutes for January 2020. Motion Carried. C. OLD BUSINESS 1. Staff Updates and Training New team members are getting training that relates to the lead grant. 2. Lead Grant Update Fordyce explained that the LOCCS draw will be up to date by the end of March. Benchmarks are stilt lagging. D. NEW BUSINESS 1. Guest Speaker- Michelle Jungers- Iowa Legal Aid Ms. Jungers talked about the eviction rates in Waterloo as opposed to other cities in Iowa. She explained the eviction epidemic and also explained that most renters are not familiar with the laws or the rights they have as renters. 2. Endorse Rehabilitation Contracts for January 2020 Chairperson John Chiles asked for a motion to approve the contracts. Campbell made a motion to table the approval of the contracts for January as some information was missing on the spreadsheet and this was seconded by Leistikow. 3. Neighborhood Services A report was handed out to the board. 4. Discussion of Subcommittee Recommendations Jones explained that the committee recommendations were based upon the Consolidated Five Year Plan and what best served the housing needs in Waterloo. E. DISCUSSION ITEMS ADJOURN MEETING Chairperson John Chiles asked for a motion to adjourn the meeting. Motion to adjourn was made by Weekley and Leistikow seconded that motion. Meeting adjourned. Respectfully submitted, Board Secretary Page 189 of 191 CITY OF WATERLOO Council Communication February 2020 Community Development Board Public Hearing minutes. City Council Meeting: 4/27/2020 Prepared: 4/22/2020 REVIEWERS: Department Reviewer Action Date Community Development Jones, Rudy Approved 4/22/2020 - 10:08 AM Clerk Office Higby, Nancy Approved 4/22/2020 - 10:10 AM ATTACHMENTS: Description Type ❑ Public Hearing Minutes February 2020 Cover Memo SUBJECT: Submitted by: Recommended Action: February 2020 Community Development Board Public Hearing minutes. Submitted By:Rudy D. Jones, Community Development Director approval Page 190 of 191 MINUTES COMMUNITY DEVELOPMENT PUBLIC HEARING February 18, 2020 The 2nd Public Hearing of the Community Development Board was held in the Mollenhoff Room, 715 Mulberry Street, Waterloo, Iowa, and called to order by Chairperson John Chiles at 5:00 p.m. on Tuesday, February 18, 2020. Members present: Cody Leistikow, Angela Weekley, Cam Campbell and Chairperson John Chiles Members absent: Felicia Carter and Jenna Northey Also present: Rudy Jones, Community Development Director; Angie Fordyce, Community Development Coordinator; Anita Rousselow, Community Development Administrative Secretary; Felicia Smith-Nalls, Neighborhood Services Coordinator; Jerome Amos and Ray Feuss, Council Liaisons; Barb Prather, Northeast Iowa Food Bank; Tim Jamison, Waterloo Courier; Rosetta Murray and Roxanne Mobley A. APPROVAL OF THE AGENDA. Chairperson Chiles explained that the purpose of this 2nd public hearing is to receive Citizen Input into the CDBG and HOME application funding process for the FY2021 Consolidated Plan One -Year Action Plan. It was moved by Weekley, and seconded by Leistikow, to approve the Agenda for The 2nd Public Hearing to receive Citizen Input on the application process for CDBG and HOME program funding for the FY2021 Consolidated Plan One -Year Action Plan. Motion carried. B. MOTION TO RECEIVE AND PLACE ON FILE AFFIDAVIT FOR PROOF OF PUBLICATION FOR NOTICE OF PUBLIC HEARING It was moved by Leistikow, and seconded by Weekley, to receive and place on file the copy of the affidavit for proof of publication for Notice of 2nd Public Hearing that was a display advertisement published in the Courier on Sunday, February 9, 2020. Motion carried. C. MOTION TO OPEN THE PUBLIC HEARING It was moved by Campbell, and seconded by Leistikow, to open the Public Hearing. Motion carried. Barb Prather, Northeast Iowa Food Bank, thanked the board for their past funding and thanked the subcommittee for recommending the funding amount of $15,000 for FY21. She explained every penny helps and she invited the board to come tour the facility. D. MOTION TO CLOSE THE PUBLIC HEARING It was moved by Campbell, and seconded by Weekley, to close the Public Hearing. Motion carried. E. MOTION TO AUTHORIZE PUBLICATION OF 30 DAY COMMENT PERIOD FROM MARCH 1THROUGH MARCH 31 AND SUBMIT RECOMMENDATIONS TO THE CITY COUNCIL FOR A PUBLIC HEARING ON APRIL 20,2020 It was so moved by Leistikow, and seconded by Weekley. Motion carried. F. MOTION TO ADJOURN Motion was made by Campbell, and seconded by Leistikow to adjourn the meeting. Motion carried. Meeting adjourned Respectfully submitted, Cody Leistikow Page 191 of 191