TOWN OF WELLINGTON 3735 CLEVELAND AVENUE P.O. BOX 127 WELLINGTON, CO 80549 TOWN HALL (970) 568-3381 FAX (970) 568-9354
BOARD OF TRUSTEES March 28, 2017 LEEPER CENTER – 3800 WILSON AVE.
WORK SESSION – 7:00PM Operating Procedures for the Board
REGULAR MEETING – 7:30 PM
AGENDA CALL TO ORDER - PLEDGE OF ALLEGIANCE ROLL CALL ADDITIONS TO OR DELETIONS FROM THE AGENDA CONFLICTS OF INTEREST PUBLIC TO BE HEARD ON NON-AGENDA ITEMS (time limit of 3 minutes per item)
CORRESPONDENCE AND MINUTES FROM COMMITTEES AND BOARDS • Wellington CAC Minutes for February 21, 2017 • Wellington Housing Authority Board Minutes for December 1, 2016 • Larimer County Sheriff's Report for March
PRESENTATIONS Community Report – Lew Gaiter
CONSENT AGENDA 1. Board of Trustee Minutes for March 14, 2017 2. Board of Trustees Minutes for Special Meeting March 4, 2017 3. Girls Scout Painting of Trash Cans 4. Town Hall Mural Costs
NEW BUSINESS 1. Public Hearing – Johnson Annexation a. Resolution 8-2017 b. Ordinance 3-2017 2. Ordinance 4-2017 Conditional Use – Nail Salon at 8136 Second Street 3. Award Design Work – Water Plant Expansion Plan 4. Discussion – Park Impact Fees for Boxelder Commons Multifamily 5. Letter to Poudre School District 6. Letter to Department of Local Affairs – Town Hall 7. Discussion - Uniform Water Capital Investment Fee 8. Boxelder Stormwater Authority 2016 Billing & Cap on Wellington Contributions 9. Employee Matters 10. Bills for Approval 11. Town Attorney Update 12. Town Administrator Update
SCHEDULING OF WORK SESSIONS OTHER 13. Executive Session - Negotiating Strategies & Employee Matters
ADJOURN WELLINGTON CAC BORD MEETING FEBRUARY 21ST, 2017 6PM AT THE LEEPER CENTER. 3800 WILSON AVE.
BOARD MEMBERS PRESENT: Brian Graves Chairman, Linda Kinzli Vice chair, Bob Williams Treasurer, Trudy Patterson Secretary. Matt Michels Trustee. GUEST'S: Hanna, Suzanne Noyer, Ashley Macdonald, Linda Anderson, Shawn Urban, Sara Stoles. From the PANDEROSA PROMENADERS,Tom Miller, Kathy Miller, Greg Hickman. CALL TO ORDER: Brian called the meeting at 6:02 PM. Minutes were read and approved by all.
TREASURERS REPORT: a revised budget was presented to Matt Michels for funding request. Matt will bring this to the Town Trustees at their next meeting. OLD BUSINESS: Valentines Dance was awsome some 80 people. Good Job.
NEW BUSINESS: Greg Hickman from the Promenaders asking to orginize classes for the public at the Senior Center . After a lenghty discussion with the CAC Board recommends their request. Bob sent a letter to Matt Michels and the CAC Board about this request.
PLANNING THE 4TH OF JULY: Event location no change. Brian has various plans he will present at the next meetings. TOWN WIDE CLEAN UP: was discussed by Ashley set for May 20th, from 9:30 to 10:30 . Fliers are made up and there will be more at the next meeting. OTHER: Linda Anderson asked the CAC Board if they could back up the Wellington Community Band. Bob made the motion endorsing the band through CAC to support them. Matt second and yeas by all.
The Board memebers voted on changing the day for our meetings. All agreed to the first Tuesday of the month 6 PM at the Leeper center.
Brian adjourned the meeting at 7:41PM all agreed.
RESPECTFULLY SUBMITTED, WELLINGTON COMMUNITY ACTION COMMISSION
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Saturday, February 04, 2017 - 615 615 off off Sunday, Februaryo5, 2017 615 615 off off
Monday, February 06, 2017 off - off - 615 615
Tuesday, February - 07, 2017 450 Holiday off 615 — 615 Wednesday, February 08, 2017 off 540 K9training 615 615 Thursday, February 09, 2017 off DUI Shift 615 615 Friday, February 10, 2017 615 615 off off
Saturday, Februaryll, 2017 — 615 - - 615 off off
Sunday, - — February 12, 2017 615 615 off — off
Monday, February 13, 2017 - 615 615 off off Tuesday, February 14, 2017 615 V 615 540 Training 450 Training Wednesday, February 15, 2017 off off 675 615 Thursday, February 16, 2017 off off V 615 V 615 V V
Friday, February 17, 2017 off - off V 615 615 V Saturday, February 18, 2017 off off 615 615 V
February - Sunday, 19, 2017 off off 615 - 615
Monday, - February 20, 2017 615 sick 615 off - V off
Tuesday, February 21, 2017 615 sick - 735 off 315 HNT/court Wednesday, February 22, 2017 615 sick 495 off 450 Holiday Thursday, February 23, 2017 615 615 V Holiday 450 Holiday off Friday, February 24, 2017 - off off 615 — - 615 Saturday, February 25, 2017 off off 615 — V V —
Sunday, February 26, 2017 - off off 615 V 615 VV
Monday, February 27, 2017 - 330 Training off 510 615 - — V
Tuesday, February 28, 2017 - off 315 Training 615 615 V
Total 9480 9600 10005 10395
Monthly Total Minutes: 39480.00 Monthly Total Hours: 658.00 YTD Minutes 81645.00 YTD Hours 1360.75 LARIMERCOUNTYSHERIFF’SOFFICE
CALLSFOR SERVICE SUMMARYREPORT (For Wellington) 2/1/2017 to 2/28/2017
Callsfor Servicefor indicated date range (A-i) Total Callsfor Service for indicated date range (K-Z) Total Total Lost Property 2
Alarm Calls 7 Missing Person (ChildlAdult) 2 Motor Vehicle Accident 6 Animal Calls 1
Noise\Party Complaint I Arson 1
Assault 3 Pedestrian ContacUSu bject Stop 3
Assist Other Agency(Fire/MedicalILEIetc) 19 Private Tow 1
Burglary 2 REDDI Report 1 School Check 11 Child abuse 1 —.. Citizen Assist 28 Sex assault 1
Civil 17 Suicide 1
Criminal Mischief 4 Suspicious Circumstances 24 Theft 5 Death Investigation 1 9 Disturbance 5 Traffic Problem Traffic Stop 36 Drug case 1 Trespass 2 DUIArrest 1 VIN Check 4 Extra Checks & Business Checks 133
Family Problems 3 Warrant AttempUArrest 5
Follow up 27 Welfare Check 1 1
Found property 2
Fraud 2
Harrassment 13
Juvenile Problem 2
3/13/20 17 PCARSCaII-CallsforSerwce Summary_Contract Cities 1 LARIMER Co UNTYSHERIFF’S OFFICE
Wellington Calls for Service and Patrol Time Report (For Non-Wellington Officers) 2/1/2017 to 2/28/2017
**Thjs report will not calculate time prior to April 1, 2014**
***officers excluded from the report data: 958, 9E64, 9E54, 9E56, 9E7, 9E59, 9E33
Wellington Time: Time on Calls and Patrolling (minutes/Hours) - Non-Wellington Units - 2/1/2017 to 2/28/2017
Total CalllContact Patrol Time Minutes Time Hours
Total Minutes 8,341.00 6,725.00 1,616.00 Call/Contact Time: Timespent on dispatched or self Hours 139.02 112.08 26.93 initiated calls and person or vehicle contacts.
Februa Minutes 8,341.00 6,725.00 1,616.00 Patrol Time: Time spent patrolling in the Town when rv2017 Hours 139.02 112.08 not on a specific call or contact. Wellington Time Broken Down to Specific Officers (minutes)
Total February
Total 8,341.00 8,341.00
9A30 81.00 81.00
9A31 296.00 296.00
9A62 39.00 39.00 9B24 1.00 1.00
9B25 104.00 104.00
9B39 134.00 134.00
9B51 43.00 43.00
9B58 206.00 206.00
9B6 895.00 895.00
9C17 9.00 9.00
9C18 44.00 44.00
9C32 26.00 26.00
9C43 24.00 24.00
9C57 315.00 315.00
9C63 684.00 684.00
9C68 51.00 51.00
9C74 80.00 80.00 9E66 13.00 13.00
9K913 348.00 348.00 9K946_ 107.00 107.00
9K95 205.00 205.00
9N41 23.00 23.00
9N49 123.00 123.00 9S14 28.00 28.00 9S16 21.00 21.00 9S18 177.00 177.00 9S2 62.00 62.00 9S27 308.00 —-_308.00 9S42 180.00 180.00 9SC4 17.00 17.00
9T912 4.00 4.00 Total February
9T914 205.00 205.00 9T934 59.00 59.00 9T936 2,801.00 2,801.00
9Z17 100.00 100.00
9Z26 129.00 129.00
9Z43 214.00 214.00
9Z51 185.00 185.00
3 *iR. CQ& ... 4. , 111’L Larimer County Sheriff’s Office : Ø:) Investigator Hours by Town\Squad\Offlcer Date Range: 2/1/2017 to 2/28/2017 - P %rFF, q!
rotal Total 28.17
. Wellington 28.17 LIPE 14.2E L05003 1 L07016 6.5C L97020 O.OC L99001 O.OC LIPR 13.92 L05002 6.42 L86003 4.5C L91009 3.OC BOARD OF TRUSTEES REGULAR BOARD MEETING March 14, 2017
Following a joint work session with the Fire Department the Regular Board Meeting was called to order at 7:30 p.m. March 14, 2017 at the Leeper Center 3800 Wilson Ave, Wellington CO.
TRUSTEES PRESENT: WYATT KNUTSON, TRAVIS HARLESS, ASHLEY MACDONALD, DANIEL SATTLER, TIM SINGEWALD and MATT MICHEL (arrived at 7:32pm)
TRUSTEES ABSENT: PAUL COX,
PRESIDING: TIM SINGEWALD, MAYOR
ALSO PRESENT: LARRY LORENTZEN, TOWN ADMINISTRATOR CYNTHIA SULLIVAN, DEPUTY CLERK JIM MILLER, PUBLIC WORKS SUPERINTENDANT PATTY LUNDY, ADMINISTRATIVE ANALYST BRAD MARCH, TOWN ATTORNEY DON SILAR, TOWN ENGINEER
Additions to or deletions from the agenda Mayor Singewald suggested placing an item on the agenda regarding Personnel Issues.
TRUSTEE SATTLER MOVED AND TRUSTEE KNUTSON SECONED to add Personnel Issues to the agenda as item 3.5. Roll call was taken Trustees Knutson, Harless, Sattler, and Mayor Singewald voted for. Trustees Michel and Macdonald abstained.
Conflicts of Interest None
Public to be heard on non-agenda items. John Chismar, of 3900 Mount Baker, asked if an election could be based on a percentage of voter turnout. Mayor Singewald said that would probably not be legal, but the town would be doing more advertising and on social media for the next election.
Correspondence and Minutes from Committees and Board Letter from Eric Merkner regarding blowing dirt from Sage Meadows Wellington CAC Minutes for January 16,2017 Parks Advisory Board Minutes from January 17, 2017 Municipal Court Report for March 1, 2017
Consent Agenda 1. Board of Trustee Minutes for February 28 2017 2. Board of Trustee Minutes for Special Meeting February 27, 2017 3. Purchase Request – Air Compressor – Parks and Streets 4. Purchase Request – Utility Vehicle with Groomer – Recreation 5. Resolution 6-2017- Adopting Amended Personnel Policy 6. Resolution 7-2017 – Supporting the School District for School Construction 7. CAC Amended Budget Request
TRUSTEE MACDONALD MOVED AND TRUSTEE SATTLER SECONDED to approve the consent agenda. Roll call was taken and the motion passed Trustee Harless voted against.
Regular Board Meeting March 14, 2017 Page 2 NEW BUSINESS 1. ECI Community Park Update – Completion, Warranty and Partial Retainage Release – Ted Johnson Ted Johnson, representing ECI, said they are in the process of doing the warrantee work on the drainage issues and seeding. They met last week with staff and will be addressing the playground surface and fix some patches. There are two slides that will be replaced in mid-April. He said as soon as the irrigation system is charged they will be replacing the grass north of the ball fields with sod. There are some trees and shrubs that Bath would be replacing this spring. Mayor Singewald mentioned the grass around the ball field looking bad. Mr. Johnson said they would like to change that to a sport mix because they have better results. Trustee Macdonald asked why there was sand on the fields. Mr. Miller said that is a top dressing that is used for leveling. There was discussion about the tree and paint vandalism. Mayor Singewald mentioned the painting of the pump house and the removal of weeds around the pond. Mr. Lorentzen said that would be done by public works and was not part of ECI’s contract. Trustee Michel said the rocking boat had an issue with the metal plats separating and causing injuries. Mr. Lorentzen said that the bolts had broken and have been fixed. Mr. Johnson said he would check on it and contact Children’s Play Structures.
Mr. Lorentzen said on the bills for approval there is a request for partial release of the retainage. Mr. Johnson said he was leaving some to cover the seeding by Bath. There would still be about $30,000.00 held as retainage. Retention release was part of the bills for approval.
Presentations Boys and Girls Club – Kathi Wright – Introducing VP of Development & Communications and Update on Building.
Ms. Wright talked about the growth of the Wellington Club. She reviewed the progress on the building fund for the new facility. They would like to break ground in September. She introduced Margaret Bachrach the VP of Development and Communications. Ms. Bachrach gave her background with fund raising for youth services around the Denver area. She will be working on the raising funds for the current services and for expanding clubs.
Mayor Singewald mentioned the good job that Rob is doing as unit director. Ms. Wright said she would be taking him to the National Boys and Girls Club of America convention in May.
2. Update – Utility Reading Equipment Upgrade and Meter Replacement Mayor Singewald said this item was on the last agenda and the Board approved part of the request. The Board had requested additional information.
Ms. Lundy said the initial order for software and a few units has been placed and should arrive by the end of next month. She said the new meter we would purchase could be upgraded from remote read to the AMI system (radio read). She said to change to a radio read system we would need additional software and do a study to see how many radio towers we would need. We would have a monthly fee with the radio read system. Regarding shut offs a new meter is coming out in July that would allow us to shut off the water from the vehicle or from the office if we have a radio read system. Those meters would be about double the cost. They did suggest just putting those on a few homes. Ms. Lundy estimated that we might need about 260 units. Mr. Lorentzen said they would probably be used for rental units that have high turnover rates. Ms. Lundy said her estimate was on units that have meters set in basements, backyards, crawl spaces and ally access. There was a discussion about how to look at problem areas. Ms. Lundy said she had originally wanted to start with old town, but is now looking at the age of the meters. She is gathering more data and would come back to the board when she knows how many meters need to be Regular Board Meeting March 14, 2017 Page 3 changed out. She said there is money budget for new service meters, but it will cost more to install the new meters. Mayor Singewald said the tap fees offset those meters. Mr. Lorentzen said a rate study could be done to adjust the tap fees to account for the meters. Ms. Lundy said she ordered an additional 157 radios for meters we installed last year. That would be $23,000.00. She said there is a budget item of $10,000.00 for replacement meters. She would like to replace approximately 20. She will be working with Mr. Wilson and Mr. Quarles to setup a schedule for the replacements.
No action was needed.
3. Update – Boxelder Stormwater Authority Mayor Singewald said he has been attending the Boxelder Basin Regional Stormwater Authority meetings and they are trying to figure out how to financially get through this year. He has met with the finance representative from Fort Collins about setting a cap on the fees that Wellington will need to contribute. He was contacted by Jerry Horack to have a meeting on the fee cap. He asked when the report on last year’s collected fees would be ready. Mr. Lorentzen said the residential fees are done. He needed to check a couple of the commercial fees, but should have it all complete by the end of this week.
Mayor Singewald said this might be an item for executive session at a future meeting to discuss a settlement. He said Mr. Kahn had suggested submitting an amount and a drop dead date for the fee cap.
Mayor Singewald mentioned an issue with the report from Pinacol regarding annual administration and maintenance fee.
There was discussion about the Day loan issues.
3.5 Personnel Issues Mayor Singewald said the board and a citizen group interviewed five candidates. They would like to reduce that to two candidates and post the finalists.
TRUSTEE SATTLER MOVED AND TRUSTEE KNUTZON SECONDED to reduce the candidates to Andi Welsh and Ed Cannon. Roll call was taken and the motion passed unanimously.
4. Bills for Approval
March 14, 2017 Lyons Gaddis $ 886.50 E-Z Pour 1,185.00 Mac Equipment 1,635.00 Seacrest Group 1,814.00 Motion Industries 1,883.83 March, Olive & Pharris 6,195.00 O.J. Watson Equipment 23,579.00 Dellenbach Motors 24,765.00 Stantec 29,773.45 ECI Site Construction Management 50,701.01 $142,417.79
TRUSTEE MACDONAL MOVED AND TRUSTEE KNUTSON SECONDED to approve the bills in the amount of $142,417.79. Roll call was taken Trustees Knutson and Michel voted for and Trustees Harless, Macdonald, and Sattler voted against Mayor Singewald asked for an explanation for the no votes. There was a consensus that the ECI bill should not be paid. Mayor Singewald voted against the motion failed. Regular Board Meeting March 14, 2017 Page 4 TRUSTEE MACDONALD MOVED AND TRUSTEE SATTLER SECONDED to approve the bills minus the ECI bill in the amount of $91,716.78. Roll call was taken and the motion passed Trustees Michel voted against.
5. Town Attorney Update Mr. March said he did not have a report.
6. Town Administrator Update Mr. Lorentzen updated the Board on the following: Needs to RSVP for the March 29th Larimer County Elected Officials meeting. Meeting with Brendan Phillips of the School District about the possible land purchase. Complaints with dust from last wind storm. Interest in development of the property north of the Wellington Business Center on the Corner of GW Bush and Sixth St. Possible development on Owl Canyon Road. Discussion on possibility of annexations and purchase of land. Bore for Garfield – Get started between April 1st and 10th Garfield Project Tom Knostman is working on the specs for the Old Town Paving Project.
Mayor Singewald asked where we are at with the piping on Forth under Cleveland. Mr. Silar said we turned in the drainage report. There was discussion about why we are upsizing the pipe and how it would drain on the south side. Mayor Singewald asked Mr. Silar to check back with CDOT.
Scheduling of Work Session Work session 7:00pm – Operating Procedures for the Board
Other Trustee Michel asked for an update on the trail from Wellington Point to the Community Park. Mr. Lorentzen said they started on the path and then we had some freezing weather. Mr. Miller said they would be working on that the beginning of next week.
Trustee Macdonald asked where are we with the transportation survey. Mr. Lorentzen said he would have to check with Mr. Abbott.
Trustee Macdonald said she would like to be placed on the rotation for the staff meeting. Mayor Singewald said he would make sure she was on it.
Trustee Sattler asked if the candidates list would be posted tomorrow. Mr. Lorentzen said it would be posted in our normal locations and on the website.
Trustee Sattler said at the last EDC meeting they are working on expanding the enterprise zone.
Mayor Singewald gave an update on the following: Meetings he attended. Bison Water meeting with Mr. Harless and Mr. Ditezler. CDOT meeting with Mr. Silar, the issues discussed were the overpass, drainage, trail under Cleveland and striping issues. Regular Board Meeting March 14, 2017 Page 5 North Weld meeting with Mr. Lorentzen and Mr. Silar. Boxelder Basin Regional Stormwater Authority meeting about fee cap. North Poudre Board meeting – to change agreement American Society of Civil Engineers (ASCE) meeting – Speaker Tom Cech did a presentation on Water History. Boxelder follow up. Fort Collins water – met with Farnsworth Engineering
Meeting coming up this month. Poudre School District Meeting March 21st. (posted) He said Fort Collins Board also has a meeting that night and will be discussing Stormwater. Meeting with Don Sandoval from DOLA March 22nd. Underground water users Association meeting at ARDEC March 24th. County Commissioner Meeting March 29th (posted) He gave a list of the topics for the meeting. Mr. Wilson provided some financial modeling information from other communities.
Mayor Singewald asked about the article in the Newsletter about Mr. Lorentzen’s leaving. There was discussion about this.
Trustee Harless said the Main Street Program had a community input meeting about the downtown and the direction residents would like to see it developed. They had a meeting with the DOLA Representative. He recommended getting the report on the survey out when it is done.
Executive Session Personnel Issues
Mr. March said this would be recorded and a determination at the end of the meeting on whether the recording would need to be saved. The Board would go into executive session pursuant to CRS§24-6- 402(4e), (4f), (4a), (4b), (4d.5).
TRUSTEE HARLESS MOVED AND TRUSTEE SATTLER SECONDED to go into executive session. Roll call was taken and the motion passed unanimously.
The Board went into executive session at 9:04pm.
TRUSTEE SATTLER MOVED AND TRUSTEE KNUTSON SECONDED to come out of executive session at 9:56pm. Roll call was taken and all members were present except Trustee Cox.
Mr. March said the Board came out of executive session. No decisions were made. He suggested that the recording be saved for 30 days. The issues discussed were relative to negotiations, attorney communications and personnel matters in accordance with CRS§24-6-402(4).
TRUSTEE HARLESS MOVED AND TRUSTEE MICHEL SECONDED to adjourn the meeting. Roll call was taken and the motion passed unanimously. Meeting adjourned at 9:58pm.
Respectfully submitted:
Cynthia Sullivan, CMC Deputy Town Clerk Board of Trustees Special Board Meeting March 4, 2017
The Special Meeting was called to order at 8:30 am. Board Members present were; Tim Singewald, Wyatt Knutson, Ashley Macdonald and Dan Sattler. Travis Harless arrived shortly after the roll call was taken. Matt Michel and Paul Cox were absent.
Community Members in attendance; Bert MacCaffrey, Brian Graves, Wendy DuBord, Wendell Nelson, Gary Green, Heather Zadina and Rick Freeman. Jerry Williams and Sue Eaton represented KRW Associates. Candidates to be interviewed; Lyn Boswell, Ed Cannon, Ann Capela, Mark Roath and Andi Welsh.
Trustee Macdonald made the motion and Trustee Sattler seconded that the Board go into Executive session at 8:35 am for the purpose of employee maters as allowed by C.R.S. 24-6-402 (4) (f) with the session electronically recorded. The electronically recorded record of the executive session shall be retained for at least ninety days after the date of the executive session as provided for by C.R.S. 24-6-402 (2) (d.5) (II) (E). Mayor Singewald read a statement as to the confidentiality of the executive session. The motion passed unanimous.
Trustee Sattler made the motion to come out of executive session at 4:21 pm. Trustee Harless seconded and the motion passed unanimously. Mayor Singewald restated that the session was for Personnel matters and affirmed that no decisions were made.
Trustee Sattler made the motion to adjourn the Board Meeting at 4:22 pm, Trustee Knutson seconded and the motion passed unanimously. Meeting Adjourned
Respectfully submitted:
Tim Singewald Town of Wellington, Mayor AGENDA ITEM SUMMARY SHEET Town Board Meeting –March 28, 2017
ITEM #: 3 (Consent Agenda)
SUBJECT: PAB approval of purchase and use of alternate trash receptacles for Girl Scout project
RECOMMENDATION: Approve purchase of two (2) trash cans in amount of $1600 for Girl Scout Troop 4291 Team Community Project for painting and placement near I-25 underpass
SUMMARY: Girl Scout Troop 4291 presented their Team Community Project at the February 2017 Parks Advisory Board meeting. The Troop sought permission to decorate and install 50-gallon trash cans along the bike path between Rice Elementary and the I-25 underpass. This community project would help the Troop earn their Bronze Award. Due to the Town’s Design Standards, the 50-gallon drums would not be appropriate, but the PAB discussed and approved purchasing trashcans at the March 2017 meeting for the Troop to decorate and install. The PAB standard trash receptacle from DuMor is shown below as Receptacle 84. The PAB voted to allow the Troop to deviate from the design standard and allow usage of Receptacle 272 from the DuMor catalog. Receptacle 272 is more conducive to allowing the Troop to paint designs on the full flat surface. Two (2) trash receptacles will be purchased and placed at both the east and west entrance of the underpass.
TO: TOWN OF WELLINGTON BOARD OF TRUSTEES FROM: Dave Michaelson, Wellington Main Street Program DATE: March 23, 2017
RE: TOWN HALL MURAL
Final Cost Estimates
We have finalized the cost estimate for the Town Mural and repainting of Town Hall. The cost breakdown is shown below, and the bids are attached.
Project Component Bid Source TOTAL Mural Materials and Production Shandy O’s (Wellington) $8,505.75
Materials for Mounting Arris Timber Works (Wellington) $388.77 Panel Preparation for Painting Arris Timber Works (Wellington) $90.00 Panel Preparation for Installation Arris Timber Works (Wellington) $420.00 Installation of Final Mural Arris Timber Works (Wellington) $1,890.00 Exterior Painting of Town Hall T & K Painting (Wellington) $1,300.00
Subtotal $12,595.52 10% Contingency $1,259.55 TOTAL $13,855,07 50% TOWN CONTRIBUTION REQUEST $6,927.54
Main Street staff met with Jim Miller from the Town and agreed on the mounting approach. Electrical power is available near the mounting location. Town staff has agreed to install the necessary electrical power for the sign. We will select a lighting scheme following installation.
Main Street will submit all final invoices to the Town prior to reimbursement. Main Street will be responsible for paying for all up-front retaining fees and supplies. Town reimbursement would not be expected until the project is completed. If the project comes under budget, appropriate adjustments would occur between the Town and Main Street contributions.
We are very excited for this project to come to fruition. Our expectation is for installation to be completed by the end of summer, 2017. For historical integrity purposes, we would suggest that the town sign be relocated to the upper parapet wall centered above the door. This is consistent with standards promulgated by the National Trust for Historic Preservation commonly applied to similar
1 historic districts throughout the country. A mock-up of several options the Town may consider will be presented at the meeting for concept purposes only.
As always, without the support from the Town of Wellington, the Main Street Program would not be possible. We appreciate the opportunity to partner on the mural project and other revitalization projects in the future.
Attachments:
1. Bid from Shandy O’s (Mural Artist) 2. Bid from Arris Timber Works (Panel Preparation, Mounting Brackets, Installation) 3. Bid from T & K Painting (Town Hall Exterior) 4. Mounting Detail Graphic Drawings
2 Shandy O’s INVOICE 7503 County Road 102 3-9-17 Wellington, CO. 80549 970-219-3231 [email protected] Www.ShandyStaab.com
LOCATION: Town Hall Building START DATE DURATION TERMS OF PAYMENT Upon Receipt of 1st Installment 4-6 months 50% Down, 50% Upon Completion
MATERIALS FOR PAINTING MATERIALS COST PER UNITS TOTAL UNIT Dura Ply Sign Board– 1/2” Thickness 72.13 4 288.52
Sherwin Williams Exterior Primer– Gallon 54.00 3 162.00
Sherwin Williams Exterior Enamel—Quart 27.00 30 810.00
Sherwin Williams Exterior Enamel– Gallon-White 64.00 3 192.00
Sherwin Williams Exterior Gem Coat– Gallon– Clear 30.00 2 60.00
GCP 1000– Finish/Protective Coating– Graffiti Resistant 45.00 6 270.00
Misc. Supplies– Sand Paper, Rags, Tape, Brushes, Remover, Drop Cloth 250.00 1 250.00
ADDITIONAL RELATED COST PER HOUR TOTAL HOUR Assistant/Painting Related Labor/Materials Run 10.00 30 300.00
Delivery/Consulting Related (Mileage included) 5.00 30 150.00
PAINTING SERVICES SIZE MEDIUM SUBSTRATE DESCRIPTION PER TOTAL SQ. FT To not exceed 7’ x 15’ Exterior Enamel Dura Ply– Sign Board North Wall, East of Entry Door 50.00 5250.00 approx. 105 sq. ft. Image: Scene w/ Mountains & Antelope
Total for Supplies/Materials 2032.52 Total for Assistant Labor /Delivery 450.00 Total for Painting Services 5250.00 SUBTOTAL 7732.50 10% Contingency/Incidentals/Changes 773.25
TOTAL TO NOT EXCEED 8505.75
All panels to be painted, are to be of an exact fit. This is to be done by a qualified contractor. Upon mural painting completion, panels are to be installed by a qualified contractor. *** Included items: Mural design and sketches, Color Match for Building and Rights to Reprint for Advertisement Purposes. *** Optional/Negotiable items: Complete full rights to reproduce, Artist to relinquish all rights to image. Thank you for your business, Shandy O’s Shandy Staab-Daubert
CLIENT Contact PROJECT PROJECT NO. ISSUE DRAWN BY DESCRIPTION Wellington Main Streets Tim Whitehouse Town Hall Mural 3.12.17 TLW Front view 617-678-0035 Program [email protected] RE ISSUE 3.22.17 Contact Tim Whitehouse 970-286-0550 [email protected] CLIENT Wellington Main Streets Program RE-ISSUE 3.22.17 ISSUE 3.12.17 PROJECT Mural Hall Town PROJECT NO. DESCRIPTION Existing DRAWN BY TLW S Existing soldier course Contact Tim Whitehouse 970-286-0550 [email protected]
French cleat mounted to steel angle iron
2x2x ¼ Angle Iron, Upper
Mounting block
Existing plywood CLIENT Wellington Main Streets Program RE-ISSUE 3.22.17 ISSUE 3.12.17 PROJECT Mural Hall Town PROJECT NO. Bottom Cleat Wood 2x2x ¼ Angle Iron, Lower DESCRIPTION Final Notched around existing DRAWN BY TLW soldier course S Existing soldier course brick work Contact Tim Whitehouse 970-286-0550 [email protected]
Mural Panels
French Cleat on Mural Panels
French Cleat attached to steel angle iron 1 GRK R3 Typ. All
Angle Iron, 2” x 2” x ½” Notched around soldier course CLIENT Wellington Main Streets Program RE-ISSUE 3.22.17 ISSUE 3.12.17 PROJECT Mural Hall Town PROJECT NO. Mounting block attached to existing plywood infill panel 2 GRK RRS 4” Typ. All DESCRIPTION Section DRAWN BY TLW
Scale: 1”=1’-0” S AGENDA ITEM SUMMARY SHEET Town Board Meeting –March 28, 2017
ITEM #: 1
SUBJECT: Johnson Annexation
RECOMMENDATION: Subject to Public Hearing, 1) Adopt Resolution 8-2017 Approving Annexation Proceedings; 2) Adopt Ordinance 7-2016 Johnson Annexation
SUMMARY:
The town received a petition for annexation from Robert and Michelle Johnson to annex a 0.274 acre parcel of land at the south west corner of the Johnson property. This is piece of property adjacent to the north west corner of the Geier annexation and is needed for adequate Right of Way width to extend Ron Reagan Avenue to the intersection with what is shown as Street C on the preliminary Geier Subdivision Plat.
The Board at their meeting of February 14, 2017 adopted Resolution 4-2017 finding Substantial Compliance with the Johnson Annexation Petition, setting this public hearing date and referring the Annexation to the Planning Commission.
The Planning Commission on March 6th, and by motion recommended the Town Board approve the Annexation.
Resolution 8-2017 finds the annexation meets the requirements for annexation and approves annexation proceedings.
Ordinance 8-2017 annexes the property and zones it Single Family Residential. Ther Ordinance requires an amendment to the Geier Annexation Agreement to include the legal description of this property into the legal description of the land covered by that agreement.
RESOLUTION NO. 8- 2017
A RESOLUTION OF THE BOARD OF TRUSTEES OF THE TOWN OF WELLINGTON, COLORADO APPROVING ANNEXATION PROCEEDINGS RELATED TO THE JOHNSON ANNEXATION
WHEREAS, the Board of Trustees of the Town of Wellington, Colorado, finds that the Petition for Annexation filed by Robert H. and Michelle K. Johnson, 4817 East County Road 62 Wellington, CO 80549 on January 13, 2017, with the Town Clerk of the Town of Wellington, Colorado, for the annexation of certain property described in that Petition, complies with the Municipal Annexation Act of 1965 and Article 1.8 of the Wellington Land Use Code; and
WHEREAS, the property is eligible for annexation under C.R.S. §31-12-1 04 in that: a. At least one-sixth of the perimeter of the area proposed to be annexed is contiguous with the boundaries of the Town, excluding streets, alleys, public and private rights-of-way, public and private transportation right-of- way or area, public lands or natural or artificial water bodies between the municipality and the land proposed to be annexed; b. A community of interest exists between the area proposed to be annexed and the annexing municipality; c. The area to be annexed is urban or will be urbanized in the near future and will be integrated with, or are capable of being integrated with, the annexing municipality; and
WHEREAS, evidence was presented at the hearing for annexation to support a finding by the Board that it is practical to extend to the area proposed to be annexed those urban services which the annexing municipality provides in common for all of its citizens on the same terms and conditions as such services are made available to such citizens.
WHEREAS, evidence was not presented at the hearing for annexation to support a finding by the Board that fifty percent (50%) of the landowners of the area proposed to be annexed have expressed an intention under oath to devote the land to agricultural use over the next five years;
WHEREAS, t he annexation will not result in the detachment of the area to be annexed from the Poudre R-1 School District [C.R.S. §31-12-105(d)]; and
WHEREAS, the area to be annexed is within three miles of the municipal boundaries of the Town as they existed one year previous to the date of this resolution, and the Town’s comprehensive plan describes the infrastructure necessary to serve the proposed uses for the annexed area [C.R.S. §31-12-105(d)I; and
WHEREAS, all landowners owning property in the area proposed to be annexed have consented to the annexation, and the annexation will not result in the division of any property into two or more separate parcels without the written consent of the landowners [C.R.S. §31 -12-105(a) and (b); and
WHEREAS, no election is required to annex the property; and
WHEREAS, no petition has been filed by the qualified electors of the area being annexed to commence proceedings for an annexation election [C.R.S. §31-12-107(2)]; and
WHEREAS, terms and conditions to be imposed in conjunction with the annexation are set forth in the proposed annexation agreement to be entered into between annexors and the Town;
NOW, THEREFORE, BE IT RESOLVED by the Board of Trustees of the Town of Wellington, Colorado, that:
The Johnson Annexation meets the requirements of C.R.S. §31-12-110 and applicable sections of the Municipal Annexation Act of 1965, and that the property is eligible to be annexed to the Town of Wellington, and that the Town will undertake further annexation proceedings.
ADOPTED by the Board of Trustees this 28th day of March, 2017.
Tim Singewald Mayor
ATTEST:
Larry Lorentzen, Town Administrator / Clerk
ORDINANCE 3-2017
AN ORDINANCE ANNEXING THE PROPERTY KNOWN AS THE JOHNSON ANNEXATION TO THE TOWN OF WELLINGTON, COLORADO
WHEREAS, a petition was been filed by Robert H. Johnson and Michelle K. Johnson, 4817 East County Road 62 Wellington, CO 80549, as 100% owners for the annexation of a parcel of land located within the Northeast Quarter of Section 3, Range 68 West of the 6th Principal Meridian, County of Larimer, State of Colorado, and more particularly described as follows:
SEE LEGAL DESCRIPTION ATTACHED AS EXHIBIT A HERETO AND MADE A PART HEREOF; and
WHEREAS, the Board adopted Resolution No. 8-2017 and determined that requirements of C.R.S. §31-12-104 and -105 had been met; and
WHEREAS, an annexation map with all required supporting materials, has been submitted to the Town; and
WHEREAS, the Town will provide for the conformance of street names and house numbers in the annexed territory to the street-name and house-numbering systems of the Town; and
WHEREAS, a community of interest exists between the Town and the property proposed to be annexed; and
WHEREAS, the area proposed to be annexed is or will soon be developed; and
WHEREAS, the petitioners for the annexation have demonstrated to the Town that the capacity of existing sewer and water utilities within the Town is or will be sufficient to serve development proposed in the conceptual plan for the property proposed to be annexed at rates which are the same as those rates applying within the existing Town, and that the annexation will result in no increase in rates for these services for other citizens of the Town as a result of the annexation; and
WHEREAS, the fiscal impacts upon the Town as a result of annexation and development of the property will be sufficiently offset, including costs to the Town for police protection, parks and recreation, streets, sidewalks, utilities and other public costs resulting from the annexation and development of the property; and
WHEREAS, existing natural hazards and nuisances upon the property have been or will be mitigated and/or removed by the applicant prior to annexation, which hazards and nuisances have been or will be addressed by a binding annexation agreement; and
WHEREAS, a public hearing was held on said petition pursuant to C.R.S. §31- 1 2-108 and -109 on March 28, 2017; and WHEREAS, no election is required pursuant to C.R.S. §31-12-107(2); and
WHEREAS, notice of the hearing on the Annexation Petition was properly published at least 30 days prior to the date of the hearing pursuant to C.R.S. §31-12- 108(2), and a copy of the published notice, together with a copy of the notice of the hearing, was properly sent by registered mail to the clerk of the Board of County Commissioners and to the Larimer County Attorney the Poudre R-1 school district at least 25 days prior to the date of such hearing, pursuant to C.R.S. §31-12-108(2); and
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE TOWN OF WELLINGTON, LARIMER COUNTY, COLORADO, that:
SECTION 1: The afore described property is hereby annexed and included within the Town of Wellington, Larimer County, Colorado.
SECTION 3: Pursuant to C.R.S. §31-12-115, the annexed area is zoned R2 Single Family Residential - Medium Density
SECTION 4: Execution of an amendment to the Geier Annexation Agreement to dated September 13, 2016, adding the property described in Exhibit A to the property covered by said annexation agreement shall be a precondition to recordation of the Annexation map and to this Ordinance becoming effective.
SECTION 5: Severability. The Board of Trustees hereby declares that, should any section, paragraph, sentence, word or other portion of this ordinance or the rules and regulations adopted herein be declared invalid for any reason, such invalidity shall not affect any other portion of this ordinance or said rules and regulations, and the Board of Trustees hereby declares that it would have passed all other portions of this ordinance and adopted all other portions of said rules and regulations, independent of the elimination herefrom of any such portion which may be declared invalid.
PASSED AND ADOPTED BY THE BOARD OF TRUSTEES OF THE TOWN OF WELLINGTON, LARIMER COUNTY, COLORADO, AND ORDERED PUBLISHED THIS 28TH DAY OF MARCH, 2017 IN ORDER TO BECOME EFFECTIVE UPON SIGNING OF THE MEMORANDUM AGREEMENT FOR ANNEXATION AND 30 DAYS FROM THE DATE OF PUBLICATION.
______Tim Singewald, Mayor
ATTEST:
______Larry Lorentzen, Town Clerk
PUBLISHED BY TITLE THE ______DAY OF______,2016, IN “THE COLORADOAN”.
______Larry Lorentzen, Town Clerk
Exhibit "A" Ordinance 3-2017
A tract of land located in the Northeast Quarter of Section 3, Range 68 West of the 6th Principal Meridian, County of Larimer, State of Colorado, described as follows:
Considering the South line of the Northeast Quarter as bearing South 89°52'56" West, and with all bearings contained herein relative thereto:
BEGINNING at the Center Quarter comer of Section 3;
Thence, along the West line of the Northeast Quarter of said Section 3, North 00030'16" East, 40.00 feet;
Thence, departing said West line, South 89052'56" East, 297.00 feet;
Thence, South 00°07'04" West, 40.00 feet to a point on the South line Northeast Quarter of said Section 3;
Thence, along said South line, North 89°52'5611 West, 297.27 feet to the Point of Beginning.
The above described land contains 11,885 square feet or 0.273 acres more or less and is subject to all easements and rights-of-way now on record or existing.
PLAT OF GEIER FARMS A TRACT OF LAND LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH P.M., TOWN OF WELLINGTON, COUNTY OF LARIMER, STATE OF COLORADO
S89°52'56"E 1318.77' RONALD REAGAN AVENUE
LOT 1 CURVE TABLE CURVE TABLE
CURVE DELTA RADIUS LENGTH BEARING CHORD CURVE DELTA RADIUS LENGTH BEARING CHORD NOTICE: upon any defect in this survey within three years after you discover such be commenced more than ten years after the date of certificate shown According to Colorado law you must commence any legal action based hereon. OUTLOT A defect. In no event may any action based upon defect in this survey LOT 2 C1 89°44'20" 45.00' 70.48' S45°14'54"W 63.49' C43 75°30'28" 14.47' 19.07' S06°24'39"E 17.72'
C2 50°43'21" 240.00' 212.47' N24°58'57"W 205.60' C44 42°59'55" 270.00' 202.63' S21°07'14"E 197.90' LOT 3 C3 9°51'30" 240.00' 41.29' N55°16'22"W 41.24' C45 90°02'16" 15.00' 23.57' N44°38'22"W 21.22' C4 58°09'38" 240.00' 243.62' N31°07'18"W 233.30' C46 89°57'44" 15.00' 23.55' S45°21'40"W 21.21'
C5 2°25'13" 240.00' 10.14' N00°49'53"W 10.14' C47 20°11'16" 210.00' 73.99' N09°42'54"W 73.61'
LOT 4 STREET C LOT 30 C6 29°25'09" 180.00' 92.42' N15°05'18"E 91.41' C48 40°23'36" 210.00' 148.05' N40°00'20"W 145.00' C7 90°02'42" 50.00' 78.58' N44°38'37"W 70.74' C49 13°56'21" 271.56' 66.07' N50°36'24"W 65.90'
C8 29°25'09" 170.00' 87.29' N15°05'18"E 86.33' C50 18°51'52" 271.56' 89.41' N34°12'18"W 89.01' LOT 5 LOT 29 C9 90°02'42" 50.00' 78.58' S44°38'37"E 70.74' C51 13°55'07" 271.56' 65.97' N17°48'48"W 65.81'
C10 89°57'18" 50.00' 78.50' S45°21'23"W 70.68' C52 9°10'00" 88.00' 14.08' S81°06'49"W 14.06' G
LOT 6 LOT 28 N TRACT B C11 90°15'40" 15.00' 23.63' S44°45'06"E 21.26' C53 46°42'39" 88.00' 71.74' N70°56'51"W 69.77' I C12 89°44'20" 15.00' 23.49' N45°14'54"E 21.16' C54 46°02'45" 88.00' 70.72' N24°34'09"W 68.83' R HRNRN EHTRON
LOT 7 LOT 27 C13 60°34'51" 210.00' 222.04' N29°54'42"W 211.84' C55 15°43'44" 88.00' 24.16' N06°19'05"E 24.08' E
C14 46°43'20" 271.56' 221.44' N34°12'55"W 215.36' C56 13°28'23" 189.00' 44.44' N07°26'46"E 44.34' E LOT C15 78°53'02" 15.00' 20.65' N50°13'27"W 19.06' C57 0°19'50" 189.00' 1.09' N00°32'39"E 1.09' N LOT 8 26 LOT I C16 13°48'13" 189.00' 45.53' S83°25'56"W 45.42' C58 14°09'46" 88.00' 21.75' N06°20'36"W 21.70' PHONE: 970.221.4158 www.northernengineering.com 25 LOT G C17 117°39'08" 88.00' 180.70' N44°38'37"W 150.59' C59 14°09'36" 150.00' 37.07' N22°43'05"E 36.98' 24 N LOT 9 LOT C18 13°28'23" 189.00' 44.44' N07°26'46"E 44.34' C60 15°15'33" 150.00' 39.95' N08°00'30"E 39.83' E LOT 1 23 LOT BLOCK 5 C19 13°48'13" 189.00' 45.53' N06°31'23"W 45.42' C61 3°22'39" 200.00' 11.79' S02°04'03"W 11.79' 22 LOT 10 LOT 35 C20 117°33'44" 88.00' 180.56' N45°21'23"E 150.51' C62 19°28'22" 200.00' 67.97' S13°29'34"W 67.65' LOT 2 LOT C21 13°48'13" 189.00' 45.53' S82°45'51"E 45.42' C63 6°34'08" 200.00' 22.93' S26°30'49"W 22.92' 21 LOT 11 LOT C22 89°57'18" 15.00' 23.55' N45°21'23"E 21.20' C64 26°36'41" 140.00' 65.02' N16°29'32"E 64.44' LOT 34 LOT LOT 3 LOT 1 20 C23 90°02'42" 15.00' 23.57' S44°38'37"E 21.22' C65 2°48'28" 140.00' 6.86' N01°46'58"E 6.86' 19 LOT 18 C24 13°48'13" 189.00' 45.53' N83°25'56"E 45.42' C66 7°36'33" 210.00' 27.89' S56°23'51"E 27.87' LOT 12 LOT 31 LOT 17 LOT 4 LOT 33 LOT 2 C25 117°39'08" 88.00' 180.70' S44°38'37"E 150.59' C67 42°14'19" 210.00' 154.81' S31°28'25"E 151.33' 301 North Howes Street, Suite 100 LOT 16 C26 90°00'00" 15.00' 23.56' N74°47'53"E 21.21' C68 10°43'59" 210.00' 39.34' S04°59'16"E 39.28' Fort Collins, Colorado 80521 LOT 13 LOT 5 LOT 32 LOT 3 LOT 30 STREET F C27 90°00'00" 15.00' 23.56' S15°12'07"E 21.21' C69 46°24'11" 88.00' 71.27' N23°56'22"E 69.34' C28 29°25'09" 200.00' 102.69' S15°05'18"W 101.57' C70 18°47'22" 88.00' 28.86' N56°32'09"E 28.73' LOT 1 LOT 26 LOT 15 LOT 14 LOT 6 LOT 31 LOT 4 LOT 29 C29 89°57'18" 15.00' 23.55' S45°21'23"W 21.20' C71 38°12'26" 88.00' 58.68' N85°02'02"E 57.60' C30 90°02'42" 15.00' 23.57' N44°38'37"W 21.22' C72 2°47'42" 189.00' 9.22' S77°15'36"E 9.22' LOT 7 LOT 30 LOT 5 LOT 28 LOT 2 LOT 25 C31 29°25'09" 150.00' 77.02' N15°05'18"E 76.18' C73 11°00'31" 189.00' 36.31' S84°09'42"E 36.26' LOT 15 LOT 14 C32 90°00'00" 15.00' 23.56' N74°47'53"E 21.21' C74 11°00'00" 189.00' 36.29' N84°48'27"E 36.23'
BLOCK 1 LOT 8 LOT 29 LOT 6 LOT 27 LOT 3 LOT 24 C33 60°34'51" 210.00' 222.04' S29°54'42"E 211.84' C75 2°46'38" 189.00' 9.16' N77°55'08"E 9.16'
N00°30'16"E 2600.89' LOT 16 LOT 13 C34 89°57'18" 15.00' 23.55' S45°21'23"W 21.20' C76 40°31'51" 88.00' 62.25' S83°12'16"E 60.96'
S00°28'36"W 2606.09' LOT 9 LOT 28 LOT 7 LOT 26 LOT 4 LOT 23 C35 90°02'42" 15.00' 23.57' N44°38'37"W 21.22' C77 19°42'08" 88.00' 30.26' S53°05'16"E 30.11' LOT 17 LOT 12 C36 26°36'41" 140.00' 65.02' N16°29'32"E 64.44' C78 54°47'58" 88.00' 84.17' S15°50'13"E 80.99' STREET A STREET B STREET C STREET D LOT 10 BLOCK 2 LOT 27 LOT 8 LOT 25 LOT 5 LOT 22 C37 89°57'18" 15.00' 23.55' N45°21'23"E 21.20' C79 2°37'11" 88.00' 4.02' S12°52'22"W 4.02' C38 90°02'42" 20.00' 31.43' S44°38'37"E 28.30' C80 11°20'13" 210.00' 41.55' S06°02'51"W 41.48' LOT 18 LOT 11 BLOCK 3 LOT 11 LOT 26 LOT 9 LOT 24 LOT 6 LOT 21 BLOCK 5 C39 89°57'18" 20.00' 31.40' S45°21'23"W 28.27' C81 18°04'55" 210.00' 66.27' S20°45'25"W 66.00' C40 90°02'42" 15.00' 23.57' N44°38'37"W 21.22' C82 14°21'56" 270.00' 67.70' S35°26'13"E 67.52' LOT 19 LOT 12 LOT 25 LOT 10 LOT 23 LOT 7 LOT 20 LOT 10 C41 13°48'15" 189.00' 45.53' S07°16'51"W 45.42' C83 19°10'18" 270.00' 90.34' S18°40'06"E 89.92' C42 29°25'09" 210.00' 107.83' S15°05'18"W 106.65' C84 9°27'41" 270.00' 44.59' S04°21'07"E 44.54'
LOT 20 BLOCK 4 LOT 13 LOT 24 LOT 11 LOT 22 LOT 8 LOT 19 LOT 9
LOT 21 LOT 14 LOT 23 LOT 12 LOT 21 LOT 9 LOT 18 LOT 8 LOT 15 LOT 22 LOT 13 LOT 20 LOT 10 LOT 17 LOT 22 LOT 7 LOT 16 LOT 21 LOT 14 LOT 19 LOT 11 LOT 16 LOT 23 LOT 6 LOT 17 LOT 20 LOT 15 LOT 18 LOT 12 LOT 15 LOT 24 LOT 5 LOT 18 LOT 19 LOT 16 LOT 17 LOT 13 LOT 14
LOT 25 STREET E LOT 4
LOT LOT LOT GEIER FARMS LOT LOT LOT 26 28 29 30 LOT 32 LOT 1 LOT 2 LOT 3 27 31 BLOCK 1 BLOCK 5 STREET C
TRACT B TRACT A OUTLOT B TOWN OF WELLINGTON
NORTH
N89°39'23"W 1320.00' LARIMER COUNTY, COLORADO
Sheet PRELIMINARY Robert C. Tessely Registered Professional Land Surveyor 2 Colorado Registration No. 38470 For and on behalf of Northern Engineering Services, Inc. Of 5 Sheets
EXISTING TOWN BOUNDARY
TOWN OF WELLINGTON JOHNSON PROPERTY
NORTH
GEIER ANNEXATION WELLINGTON, CO 02.26.16 HTRONE RN VICINITY MAP E NG I NE ERI NG SCALE: 1" = 3,000'
D:\PROJECTS\992-003\DWG\ANNEXATION\VICINITY MAP - JOHNSON.DWG JOHNSON ANNEXATION MAP TO THE TOWN OF WELLINGTON, A TRACT OF LAND LOCATED IN THE NORTHEAST 1/4 OF SECTION 3, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
PROPERTY DESCRIPTION:
A tract of land located in the Northeast Quarter of Section 3, Range 68 West of the 6th Principal Meridian, County of Larimer, State of Colorado, described as follows: :
Considering the South line of the Northeast Quarter as bearing South 89°52'56” West, and with all bearings contained WELLINGTON herein relative thereto: NOTICE upon any defect in this survey within three years after you discover such be commenced more than ten years after the date of certificate shown According to Colorado law you must commence any legal action based hereon. defect. In no event may any action based upon defect in this survey
BEGINNING at the Center Quarter corner of Section 3; thence along the West line of the Northeast Quarter of said Section 3, North 00°30'16” East, 40.00 feet; thence departing said West line, South 89°52'56" East, 297.00 feet; thence, SITE South 00°07'04" West, 40.00 feet to a point on the South line Northeast Quarter of said Section 3; thence along said
South line, North 89°52'56" West, 297.27 feet to the Point of Beginning. I-25
The above described land contains 11,885 square feet or 0.273 acres more or less and is subject to all easements and CR 60 rights-of-way now on record or existing. G N N 1" = 5000' I R E E TO RN HTRON E
BOARD OF TRUSTEES CERTIFICATE N I PHONE: 970.221.4158 www.northernengineering.com Approved this ______day of ______, 20____, by the Board of Trustees, Wellington, G
Colorado. This approval is conditioned upon all expenses involving necessary improvements for all utility services, N paving, grading, landscaping, curbs, gutters, street lights, street signs and sidewalks shall be financed by other and not the E towns.
______Mayor
Attest: 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521
______Town Clerk
SURVEYOR'S CERTIFICATE
I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor, do hereby state that this map of land proposed WEST LINE OF NE to be annexed to the Town of Wellington, County of Larimer, State of Colorado was prepared from an accurate survey 1/4 S3-T8N-R68W under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information, belief, and in my TRACT A, PARK UNPLATTED professional opinion. MEADOWS OWNER: JOHNSON ROBERT H
I further state that not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous to the boundary line of the Town of Wellington, County of Larimer, State of Colorado.
S89°52'56"E 297.00' S00°07'04"W LEGEND N00°30'16"E ANNEXATION PARCEL 40.00' SECTION LINE 40.00' 11,885 sq. ft. RONALD REAGAN AVENUE 0.273 acres SOUTH LINE OF PROPOSED PLAT OF GEIER FARMS NE 1/4 OF SECTION 10 Robert C. Tessely EXISTING RIGHT-OF-WAY N89°52'56"W 297.27' BASIS OF BEARINGS Colorado Registered Professional Land Surveyor No. 38470 POINT OF BEGINNING For and on Behalf of Northern Engineering Services, Inc. ANNEXATION BOUNDARY CONTIGUOUS C 1/4 S3-T8N-R68W DRAFT TO THE TOWN OF WELLINGTON FND 3 1/4" ALUM. CAP LS 22098 1/5/17
SECTION CORNER
NOTES: UNPLATTED OWNER: SH OF COLORADO,INC. 1. Basis of Bearing is the South line of the Northeast Quarter of Section 3, Township 8 North, Range 68 West of the 6th P.M. as bearing South 89°52'56" East (assumed bearing).
2. The lineal unit of measurement for this survey is U.S. Survey Feet. LOT 16, BLOCK 1, THE MEADOWS 3. This survey does not constitute a title search by Northern Engineering to determine ownership or easements of NORTH record. Commitment No. FC25145944, dated 12-06-2016, by Land Title Guarantee Company was utilized in JOHNSON ANNEXATION preparation of this survey.
ANNEXATION LARIMER COUNTY, COLORADO TO THE TOWN OF WELLINGTON TOTAL PERIMETER...... 674.27'
CONTIGUOUS BOUNDARY...... 337.27'
MINIMUM CONTIGUOUS PERIMETER FEET REQUIRED...... 202.36' Sheet INDICATES PRESENT TOWN BOUNDARY LINE 1 Of 1 Sheet
AGENDA ITEM SUMMARY SHEET Town Board Meeting – March 28, 2017
ITEM# : 2
SUBJECT: Ordinance 4-2017 Conditional Use–- 8136 Second Street Nail Salon
RECOMMENDATION: Adopt Ordinance 4-2017
General Information Location: 8136 Second Street, Lot 13 Less South 90 Ft, Blk 7, Original Town Current Land use: Residential Current Zoning: Transitional Surrounding Use: Commercial to north and west. Single Family Residential to South and East.
Proposal The applicant, Anthony Huynh, 2635 Sagebrush Dr., Fort Collins, CO is requesting approval to put a nail salon in this 788 sq. ft. one bedroom one bath residence which is zoned Transitional. Any change in use within the Transitional Zone requires a Conditional Use Approval. The property has most recently been used as a residence (often with a home occupation), but the building appears to have originally been built as a commercial structure.
Issues The property has room for one on-street parking spaces in the front of the building and two paved spaces on the south side of the building. The code requires adequate off- street parking spaces for employees and clients.
PLANNING COMMISSION RECOMMENDATION:
The Planning Commission at their March 6th d meeting recommended Conditional Use Approval for the Nail Salon with the following conditions.
1) The two off street parking spaces be reserved for customers (not employees). ORDINANCE 4-2017
AN ORDINANCE RELATING TO THE CONDITIONAL USE APPROVAL OF A NAIL SALON AT 8136 SECOND STREET, LOT 13 LESS SOUTH 90 FT, BLOCK 7, ORIGINAL TOWN, WELLINGTON COLORADO
WHEREAS, Anthony Huynh, 2635 Sagebrush Dr., Fort Collins, CO, is requesting Conditional Use approval for a commercial nail salon at 8136 Second Street
WHEREAS, the property is a 788 sq. ft. one bedroom one bath structure currently used as a residence.
WHEREAS, the property is zoned TR - Transitional: and
WHEREAS, a change in use from residential to a service business requires Conditional Use approval in the Transitional zoning district; and
WHEREAS, the Planning Commission by motion on March 6, 2017 recommended approval of the Conditional Use for the Learning Center conditional on the existing off-street parking spaces being reserved for customers; and
WHEREAS, the Board of Trustees of the Town of Wellington has found the application to be in substantial compliance with the requirements of the Chapter 16 of the Wellington Municipal Code; and
WHEREAS, the notices have been given and the public hearings required by the Wellington Land Use Code have been held; and
NOW THEREFORE BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE TOWN OF WELLINGTON, COLORADO:
SECTION 1: The Conditional Use of the property at 8136 Second Street as a Commercial Nail Salon is hereby approved with the following conditions:
• The existing off-street parking spaces on the property be reserved for use by the clients.
SECTION 2: Repealer. The Board of Trustees hereby declares that should any section, paragraph, sentence, word or other portion of this Ordinance or the rules and regulations adopted herein be declared invalid for any reason, such invalidity shall not affect any other portion of this Ordinance or said rules and regulations, and the Board of Trustees hereby declares that it would have passed all other portions of this Ordinance and adopted all other portions of said rules and regulations, independent of the elimination here from of any such portion which may be declared invalid.
SECTION 3: Necessity. In the opinion of the Board of Trustees of the Town of Wellington, this ordinance is necessary for the preservation and protection of the health, safety, welfare and property of the inhabitants and owners of property in the Town of Wellington.
SECTION 4: Penalty. Any persons, firm or corporation violating this Ordinance or any provisions of applicable state law, is guilty of a violation of this ordinance and, upon conviction thereof, shall be punished by a fine of not more than ONE THOUSAND ($1,000) DOLLARS, or by imprisonment for not more than ONE (1) YEAR, or both such fine and imprisonment. Each day during which such violation continues, shall be deemed a separate offense.
SECTION 5: Certification. The Town Clerk shall certify to the passage of this ordinance and make not less than three copies of the adopted Code available for inspection by the public during regular business hours. Furthermore, the Mayor’s signature shall be affixed to the plat and attested by the Town Clerk.
PASSED AND ADOPTED BY THE BOARD OF TRUSTEES OF THE TOWN OF WELLINGTON AND ORDERED TO BECOME PUBLISHED THIS 28TH DAY OF MARCH, 2017 AND ORDERED TO BECOME EFFECTIVE 30 DAYS FROM THE DATE OF PUBLICATION.
______Tim Singewald, Mayor
ATTEST:
______Larry Lorentzen, Town Clerk
PUBLISHED BY TITLE THE ______DAY OF______,2017, IN “THE COLORADOAN”.
______Larry Lorentzen, Town Clerk
Larimer County Assessor Property Information Page 1 of 2
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Assessor Property Information
General Information
Parcel Number: 89334-08-013 Schedule Number: R0289205 Tax District: 1500 Current Mill Levy: 100.538 Property Tax Year: 2017
Owner Name & Address Property Address SCOTT ALBERT P III/JOELLE E 8136 2ND ST PO BOX 1451 WELLINGTON 80549-0000 POWAY, CA 920741451
Subdivision #: //60007 - WEL BLK 7
Neighborhood #: 18933
Legal Description: LOT 13 LESS S 90 FT, BLK 7, WEL
Sales Information Click a Sale Date to recorded document details or Reception No. to view the document. Sale Date Reception No. Sale Price Deed Type
11/12/2001 2001108892 $0 Quit Claim Deed
06/01/1996 96043133 $0 Quit Claim Deed
05/01/1996 96036628 $0 Quit Claim Deed
05/01/1995 95025243 $23,000 Warranty Deed
01/01/1994 94002086 $23,000 Warranty Deed
01/01/1992 92000347 $0 Quit Claim Deed
Value Information
Abstract Code/Description Value Type Actual Value Assessed Value Net Acres Net Sq Ft
1219 Single Family Residence Improvement $83,900 $6,678 0.00 0
1219L Single Family Residence Land $30,000 $2,388 0.05 2,100
Totals: $113,900 $9,066 0.05 2,100
Building Improvements Building Detail Type & Description
Building ID: 1 Detail Description Units
Property Type: Residential Fixture Shower 1
Built As: Ranch Fixture Sink Bathroom 1
http://www.larimer.org/assessor/query/Detail.cfm?PropertyTypeVar=Residential&BuildingI... 3/3/2017 Larimer County Assessor Property Information Page 2 of 2
Occupancy: Single Family Residential Fixture Sink Standard 1
Year Built: 1918 Fixture Toilet 1
Year Remodel: 1992 Fixture Water Heater 1
Quality: Fair Porch Open Slab 12
Condition: Average Porch Wood Roof 12
Class Descr:
Exterior: Masonry Common Brick
Interior:
Heat Forced Air
Roof Type:
Roof Cover:
Foundation:
Rooms: 3
Bedrooms: 1
Baths: 1.00
Units: 1.00
Unit Type:
Stories: 1.00
Total Sq Ft: 788
Condo Sq Ft:
Bsmt. Sq Ft:
Bsmt. Fin. Sq Ft:
http://www.larimer.org/assessor/query/Detail.cfm?PropertyTypeVar=Residential&BuildingI... 3/3/2017
AGENDA ITEM SUMMARY SHEET Town Board Meeting – March 28, 2017
ITEM# : 3
SUBJECT: Design Services Water Treatment Plant Expansion Master Plan
RECOMMENDATION: Approve Design Services from JUB in the amount of $34,000 and from Stantec in the amount of $82,500 Background The Town put out a Request for Proposals (RFP) for design services from qualified engineering firms for the following services: 1) A temporary mobile 0.5 million gallons per day (MGD) Microfiltration Plant to be online June of this year. 2) A master plan for the expansion of the Water Treatment Plant to increase capacity to approximately by 2 MGD (from 2 MGD to 4 MGD), by summer of 2018, with expansion of Microfiltration process and pre-treatment or post treatment to better handle taste and odor issues 4 firms replied to the RFP: • JUB • Stantec • Farnsworth • JVA
A committee made up of Wyatt Knutson, Larry Lorentzen and Mike Bean interviewed all four engineering firms on Thursday March 16th.
All firms were intending on using the same Pall 0,5 MGD temporary mobile plant for item one of the proposals, and all firms were skeptical on the ability to get Health Department approval by June for the unit. The lease costs were high unless the town purchased the unit at the end of the lease to add to the permanent facility, which somewhat tied the town into using Pall for all the microfiltration.
JUB suggested further treating the brine from the nano-filtration on the Wilson Wells with a reverse osmosis system to increase the output by 100,000 gallons per day and replace the membranes at the Micro-filtration unit at Reservoir #4 with more efficient membranes to increase the output by about 220,000 gallons per day.
REVIEW COMMITTEE RECOMMENDATION:
At the conclusion of the interview process the review committee decided to recommend to the Town Board that: 1) the 0.5 MGD temporary mobile unit be eliminated from the scope of work.
2) Use JUB to design the addition of a reverse osmosis treatment of the brine from the nano-filtration unit at the Wilson Wells.
2) Use Stantec for the Master Plan for expansion of the Water Treatment Plant at Reservoir #3.
JUB was requested to submit design costs for the brine recovery and microfiltration membranes. Their response is attached which includes design costs of $27,000 for the brine recovery and $7,000 for the Membrane replacement.
The rest of the proposals which were submitted will be sent out by seperate email from the Board Packet due to the size.
Mr. Larry Lorentzen March 24, 2017 Town Administrator/Clerk Town of Wellington 3735 Cleveland Ave Wellington, CO 80549
Subject: Wellington Water Treatment Facilities Engineering Services Phase 1 Alternative Design Fee
Dear Mr. Lorentzen and Town Trustees,
J-U-B Engineers, Inc. (J-U-B) is very excited for this opportunity to work with Wellington on the Water Treatment Facilities Phase 1 treatment systems project. This project will provide an immediate solution to the Town’s potential water production deficiency by early summer 2017. We are confident that J-U-B Engineers has the expertise and experience to meet the very aggressive Phase 1 schedule.
One of the factors that was the basis for our recommendation of the nano-brine alternative as well as the microfiltarion membrane replacement alternative was that the Colorado Department of Public Health and Environment (CDPHE) advised us during our proposal preparation that a complete basis of design report (BDR) to the CDPHE would not be required. CDPHE advised us that a straight forward submittal that included preliminary plans and specifications as well as our engineering analysis would suffice for their review since we would not be seeking permitted capacity increase to either the nano or micro plant.
CDPHE has now contradicted this information and has indicated that a complete BDR will be required for both the nano brine treatment as well as the microfiltration membrane replacement. We have confirmed that both the nano brine treatment membrane and the micro membrane replacement membrane are on the CDPHE approved technology list. This will aid tremendously in expediting the full BDR review process.
Therefore, we propose to perform the permitting components of the project, for both the nano brine treatment as well as the microfiltration replacement, as a Time and Materials effort as we have no way of estimating the level of effort CDPHE will require to obtain approval. We will meet with CDPHE immediately after kicking off the project and we will establish with CDPHE a streamlined, hand carried and meeting process with them to secure their review and approval.
Our Phase 1 Alternate Design includes designing for public bid a treatment system to treat the brine waste from the GE nanofiltration facility. We propose that treatment be accomplished using a GE treatment skid system almost identical to the existing skid system. The proposed membrane will be reverse osmosis (RO) membranes.
We understand that currently, the existing nanofiltration plant treats approximately 408,000 gallons per day (GPD), producing approximately 288,000 GPD permeate. We estimate that the new RO treatment system will treat the 120,000 GPD brine and recovery approximately 100,000 GPD. Current projections
a 4745 Boardwalk Drive; Bldg D, Suite 200, Ft Collins, CO 80525 p 970 377 3602 f 970 377 3935 w www.jub.com of the water quality via membrane modeling indicate a total recovery of approximately 96 percent. Water samples will verify this model projection in the 10% design phase. The brine waste to the wastewater treatment facility will be reduced approximately from 120,000 GPD to 20,000 GPD.
Our sub-consultant, Treatment Technologies, will contract directly with the Town for the purchase of the RO skid system. Treatment Technologies will then modify the skid for this application and prepare the skid for installation by the successful bidder. The average capital cost of a ground water reverse osmosis system ranges between $1.20 to $3.91 per gallons of installed capacity. Treatment technologies is on the lower end of this range with a customized GE system.
Design of the nanofiltration brine treatment system will include the membrane and treatment system design, a small NF building extension design to accommodate the new skid, chemical system design, integration into the NF building design, and CDPHE submittal. J-U-B will submit designs to the town at 10%, 50% and Final levels. The design fee to complete the RO treatment system design is $27,000, lump sum. This includes sub-consultant fees, submittals, and meetings. CDPHE permitting will be accomplished as a time and materials process. We will make every effort to accomplish the CDPHE permitting efficiently and expeditiously.
Our second alternate design proposal includes replacing the current Pall membranes in the existing microfiltration (MF) treatment skid located at the conventional treatment site. The current membranes are nearing the end of their life expectancy. We and Treatment Technologies will perform an evaluation of the using multi-bore membranes as a direct replacement of the current Pall membranes. We will complete this evaluation during the 10% design phase and submit recommendations to the Town on the feasibility of moving forward with multi-bore membrane replacement. Multi-bore membranes will alleviate some operations and maintenance challenges experiences with the current Pall MF membrane. We propose to perform this work in conjunction with RO design. There is economy of scale as submittals would be developed and prepared simultaneously. The design estimate for the MF membrane replacement is $7,000, lump sump
Bidding services will be performed on a time and material basis as requested by the Town. We estimate 65 hours would likely be required if we bid the project for you. Similarly, construction services will be performed on a time and material basis.
We will meet with CDPHE and evaluate both facilities within the first week after project notice to proceed to meet the July 2017 timeline. We will prepare a 10% design submittal within two weeks following facility evaluation. The 10% submittal will provide the Town with the confidence to sign the equipment purchase contract with Treatment Technologies for the RO skid and an overview of the level of effort required with CDPHE. Detailed below is an approximate schedule based on assumed dates and reviews by CDPHE. J-U-B Notice to Proceed March 29, 2017 1st CDPHE Meeting week of April 3, 2017 10% Submittal: April 7, 2017 Signed Proposal with Treatment Technologies: April 12, 2017 P&IDs Submittal: May 5, 2017 General Arrangements: May 12, 2017 Electrical Drawings: May 26, 2017
www.jub.com J-U-B ENGINEERS, Inc.
Scope of Services for Wellington Alternate Phase 1 Design General The objective of the phase 1 treatment system is to provide additional water service to the town of Wellington. In response to the Engineering Service RFP, J-U-B provided alternative designs for the phase 1 treatment. These alternatives included treatment of the brine from the Nanofiltration (NF) system and replacement of the Pall membranes with more robust membranes. Currently the NF system discharges approximately 120,000 gallons per day to the sanitary sewer. Eighty to 90 percent of this can be recovered and further treated with an RO system. It was discussed that the RO system may also be utilized to treat additional augmentation water if available. As indicated from the town staff, the current allotment of augmentation water is 400 ac-ft per year. This equates to 250 gallons per minute if annualized. The current NF is able to handle this flow and additional capacity is not expected at this time. The RO will be sized for the brine capacity (90 gallons per minute) with the possibility of future expansion.
J-U-B proposed to evaluate and replace the current Pall membranes in the microfiltration (MF) treatment skid. The current membranes are nearing the end of their expected life and will require replacement. J-U-B will evaluate the current Pall treatment skid to determine if replacement membranes from different manufacturer could be utilized with the existing Pall System. This replacement would aid the current MF treatment by providing a stronger membrane requiring less cleanings and eliminating repairs.
The design considerations for Phase 1 will include:
NF Improvements and Expansion
RO treatment system and membrane design NF building extension design Chemical System design o Includes Chemical Containment Clean-in-Place (CIP) System connection design Controls System design to integrate new equipment Electrical System design for power to new equipment and building extension HVAC System design for building extension CDPHE submittal
MF Improvements and membrane replacement
MF system adjustments required for membrane replacement MF membrane replacement CDPHE submittal Construction Documents The construction documents for the Phase 1 Project will require:
Meetings with the project stakeholders Supplementing existing data for treatment system design; Architectural/Electrical/HVAC design for building changes Design development and review (10%, 50%, and Final levels); Preparing the project manual, engineer’s estimate (at 50% and Final Levels), and specifications Quality Assurance and Quality Control (QA/QC) of all documents Research and Investigation and 10% Design In this task, J-U-B will meet with the town for a kickoff meeting. J-U-B will review existing drawings, plans and reports to develop a 10% design plan and general specification table of contents. J-U-B’s sub- consultant ESC engineering, will perform an electrical survey to determine what will be needed for the NF improvements. The town will receive a 10% submittal for review. J-U-B will meet with the town staff to review the submittal. It is anticipated the Town will issue a purchase order to Treatment Technologies for the RO skid following review and approval of the 10% design. This needs to be completed as soon as possible to meet the July 2017 deadline.
Design Fee $7,000
The Pall MF membranes are nearing the end of their life. J-U-B will evaluate the system with Mike, Bill Bodkins, and Paul Thoen to determine if the of membranes can be replaced with improved membranes with limited modifications to the current Pall system. If modifications to the current Pall system are necessary for the membrane replacement, J-U-B will develop the information. Paul Thoen will prepare an estimate for the membrane if replacement is achievable. The 10% submittal will indicate the level of effort required to replace the membranes and a limited engineering estimate of probable construction cost.
Design Fee $1,000 Design (50%) The 50% design will consist of a draft process flow diagram, draft process and instrumentation diagrams (P&ID’s), draft CSI specifications, draft process description, preliminary plan and section view of the system, draft electrical design, draft architectural design, draft HVAC design, and preliminary engineering estimate of probable construction cost. This task includes a design submittal to the town followed by a design review meeting.
Design Fee $10,000
The 50% design effort with respect to the Pall MF membrane replacement will be based on the findings from the MF evaluation during the 10% design effort. If the membrane replacement is possible with minor changes to the Pall system, J-U-B will provide the design.
Design Fee $3,000 Final Design Final design for the phase 1 project will be prepared in accordance with the CDPHE specifications and standards. JUB will ensure the Wellington standards are followed and maintained throughout the project. The final design will include of process flow diagram, P&ID’s, specifications, process description, plan and profile view of the system, electrical design, architectural design, HVAC design, and engineering estimate of probable construction cost. Internal QA/QC of final documents will be completed prior to submittal to the Town. The QA/QC review will include project constructability and operability. J-U-B will present the biddable submittal to the Town Staff and Town Trustees. J-U-B will submit the required information to CDPHE for design approval.
Design Fee $10,000
The final design effort with respect to the Pall MF membrane replacement will be a continuation from the 50% design effort. J-U-B will provide the necessary documentation for design of the minor changes and the required submittal to the CDPHE. The biddable submittal will be presented to the Town Staff and Town Trustees. J-U-B will submit the required information to CDPHE for design approval.
Design Fee $3,000 Bidding Services J-U-B will provide project bidding services on a time and material basis. The bidding services will include the preparation for advertisement, bid evaluation, recommendation of award, and ultimately the notification of award. JUB will be available for questions and comment as necessary. As addendums are needed JUB will submit documentation to the Town for distribution to the bidders.
Estimated Effort – 65 hrs for Time and Materials
J-U-B assumes the Pall MF upgrade will be bid as part of the NF bid package. Overall Estimate Design Lump Sum:
NF Design Fee: $27,000
MF Design Fee: $7,000
MF design fee is not a standalone estimate; the fee is based on performing tasks in conjunction with the NF design. If done as a standalone task, additional time and resources would be required.
CDPHE Compliance Documentation and Permitting: T&M
Bidding Services: T&M Estimated at 65 hours
Construction Services: T&M to be determined
PROPOSAL FOR RO SYSTEM
Ref: Proposed RO WATER TREATMENT SYSTEM
For the Town Of Wellington
Shelton Associates, Inc. Proposal 17-0822-0 Rev 1
Date: March 22, 2017
Proposal Prepared by:
Paul Thoen
Proprietary Notice All information supplied herewith, including without limitation technical or financial data, know how, formulae, processes, designs, photographs, drawings, specifications, software programs and samples and any other material bearing or incorporating any information relating Shelton Associates, Inc. (“SAI”) products or systems is proprietary information belonging to SAI. Such information shall not be copied, reproduced, used or disclosed, (in whole or in part) without the prior written consent of SAI for any purpose other than that for which it has been supplied. Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Table of Contents PROPOSAL FOR RO SYSTEM ...... 1 Ref: Proposed RO WATER TREATMENT SYSTEM ...... 1 Town Of Wellington ...... 1 Shelton Associates, Inc. Proposal 17-0822-0 Rev 1 ...... 1 Proposal Prepared by: ...... 1 Paul Thoen ...... 1 1 Contractor’s Qualifications and Basis of Design ...... 3 1.1 Contractor’s Qualifications ...... 3 1.2 Design Basis ...... 6 2 Shelton Associates’ Scope of Supply ...... 7 2.1 RO Membrane System – Modified Muni-100 RO Skid ...... 7 2.2 Chemical Feed Pumps ...... 9 3 Alternate Shelton Associates’ Scope of Supply ...... 10 3.1 Membrane System - Modified Muni-225 RO Skid...... 10 3.2 Chemical Feed Pumps ...... 12 4 System Documentation ...... 13 5 Shipping and Handling ...... 15 5.1 Commissioning and Start-Up Assistance ...... 15 6 Commercial Offer ...... 17 6.1 Pricing ...... 17 6.2 Pricing Notes ...... 17 6.3 Shelton Associates’ Invoicing and Payment Terms ...... 17 6.4 System Warranty ...... 18 6.5 Equipment Shipment and Delivery ...... 18 7 Town of Wellington Responsibilities ...... 19 7.1 Conditional Offering ...... 20 7.2 After-Sales Service ...... 20 8 Acceptance ...... 21 8.1 How to Accept this Proposal ...... 21 8.2 How to Submit a Purchase Order ...... 21
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
1 Contractor’s Qualifications and Basis of Design 1.1 Contractor’s Qualifications
Company Background
Shelton Associates, Inc. (SAI) is a full service system integrator specializing in industrial wastewater treatment and chemical recovery systems. SAI is based in Lancaster County, Pennsylvania and along with our affiliated company, Separation Engineering Inc. (SEi), we have been supplying and servicing capital equipment for over thirty years. SAI/SEi designs, fabricates, installs, and services a wide variety of both conventional physical/chemical treatment systems (e.g. neutralization, clarification, media filtration, and ion exchange equipment) and advanced membrane technology based systems (MF, UF, NF, and RO). SAI and SEi share common ownership and resources, essentially function as an integrated company.
Separation Engineering is headquartered in Escondido, CA in its 16,000 sq.ft. manufacturing and engineering plant. The majority of the work that would be done for this project will be at SEi’s plant in Southern California. SEi has been building membrane filtration systems in southern California since 1983.
Shelton Associates takes pride in its strategic approach to projects:
We seek to partner with our clients to find the best solution for their unique problems. We can work with our clients in every phase of a project, from project conception to system commissioning. We provide equipment and services for bench top testing to small-scale pilot studies to full- scale industrial plants. We also offer after sales support and extended service contracts. We are committed to building long lasting, mutually beneficial relationships with our clients. We do this by listening to our clients and letting the project requirements determine the solution that we offer rather than limiting our offer to products and technologies than we have sold in the past. We pride ourselves on providing complete systems, not just system components or partial solutions. Whether the system requires conventional chemical treatment, clarification, ion exchange, or advanced membrane filtration; we can provide the whole solution. We have nurtured relationships with all the major membrane suppliers allowing us to offer a broad range of advanced membrane technologies and products.
Company Capabilities
Below is a partial listing of Shelton Associates’ application experience, gained from more than thirty years of working in industrial water and wastewater treatment:
Acid and Caustic Recovery Metal Working Wash Water Acid Rock Drainage (ARD) Recovery Alkaline Cleaner Recovery Membrane Bioreactors (MBR) Automotive Wastewater Treatment Mining Water Treatment Boiler Feed Water Treatment Oil Field Produced Water Brewery Wastewater Treatment Oily Wastewater Treatment Food and Beverage Processing Specialty Chemicals Production
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Specific Ion, Protein, or Product Treatment of Metal Plating Fractionation Wastewater Surface Water Treatment
In addition to having broad process engineering experience, Shelton Associates also provides a wide range of product technologies including:
• Advanced Membrane Filtration Systems Including Microfiltration, Ultrafiltration, Nanofiltration, and Reverse Osmosis. Systems designs utilize Spiral Wound, Hollow Fiber and Tubular Membranes. • Membrane Bioreactors employing either hollow fiber or tubular ultrafiltration membranes. • Lamella Clarifiers • Train and Mixed Bed Demineralizers • Multimedia Filters • Electro Deionization (EDI) • Radial Deionization (RDI) • Advanced Control Systems • Chemical Treatment Systems • Packaged Neutralization Systems • Chemical Feed Packages
Shelton Associates has a staff of chemical, electrical and mechanical engineers that are responsible for machine design, structural and systems design, process engineering, component selection, electrical and wiring design, PLC and HMI programming, etc. AutoCad 3-D models can be provided to show equipment dimensions, connection points, skid configurations, etc. Upon request, Shelton Associates can provide complete installation drawings, including interconnecting piping and electrical conduit runs and bills of materials. Field technicians and work crews can either install equipment or assist the customer’s General Contractor by answering questions on-site. Factory trained field service technicians perform system commissioning and start-up services. Experienced and knowledgeable process engineers can help clients troubleshoot system problems and optimize system performance. Our aftermarket and technical services group can offer extended service and maintenance contracts to support our clients long after the system start-up is completed and turned over to the plant.
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Shelton Associates maintains an in-house applications and analytical lab to support our clients. In addition to bench scale test equipment, we have extensive analytical testing equipment. Some of our in-house analytical test equipment include:
• PerkinElmer® NexION ® 350X ICP-MS with Autosampler • HACH Model HQ40d Multimeter • YSI Model 910 COD Colorimeter • YSI Model CR2200 Thermal Reactor • Applied Membranes Model SDI-PU Direct Reading SDI Test Kit • Barnstead/Thermolyne Furnance • VWR Oven • Mettler Toledo MS Balance • IEC Clinical Centrifuge • Two laboratory fume hoods • Four-beaker gang stirrer for coagulation jar testing
Large Capital Project Experience
SAI has executed large capital equipment projects around the world and in many different industries. We have done business in Bahrain, Canada, China, India, Mexico, Peru, Saudi Arabia, the United Kingdom, etc. Some of SAI/SEi’s clients include:
Barrick Gold Exide Batteries C&D Technologies GE Water Carnival Cruises Gerdau Chevron Honda Motors Domtar Paper Johnson Controls DuPont Tatweer Petroleum East Penn Manufacturing Unilever Enersys Veolia Environmental
Company Insurance
SAI/SEi maintains the following types of insurance through Sentry Insurance Company:
General Liability $3 million Aggregate Excess/Umbrella $6 million Aggregate $6 million each Occurrence Bodily Injury & Property Damage $1 million Aggregate $1 million each Occurrence Automobile Liability $1 million Workers’ Compensation Statutory
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
1.2 Design Basis
The proposed system is designed to process the concentrate stream from the existing Nanofilter system. Since a complete water analysis is not currently available, SAI has projected the water quality of the NF concentrate stream based on conductivity, hardness and alkalinity values provided by the Town of Wellington. Therefore, the design basis for this RO treatment system is as follows:
Table A: Steady State Feed Wastewater Composition Parameter Design Basis Feed Flow Rate 90 gpm Permeate Flow Rate 72 gpm Concentrate Flow Rate 18 gpm Temperature 12 – 25 oC pH 7.0 - 7.75 ORP <350 mV TSS <1 ppm SDI <3 TDS <3,000 ppm Conductivity <4,000 uS/cm Total Hardness <1,600 ppm Total Alkalinity (as CaCO3) <900 ppm Calcium (as Ca) <400 ppm Magnesium (as Mg) <150 ppm Barium <0.1 ppm Silica 20 ppm Total Chlorine <1 ppm Sulfate (as SO4) <80 ppm Oil and Grease <1 ppm
Note that feed water with constituents higher than those given in Table 1 may impact the RO recovery rate and/or permeate quality. A comprehensive water analysis will be required to determine precise RO operating parameters, including permeate quality, recovery rates and feed pressures.
Table C: Site Conditions Parameter Design Site Elevation (Altitude) 5,200 ft Site Location Wellington, CO
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
2 Shelton Associates’ Scope of Supply 2.1 RO Membrane System – Modified Muni-100 RO Skid
Model MUNI-100,480/3/60 Part Number Modified
Performance Data Design Permeate Flow 72 gpm Feed Flow 90 gpm Concentrate Flow Rate 18 gpm Recoverya 80% Design Temperature 12 - 25 °C Design pH 7.0 – 7.75 System Inlet Pressure 25 - 50 psi System Operating Pressure 120 psi
Components Cartridge Filtration Housing Quantity 1 Housing Model, Manufacturer HX-0740-3.0-V-316,Wavecyber Cartridge Filter Model ROSave.Zs®, RO.Zs 01-40-XK,Melt-blown polypropylene Rating, Length 1-micron nominal,40-inches Filter Quantity 7
Membrane Element Housings Membrane Housing Model SH-4/823 Housing Manufacturer Codeline or Equal Number of Housings 5 Housing Length 4 Housing Diameter 8 Banking Arrangement 2-2-1-1
High-Pressure Pump Model SS12508 Manufacturer GE / Tonkaflo Quantity 1 Motor Hp and Type 25 HP, TEFC Motor FLA 34 Amps
Membrane Elements Model MUNI-RO-400-LE-WT or Equal Manufacturer GE Quantity 24 Membrane Type FRP Wrapped, PA
Materials of Constructions Filter Housing 316 SS, Bead Blasted Finish Feedwater Piping Schedule 80, PVC High-Pressure Piping Stainless Steel, Sch. 10, Mill Finish
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Permeate Piping Schedule 80, PVC High-Pressure Pump Housing 304 Stainless Steel, Mill Finish High-Pressure Pump Internals Noryl Membrane Element Housings FRP, White Frame Carbon steel, Epoxy-coated blue finish Pneumatic Tubing Polyethylene Tubing Fittings and Couplings Galvanized
Installation and Utility Requirements Inlet 3.0-inch, Flange Permeate 3.0-inch, Flange Concentrate 2.0-inch, Flange Inlet (CIP) 2.0-inch, Flange Permeate (CIP) 2.0-inch, Flange Concentrate (CIP) 1.5-inch, Flange Compressed Air 0.25-inch FPT Inlet Water Pressure 30 psi Compressed Air Requirement 80 psi (5.5 Bar) minimum oil-free Drain to be Sized for 33 gpm Power 15 HP Motor Power 460VAC, 3-phase, 60Hz Control Circuit 120V, 1-phase, 60Hz, 10 Amps Skid (H X W X D) 93 in, 202 in, 53 in Shipping Weight Estimate 8880 lbs
Control / Electrical System Components Processor: PLC - Compact Logix 1769-L35E w/Flex I/O Enclosure NEMA 4 (painted blue), RO Skid Mounted Operator Interface PanelView Plus® 1250 Communications Ethernet Conduit Single and three-phase power wire in liquid-tight flexible conduit. Low voltage signal wire shall be provided in shielded multiconductor cable per NFPA 79.
Control Screens Included Security access screen System overview (pictorial) System data display Alarm history Individual component display of operational status, 4-20 mA instruments and control Alarm status and indication Alarm description Set point screens
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Instrumentation Instrument Display Manufacturer Locations Instrument Center Signet GF Signet 8900 Multimeter Flow Meters HMI/Local Signet Permeate, concentrate Pressure Switch HMI United Electric Feed, permeate, concentrate Pressure Transmitter HMI GE Sensing Primary, Final, Interstage Pressure Gauge Local indication Ashcroft Pre-filter, post-filter, primary, final, interstage, permeate, concentrate, pump discharge Conductivity / HMI/Local Signet Permeate, Feed Temperature pH Meter HMI/Local Signet Feed
Membrane System Alarms Low Inlet Pressure Total Differential Pressure High Switch High/Low pH High Temperature High Permeate Pressure High Concentrate Pressure
Features Included Allen Bradley processor and components Battery back-up on processor Electronic copy of program Pre-filter cartridge filter housing mounted on the membrane skid FRP encased membrane element High-pressure pump mounted on the membrane skid FRP Membrane Housing Low-pressure,permeate water flush Optional feed water flush HP feed pump VFD (Variable Feed Drive)
Note: The feed water to the RO system must have less than 350 mg/l chlorides as ions. Higher chloride levels may not be compatible with the RO materials of construction.
2.2 Chemical Feed Pumps
Chemical Feed Packages Number of Chemical Feed Pumps 3 (Acid, Anti-scalant and Sodium Bisulfate) Type of Pumps Electronic solenoid driven Pump Manufacturer LMI, Walchem or equal
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
3 Alternate Shelton Associates’ Scope of Supply
3.1 Membrane System - Modified Muni-225 RO Skid
Model MUNI-225,480/3/60 Part Number Modified
Performance Data Design Permeate Flow 132 gpm Feed Flow 165 gpm Concentrate Flow Rate 33 gpm Recovery 80% Design Temperature 12 - 25 °C Design pH 7.0 – 7.75 System Inlet Pressure 40 psi System Operating Pressure 110 psi
Components Cartridge Filtration Housing Quantity 2 Housing Model, Manufacturer Wavecyber Cartridge Filter Model Melt-blown polypropylene Rating, Length 1-micron nominal,40-inches Filter Quantity 14
Membrane Element Housings Housing Manufacturer Codeline or Equal Number of Housings 9 Housing Length 6 Housing Diameter 8 Banking Arrangement 5-3-1
High-Pressure Pump Manufacturer GE / Tonkaflo or Equal Quantity 1 Motor Hp and Type 40 HP, TEFC Motor FLA 52 Amps
Membrane Elements Model MUNI-RO-400-LE-WT or Equal Manufacturer GE Quantity 54 Membrane Type FRP Wrapped, PA
Materials of Constructions Filter Housing 316 SS, Bead Blasted Finish Feedwater Piping Schedule 80, PVC High-Pressure Piping Stainless Steel, Sch. 10, Mill Finish
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Permeate Piping Schedule 80, PVC High-Pressure Pump Housing 304 Stainless Steel, Mill Finish High-Pressure Pump Internals 304L Stainless Steel Membrane Element Housings FRP, White Frame Carbon steel, Epoxy-coated blue finish Pneumatic Tubing Polyethylene Tubing Fittings and Couplings Galvanized
Installation and Utility Requirements Inlet 4.0-inch, Flange Permeate 4.0-inch, Flange Concentrate 3.0-inch, Flange Inlet (CIP) 3.0-inch, Flange Permeate (CIP) 3.0-inch, Flange Concentrate (CIP) 3.0-inch, Flange Compressed Air 0.25-inch FPT Inlet Water Pressure 30 psi Compressed Air Requirement 80 psi (5.5 Bar) minimum oil-free Drain to be Sized for 75 gpm Power 40 HP Motor Power 460VAC, 3-phase, 60Hz Control Circuit 120V, 1-phase, 60Hz, 10 Amps Skid (H X W X D) 99 in, 282 in, 73 in Shipping Weight Estimate 14460 lbs
Control / Electrical System Components Processor: PLC – Allen Bradley Compact Logix Enclosure NEMA 4 (painted blue), RO Skid Mounted Operator Interface PanelView Plus® 1250 Communications Ethernet Conduit Single and three-phase power wire in liquid-tight flexible conduit. Low voltage signal wire shall be provided in shielded multiconductor cable per NFPA 79.
Control Screens Included
Security access screen System overview (pictorial) System data display Alarm history Individual component display of operational status, 4-20 mA instruments and control Alarm status and indication Alarm description Set point screens
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Instrumentation Instrument Display Manufacturer Locations Instrument Center Signet GF Signet 8900 Multimeter Flow Meters HMI/Local Signet Permeate, concentrate Pressure Switch HMI United Electric Feed, permeate, concentrate Pressure Transmitter HMI GE Sensing Primary, Final, Interstage Pressure Gauge Local indication Ashcroft Pre-filter, post-filter, primary, final, interstage, permeate, concentrate, pump discharge Conductivity / HMI/Local Signet Permeate, Feed Temperature pH Meter HMI/Local Signet Feed
Membrane System Alarms Low Inlet Pressure Total Differential Pressure High Switch High/Low pH High Temperature High Permeate Pressure High Concentrate Pressure
Features Included Allen Bradley processor and components Battery back-up on processor Electronic copy of program Pre-filter cartridge filter housing mounted on the membrane skid FRP encased membrane element High-pressure pump mounted on the membrane skid FRP Membrane Housing Low-pressure,permeate water flush Optional feed water flush HP feed pump VFD (Variable Feed Drive)
Note: The feed water to the RO system must have less than 350 mg/l chlorides as ions. Higher chloride levels may not be compatible with the RO materials of construction.
3.2 Chemical Feed Pumps
Chemical Feed Packages Number of Chemical Feed Pumps 3 (Acid, Antiscalant, and Sodium Bisulfite) Type of Pumps Electronic solenoid driven Pump Manufacturer LMI, Walchem or equal
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
4 System Documentation The following documentation will be supplied with the RO system.
Drawing and Data Submission Schedule AOA = After Order Acceptance CATEGORY DESCRIPTION ESTIMATED COMMENTS SUBMITTAL DATE TYPE PROCESS P & I Diagram 3 week AOA P&ID diagram for major Information Only components manufactured by Shelton Associates Operation and Within two weeks Includes the following Information Only Maintenance Manual after shipment components: Operation and maintenance procedures Spare parts list Trouble shooting procedure Subcomponent O&M manuals Control narrative* Control logic summary chart* Operation sequence chart* MECHANICAL General 4 - 6 weeks AOA Drawings of each Information Only Arrangements individual piece of equipment manufactured by Shelton Associates, showing piping & valves but excluding interconnecting pipe work ELECTRICAL Electrical Drawing 4 - 6 weeks AOA Includes the following Information Only components: PLC and control panel layouts (when a PLC is included in Shelton Associates’ scope) Electrical schematic diagrams Electrical bill of material Motor HP listing* Terminal block layouts* PLC Ladder Logic After customer Includes a copy of the Information Only acceptance annotated PLC program. Customer responsible to purchase necessary software.
* Not included for all equipment types
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Shelton Associates will submit drawings and/or documents to provide information to the customer consistent with the text in the proposal and related contract documents. Shelton Associates’ remaining engineering, sourcing, and manufacturing activities will proceed uninterrupted in order to meet Shelton Associates’ delivery commitments without waiting for an approval by the customer of the drawing or document. If the customer requests changes to the submitted drawing or document, Shelton Associates will issue a change order proposal for the customer’s consideration reflecting the added costs and delays necessary to implement the changes.
Note: Drawings, Operation and Maintenance manuals, HMI screens, Ladder Logic, and other system and component documentation are all provided in English. Where a Spanish translation is provided for the client’s convenience, the English version will govern.
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
5 Shipping and Handling All equipment will be shipped Ex-Works
5.1 Commissioning and Start-Up Assistance
Shelton Associates will provide on-site technical assistance by a factory trained field technician to assist with system commissioning and start-up. The following technical support is included with this offer
DAYS ON- DESCRIPTION OF WORK SITE
1 Phase 1 – Pre-start-up Inspection Visit: Includes time to inspect installation work, address questions, develop punch list of completion items necessary prior to return visit. 2 Phase 2 – System Commissioning: Includes preparing the equipment to operate, operating the equipment manually, operating the equipment automatically, testing control system, membrane wetting, and calibrating instrumentation. Also includes informal, hands-on training conducted by the service technician in the wastewater treatment room, in front of the equipment. 1 Phase 3 – System Start-Up: Includes time to be present for special owner testing such as a time period free of alarms, production run of specific product, etc. 1 Phase 4 – Formal Training: This includes formal training that typically takes place after the equipment has been started up. This does not include informal training that takes place during Phase 2 with an operator being present and assisting the technicians performing equipment commissioning. Training materials are Shelton Associates’ standard and available in English. Consult with sales representative if there are additional requirements. TOTAL This total assumes no weekends or a holiday are required and is based on an eight- 5 hour workday. Travel time to and from the job site for Shelton Associates’ Field Service personnel is accounted for in this estimate. Travel/living (T&L) expenses are also included. To ensure personnel availability, Shelton Associates requires a minimum of two weeks' advance notice to schedule equipment start-ups.
On-time completion of Shelton Associates’ startup and commissioning services requires satisfactory installation of all equipment by Customer. If additional service time is required for Shelton Associates’ commissioning scope due to Customer’s changes in scope or delays in completion of installation, additional charges will apply, billed at Shelton Associates’ Field Service Labor Rates.
Note: Shelton Associates cannot guarantee that technical support personnel (e.g. process engineers and field technicians) will be Spanish-speaking.
Start-Up and Commissioning Verification of removal of all residual debris from construction Supply raw materials, chemicals, oils, lubricants, and utilities during start-up and operation Labor to install membrane modules and elements Biomass seed material Telephone / fax / internet (Wi-Fi) access for Shelton Associates staff while on site
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Laboratory services, operating and maintenance personnel during equipment checkout, start-up and operation
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
6 Commercial Offer 6.1 Pricing
Pricing for the proposed equipment and services is summarized in the table below. All pricing is based on the operating conditions and influent water analysis that are detailed in the Basis of Design section of this proposal. Note that a comprehensive water analysis will be required to determine precise operating parameters of the RO skid.
Price Qty Description
1 Modified Muni-100 RO Skid Providing $175,311.00 72 gpm of Permeate Water
1 Alternative Modified Muni-225 RO Skid $215,565.00 Providing 132 gpm of Permeate Water
6.2 Pricing Notes
All prices quoted are in USD. Any sales, use, or value added tax is not included. The customer will pay all applicable local, state, provincial, or federal taxes and duties as provided in Shelton Associates’ Standard Terms and Conditions of Sale. The equipment delivery date, start date, and date of commencement of operations are to be negotiated. Commercial terms and conditions shall be in accordance with Shelton Associates’ Standard Terms and Conditions of Sale. This proposal and the rates provided herein are subject to final site, environmental, Shelton Associates compliance check, and financial due diligence by Shelton Associates. This proposal supersedes all previous proposals and correspondence. Seller’s price and delivery schedule are based on the assumption that Buyer will take delivery as and when foreseen by the schedule. Where this is not the case, the Parties must agree in advance an alternative place of delivery, failing which the Seller will be entitled to ship the equipment to storage. Buyer shall issue a Change Order to take into account any additional cost or delay incurred by Shelton Associates in implementing this change. Seller may manufacture and source the Equipment and any part thereof globally in the country or countries of its choosing, provided that the Equipment complies with all of the requirements specified in this Agreement. This is a budgetary proposal, not valid for equipment purchase.
6.3 Shelton Associates’ Invoicing and Payment Terms
Terms are 50% invoiced with order due net 15 days after invoicing, 30% due after receipt of long lead items net 30 days but prior to equipment shipment, 10% due prior to equipment shipment, and 10% due upon substantial completion of installation and start-up but not to exceed 90 days from equipment readiness to ship.
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
Proposed payment terms are subject to credit verification prior to order acceptance. Equipment shipment is contingent on receipt of initial two progress payments. Shipping and handling fees are not included.
Invoices are due upon receipt unless noted differently above.
6.4 System Warranty
Shelton Associates can provide both system performance guarantees and equipment warranties. These warranties can be provided upon request and after additional analytical test results are made available.
6.5 Equipment Shipment and Delivery
If an equipment shipment estimate is required, please contact Application Engineering. The Buyer and Seller will arrange a kick-off meeting after contract acceptance to develop a firm shipment schedule. Title and risk of loss will transfer upon delivery in accordance with FCA (INCOTERMS 2010) designated factory.
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
7 Town of Wellington Responsibilities
The Town of Wellington will provide the following for installation and operation of the proposed RO skid.
WATER MANAGEMENT
o Delivery of the existing NF Concentrate water at 80 - 100 gpm and 40 psi
o Management, treatment and disposal of the RO Concentrate water
o Management, treatment and re-injection of approximately 65 – 75 gpm of RO Permeate water
FACILITIES, EQUIPMENT & MATERIALS
o A heated, lighted building adequate to house the RO skid, tanks, pumps and components with level concrete floor with spill containment and drainage provisions as required by Federal, State and Local codes.
o Unload, set and install the RO skid, tanks, and pumps necessary for the operation of the System.
o Supply and install all tanks, interconnecting piping, fittings, valves, piping accessories, pipe banding/ ID and supports required to connect the RO skid, pumps, instruments and components.
o Supply and install all interconnecting electrical conduit, fittings, enclosures, boxes, cable tray systems, cable, wire, electrical accessories, switchgear, motor starts, identification, and supports required to connect RO skid as detailed in the engineering documents.
o Supply and install all interconnecting piping to and from battery limits for all feed, concentrate and permeate water.
o Make all arrangements for and provide any necessary site-specific safety training required for work at the plant site.
o Obtain all Federal, State and Local permits, approvals and permissions required to operate the RO skid for drinking water production.
o Supply all electrical power requirements to operate the RO skid and associated pumps including 480 V/3-Φ/60 Hz electric power.
o Supply and install all chemical tanks required to operate the RO skids including acid, antiscalant and sodium bisulfite.
o Provide any programming changes to the PLC/HMI to integrate operation of the existing NF skid to the proposed RO skid.
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
7.1 Conditional Offering
Customer understands that this proposal has been issued based upon the information provided by customer, and currently available to, Shelton Associates at the time of proposal issuance. Any changes or discrepancies in site conditions (including but not limited to system influent water characteristics, changes in environmental, health, and safety (EH&S) conditions, and/or newly discovered EH&S concerns), Customer financial standing, Customer requirements, or any other relevant change, or discrepancy in, the factual basis upon which this proposal was created, may lead to changes in the offering, including but not limited to changes in pricing, warranties, quoted specifications, or terms and conditions. Shelton Associates’ offering in the proposal is conditioned upon a full Shelton Associates EH&S and Customer financial review. 7.2 After-Sales Service
Shelton Associates can offer a complete line of after sale service support. This can include full Operation & Maintenance, regularly scheduled service visits. Should you want to learn more about Shelton Associates’ expert service offerings on your equipment, please contact your local Shelton Associates Sales Representative. In North America, please dial (717) 687-0737 to contact a customer service representative.
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
8 Acceptance There are two ways that you can place an order with Shelton Associates and facilitate the order entry process. You can simply complete and sign Section 6.1. below, or if your purchasing procedures require a PO to be issued, you can follow the instructions listed in section 6.2.
8.1 How to Accept this Proposal
If you wish to accept this offer, as fully detailed in this proposal, please sign in acknowledgement below. Upon acceptance of your order, Shelton Associates will countersign and return a copy for your records.
Proposal Acceptance
This proposal, including the attachments hereto, constitutes the entire agreement between Town of Wellington and Treatment Technologies Division of Shelton Associates, Inc. (“Shelton Associates”) and supersedes all prior written or oral understandings. This agreement of sale may only be amended, supplemented, modified, or cancelled by a duly executed written instrument signed by both Toyota and Shelton Associates. IN WITNESS WHEREOF, the duly authorized representatives of both Toyota and Shelton Associates have signed the agreement of sale.
Town of Wellington SHELTON ASSOCIATES, INC.
By (Signature): ______By (Signature): ______Name (Print): ______Name (Print): ______Title: ______Title: ______Date: ______Date:______
8.2 How to Submit a Purchase Order
To ensure accurate and prompt order entry, product delivery, billing and accounts receivables processing, please ensure your Purchase Order contains the following information:
1. Hard Copy: If a PO is to be issued, Shelton Associates requires a hard copy with full customer and order details – by postal mail, e-mail, or fax.
2. Entity: Please identify Shelton Associates Inc. 15 Prestige Lane Lancaster PA 17603 as the ‘Seller’ on any Purchase Order(s).
3. Communicate your PO to our central order processing department at:
E-Mail: [email protected] Fax: (717) 687-0747 ext. 102 Postal Mail: Shelton Associates, 15 Prestige Lane, Lancaster, PA 17603
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Shelton Associates Proposal #17-0822-0 Rev 1 Confidential and Proprietary Information Submitted to: Town Of Wellington March 23, 2017
4. Proposal Number: Please reference the Proposal #17-0822-0 Rev 1 dated 21 March 2017, in any purchase orders.
5. Quantity with units of measure (UOM) needs to be stated for each item listed in the PO.
6. Unit Price and / or Total Price need to be stated alongside the information so that the Purchase Order can be cross checked against any proposal detail.
7. Delivery Location (Ship-to Address): Please clearly define the delivery location.
8. Delivery Date: Please include your requested delivery date in your PO. Upon receipt of the PO the requested delivery date will be reviewed, if that date is achievable based upon current factory loading it will be confirmed back to you via the confirmation information indicated on your PO, if the requested delivery date is not achievable a representative will contact you to discuss how to proceed. If a delivery date is not included in your PO the next available production capaTown will be utilized and confirmed back to you.
9. Execute: Please sign and date below and include this page with your purchase order. Upon acceptance of the PO, Shelton Associates will sign and date this page and return it to Toyota.
For: For: Town of Wellington Shelton Associates, Inc.
Name: ______Name: ______Signature: ______Signature: ______Date: ______Date: ______
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Response to RFP: Wellington Water Treatment Facilities Engineering Services
March 3, 2017 Stantec Consulting Services Inc. 3325 South Timberline Road Suite 150, Fort Collins, CO, 80525
March 3, 2017
Attn: Water Treatment Facilities Consulting Engineer Selection Committee Town of Wellington 3735 Cleveland Avenue P.O. Box 127 Wellington, CO 80549 RE: Wellington Water Treatment Facilities Engineering Services RFP
Dear members of the selection committee,
When the residents of Wellington turn on their water taps, they don’t always think about the work and planning that goes into providing safe drinking water. But like you, we think about it a lot and have been thinking about it while we worked alongside you on various upgrades to your water and wastewater infrastructure. As your town continues to grow and you look for solutions to capacity and taste and odor concerns, we would like to continue to work beside you to find innovative solutions that will help your water facilities meet the short- and long-term needs of your community.
We understand you have pressing capacity issues this summer, and we have already started researching a mobile micro-filtration unit that could be placed at your site. We have already done this leg work, so we don’t have to take time to get up to speed. Our team can hit the ground running upon notice of award to get this solution in place. Because of the tight timeline, we propose submitting the application to the Colorado Department of Public Health and Environment for addition of the mobile unit two days after notice of award.
While we work on solving your short-term capacity issues, we will also be working to find long-term solutions for your facilities so you can offer reliable service to your growing population for years to come. We have assembled a team that is uniquely positioned to find solutions that work with you by combining staff with Wellington experience (for example, Terry McEnany) with new staff (including experts from Stantec’s recent acquisition of MWH). This approach provides a fresh perspective on treatment options while integrating the institutional knowledge we have gained working with you for decades.
Stantec has the manpower, resources, technical expertise, and experience to successfully complete this project. We will operate as a fully integrated member of your team, acting as a seamless extension of your staff. In addition to our proposed team, Stantec has over 1,900 water staff in our organization and over 90 here in Colorado who are available to assist the proposed project team if needed. We can draw on the knowledge of many specialists who have expertise in almost every aspect of water treatment.
We have listed a few of our many references in this proposal. But in all honesty, Stantec’s most important client reference is the Town of Wellington. Our performance on previous projects, our working relationship with your staff, and our familiarity with treatment and infrastructure systems has allowed us to successfully serve the town over the past 30 years, including 18 years as town engineer.
We have a strong commitment and a demonstrated dedication to the Town of Wellington and very much wish to
continue our service to your community.
}WI) }WI) v v Sincerely, �fr
STANTEC CONSULTING 1 SERVICES INC.
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11 1
Cort Nickel Project Manager (970) 449-8662 [email protected] What’s Inside Executive Summary...... 1 Key qualifications ...... 2
Project Understanding...... 5 Familiarity with Existing Water System ...... 5 Understanding of Water Treatment Facility Needs...... 5 Expected Challenges ...... 8 Familiarity with Town Construction Standards...... 8 Knowledge of Your Design and Building Requirements...... 8
Statement of Qualifications...... 9 Relevant Experience...... 9 Similar Projects...... 11 Prior Experience with Town ...... 20 Stantec’s Environmental Services...... 21 Knowledge of Funding Agencies and Processes...... 21
Project Team & Key Personnel ...... 23 Organizational Chart...... 23 Bios of Key Personnel ...... 24 Subconsultants...... 26
Proposed Project Plan...... 27 Approach...... 27 Project Plan...... 27 Project Timeline...... 27 Scope of Work ...... 27 Phase 1: Immediate Capacity Expansion ...... 27 Phase 1 Project Deliverables ...... 29 Phase 2: Develop Master Plan...... 29 Phase 2: Project Deliverables...... 31 Quality Assurance and Quality Control...... 31 Project Management Techniques...... 32 Proposed Project Schedule...... 33
Client Satisfaction & References...... 35 References ...... 35 Awards and Recognitions ...... 35
Appendix A: Resumes ...... A-1 Appendix B: Mobile Water Treatment Equipment...... B-1 Appendix C: PALL CORP Proposal for Mobile Water Treatment Plant. . . . . C-1 Executive Summary Stantec understands that a safe and reliable water Health and Environment (CDPHE) Design Criteria supply is essential to the future of the Town of and determine whether the collective process will Wellington and embraces the trustees’ vision of water support the addition of the proposed MF mobile independence. We want to work beside you to move treatment plant. that vision forward by providing sound technical support to help you achieve your goal. One of our initial steps upon the notice of award would be to set up a meeting with the CDPHE to fully determine the requirements for permitting and Emergency Expansion obtaining design approval for the immediate capacity construction. We feel that there are opportunities to Plan and Water significantly expedite the approval process as this is a capacity increase with the intention to utilize/ Treatment Facilities expand the use of an existing process. We feel that an immediate application submittal would dramatically Master Plan improve the Town’s ability to obtain approval in time As the trustees are aware, growth has pushed the to meet the demands for the spring and summer of Town’s existing water treatment facilities (WTFs) to 2017. This work will be completed in parallel with our their limit. More specifically, depending on weather near-term and long-term master planning efforts. and due to factors including the total number of Additionally, we understand that the Town has begun system users (i.e., total demand), overall system to explore an emergency consecutive user connection production capability, and other factors germane to with neighboring water districts. Although this the operation of a water utility, the Town is concerned does not align with the Town’s long-term goal of an that operators may not be able to meet peak summer independent water utility, connecting to an existing 2017 demands. potable water source, especially as an emergency As such, the Town seeks opportunities to add connection, could be a viable short-term solution treatment capacity immediately and has explored the that would allow further development of a more addition of a trailer mounted micro-filtration (MF) comprehensive long-term plan. facility. Our charge is to use our extensive experience Once we have clarity on the timing for the immediate with your water infrastructure to address potential capacity approval process of adding a mobile MF unit, issues associated with the proposed MF addition we will begin working with the Town to develop the quickly and effectively. Our work will evaluate master plan with the understanding that the Town each unit process (individually and collectively) for desires to keep the existing MF facilities. Through compliance with Colorado Department of Public our work, we will provide guidance on how best to
Executive Summary Stantec Consulting Services Inc . 1 incorporate the mobile unit into near-term and long- term improvements. This will help us understand how Key qualifications to effectively utilize space currently occupied by the conventional WTF and whether it should remain Our water treatment as-is, re-purposed, or be expanded. qualifications The Town has several viable options on how to use At Stantec, we focus on efficient and reliable designs this space, but integral to each option is addressing that meet changing regulatory requirements and the taste and odors (T&O) issues that have beset provide safe drinking water now and in the future. existing operations. Our process expert, Charlie Our designs achieve capital savings and minimize Bromley, will lead a design workshop with the Town expenditures. We have helped communities across Steering Committee that will focus on exploring Colorado—including Fort Collins, Crested Butte, the pros, cons, and opportunities of the existing Morrison, Avon, Boulder, Colorado Springs, and facilities to effectively deal with the T&O concerns of more—resolve and plan for capacity issues due to the Town—while concurrently adding much needed growing populations. We’ve provided assistance with capacity. Charlie will also present the pros and cons CDPHE compliance and helped secure permitting of alternative technologies to mitigate T&O issues quickly so projects can move forward and towns can (Acti-flo, Dissolved Air Flotation, Ozone), provide provide safe, reliable water services to their residents. sizing based on CDPHE drinking water standards, We provide water and wastewater services and address how the collective treatment process throughout the globe, and our experience includes (how changes to unit one processes may affects other small plants, as well as plants with over 200 mgd unit processes) would work for up to three alternative capacity like the Sacramento River Water Treatment technologies. We believe these workshops will provide Plant in California. The team we have assembled great clarity in how the Town would add capacity and for this project combines personnel who possess addresses T&O issues at their existing facilities. knowledge of your facilities with experts from the Our work will be compiled into the 2017 Water MWH acquisition. These specialists will bring a new Treatment Facilities Master Plan and will provide a perspective to this project and help us find the most comprehensive plan to meet buildout conditions of the effective and innovative solutions for your facilities. Town. The plan will include evaluations of required With our acquisition of MWH, the Stantec team infrastructure for the three alternative processes is approximately 22,000 employees strong, and we evaluated, including project capital, operations and work in over 400 locations across six continents. Our maintenance, and life-cycle cost estimates. The work—engineering, architecture, interior design, project manager will prepare a financial plan that landscape architecture, surveying, environmental looks at alternative funding source interest plans sciences, project management, and project economics, as selected by the Town while seeking financial assistance in each phase of the project—planning, from initial project concept and planning through design, and construction. design, construction, and commissioning—begins at the intersection of community, creativity, and client Following completion and acceptance of the water relationships. With a long-term commitment to the treatment facilities master plan by the Town, we will people and places we serve, Stantec has the unique begin phase 1 design services as further defined in our ability to connect to projects on a personal level and detailed project approach herein. advance the quality of life in communities across the globe.
While we have a significant volume and depth of 10 billion staff, Stantec still operates each office with a local Our plants clean over office approach to personalized attention to our 10 billion gallons of clients—regardless of their size or the complexity of water and wastewater their projects. per day
2 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Our team Our history of working The technical staff we have proposed for this project alongside you have tremendous expertise in the areas of service that will be required to make this project a success. Stantec’s resume is replete with successful projects we have completed for the Town of Wellington Our project manager, Cort Nickel, has helped other since the 1980s. The most recent is the wastewater Colorado communities explore funding options for treatment plant 450,000 gallon per day (GPD) water facilities upgrades and is adept at managing upgrade—accomplished on time and under budget. projects that meet the budget constraints of utilities providers. Our treatment process expert, Charlie Key members of our proposed project team have been Bromley, co-authored the textbook, “Water Treatment involved in the design of large portions of the existing – Principles and Design.” Charlie will be an integral plant, including pre-treatment, micro-filtration, part of the assessment of alternatives. He is presently raw water transmission, metering, UV disinfection involved in the design of the Soldier Canyon Water systems, and the rehabilitation of your two MG tank. Treatment Facility improvements for We are intimately familiar with the facility, know the Tri-Districts (a.k.a., East Larimer its history, and have the plans and specifications for County Water District, North Weld previous improvements in our files, so we are ready to Water District, and Fort Collins get started right away. Loveland Water District) in Fort Collins; an improvement to allow the Tri-District to treat 60 million gallons of water per day. Our treatment process design lead, Terry McEnany, has been working on your facilities for years and will work with Charlie to identify innovative solutions that actually work with your infrastructure.
Many members of our team are conveniently rolling- off the Mesa Water Treatment Plant design for Colorado Springs Utilities and are available to hit the ground running. We bring local experience, retrofit expertise, and the ability to provide almost every discipline in-house. We will utilize subconsultant Soilogics for geotechnical investigation. Facilities designed for the long haul Our approach is collaborative in nature with interactive workshops with the Town steering committee—including trustees, administration, and operations staff—to assist the team in decision making. Our philosophy is that input from the operation and maintenance staff is key to a successful design. The amount of time in the design process is a small portion of the life of a project (i.e., two percent to four percent). But operation of the facility is a significant portion of the project’s life, and if the operators have not had input and bought into the plan/processes, then the plant may not function as intended.
Executive Summary Stantec Consulting Services Inc . 3 Our team in numbers:
+580 The number of Stantec professionals in Colorado
+1,900 The number of water staff in our organization
9 The number of office locations in Colorado, including Fort Collins
~22,000 The number of Stantec employees across the globe
+400 Office locations across the world
Morrison Water Treatment Plant Expansion Project, Morrison, Colorado
4 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Project Understanding Familiarity with Existing Understanding of Water Water System Treatment Facility Stantec’s understanding of your water treatment facility is unique. As previously discussed, we bring 18 Needs years of knowledge to this project, having performed Four areas of need have been identified for the numerous upgrades to the original facility. The Wellington water system: following will show our thorough understanding and ability to launch into design with no amount of time 1. Pretreatment for T&O compounds in the source required to get up to speed. We firmly believe that water from Wellington Reservoir #3 collectively we know more about the Town’s existing 2. Treatment plant capacity water utility than any other firm. 3. Water treatment residuals (backwash and solid In brief, the Town has a primary water supply that waste) treatment and handling is controlled by private interests. The North Poudre Irrigation Company delivers water to their customers 4. Disinfection of drinking water through a series of transfers between canals and reservoirs. This creates many challenges for the Town’s water treatment staff due to the variability Taste and Odor of water quality and limited opportunities for source Cyanobacteria (commonly mislabeled as blue- water protection. green algae) and actinomycetes can produce 2-methylisoborneol (2-MIB) and geosmin. Geosmin As the Town has grown, so has the size and complexity and 2-MIB are two compounds known to produce of the water utility. The conventional water treatment musty/earthy tastes and odors in drinking water. plant has seen several expansions and modifications These compounds are routinely monitored during the since first coming on-line in 1983. The conventional summer to give plant operators a chance to anticipate plant treats surface water from Wellington Reservoir issues and implement measures for removal. However, #3 using chemical pretreatment, coagulation, this warning system is, at best, reactive. Conversely, flocculation, sedimentation, and filtration. The operators have been using copper sulfate to control conventional plant is operated during the summer the growth of algae in Wellington Reservoir #3 as a to meet peak demands. It is during this time that the proactive measure; unfortunately, this approach has demands are taxing the capacity of the entire water serious limitations. system. T&O constituents in the raw water also increase while the peak demands occur. Once the concentrations of these compounds rise above a threshold, operators begin to respond with The Town also operates two membrane filtration treatment process changes, including increased plants. The micro-filtration system treats surface dosing of powdered activated carbon (PAC) to the water from Wellington Reservoir #3 and the nano- conventional process and coagulant to both the filtration system treats groundwater from the Wilson conventional and MF treatment units. As these wells. The combined capacity of these two membrane dosages are increased, both processes must be plants meets the Town’s needs for much of the year. backwashed more frequently, which decreases the net production of drinking water available to the The potable water delivery system has two storage Town’s residents. The Town has done a great job of tanks (total of three million gallons of capacity) maintaining this delicate balance but, again, there is and two transmission pipelines, either of which can a fine line of diminishing returns. In addition, higher deliver drinking water to the Town’s residents. This pollutant loading and chemical addition results in forms a robust and reliable delivery system. more waste residuals (limitations on the residuals treatment and handling processes are further discussed below).
Project Understanding Stantec Consulting Services Inc . 5 The conventional treatment process is assessed at Treatment Plant Capacity 3.5-log removal credit and chlorine disinfection must Rapid growth in the Town of Wellington combined provide the remaining inactivation. On the other with high demand usage during challenging source hand, the MF process is given a 4-log credit and a water quality conditions have resulted in a limitation minimum chlorine residual is the only requirement. where the treatment plants are not capable of producing When the water system is at full production during drinking water at their rated capacity. While the the summer, disinfection requirements are based on operators are pushing the plants to treat more water, the credit given for the conventional plant. The net they also must maintain compliance with CDPHE result is that a significant volume of the three million Drinking Water standards, all while source water gallons of storage tank capacity must be maintained quality is worsening. It is no wonder the operators for disinfection and the reserve capacity to meet peak are frustrated. usage demands of the systems users is decreased. The combination of minimal reserve storage and need to In the past, incremental steps have been taken to run facilities at full capacity significantly decreases address these limitations while keeping costs to the time required for operators to respond to a critical customers low. However, the constraints of the site have situation, such as a power outage or a water main eliminated any “easy button” fixes. Thus, the recently break and will be a focus of our analysis. proposed options to expand capacity (incrementally) came with low benefit to cost ratios. Stantec will develop a long-term plan and work with operators and Disinfection Basin Baffling Town staff to create a clear path for the future. Factor (BF) Changes An aspect that is just now being acted upon by the Water Treatment Residuals CDPHE is their revisions to the interpretation of Water treatment residuals are a by-product of the a chlorine contact systems baffling factor. Recent removal of contaminants from source waters. Waste research work by Colorado State University on streams are generated by flushing and chemical various configurations of tank mixing efficiencies cleaning the microfiltration membranes and by settling has prompted the CDPHE to begin this reevaluation. of solids and backwashing filters from the conventional The impacts of a revised BF would be evaluated treatment plant. These waste streams generally consist either during the next sanitary survey, Disinfection of inert solids and organic compounds suspended or Outreach Verification Effort visit, or, in the case of this dissolved in water. The waste streams are conveyed expansion, will be evaluated as part of a submission to a series of aerated ponds. The solids that settle are for construction approval. This element will be part of removed from the ponds for disposal by a contract the assessment of improvements and substantiating hauler. The cost to haul residuals from the site has data provided to the CDPHE as part of the phase 1 increased significantly in recent years. Clarified water final design documents and approval for construction. is discharged back to Wellington Reservoir #3 as In this instance, Stantec’s experience of working permitted by CDPHE. The pond effluent is subject to with the CDPHE on this issue at other facilities will the often challenging terms of the discharge permit. provide a level of expertise and knowledge that is The capacity of the ponds to treat and store solids on relative to these changes. site until the contract hauler can dispose of them is also limited. These limitations and the challenges of meeting discharge standards create another major area Chlorine Residual Changes of stress for operators at the plant. A recent regulation change that has had impacts to water systems in Colorado is the change to the meet a 0.2 mg/L chlorine residual at all points Disinfection of in the distribution system. Water systems with Drinking Water long distribution systems are having difficulties maintaining the 0.2 mg/L residual. An evaluation Disinfection of filtered water is achieved when to the distribution should be completed with the chlorine is added and allowed to inactivate pathogens disinfection evaluation to ensure the system can meet before entering the distribution system. The combined the new requirements. treatment and disinfection processes must achieve 99.99 percent (4-log) removal/inactivation of giardia.
6 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Disinfection By-Products Solids Management Dissolved organic compounds in the filtered water Operations has made it clear that they cannot keep react with chlorine to create disinfection by-products pace with the current backwash loads, much less any (DBP). The presence of organics in the filtered water additional loads associated with additional capacity. increases during the summer when temperatures As such, we are aware the Town must include an increase causing DBP concentrations to rise. The analysis of viable solids handling processes. The concentration of disinfection by-products in drinking immediate need is to remove solids that settle in water is regulated. Stantec conducted an analysis of the backwash ponds and dewater them on-site. the formation of DBPs in the water storage tanks at We propose that the Town purchase mechanical the Wellington WTP. We found that during summer equipment, such as a rotary drum thickener, to allow months, the concentrations of certain DBPs were stockpiling of solids until the contract hauler can already elevated before water left the tank. Stantec remove them for disposal. Figure 1 shows a schematic has had a head start when it comes to finding diagram of the concept plan. disinfection solutions. We have already presented alternatives and are designing a system to address concerns in the two MG tank.
Operators monitor DBP in the distribution system and report the results to demonstrate compliance. Recently, the CDPHE implemented regulations that require a minimum chlorine residual throughout the distribution system. The implication is that reducing chlorine concentrations is not acceptable for decreasing DBP formation. The Town’s ability to meet disinfection requirements while concurrently not forming DBPs will be an area of known focus in our work. We performed the hydraulic modeling to determine the locations used by the Town and accepted by the State to sample residuals.
Figure 1: Concept Plan for Solids Handling: Improvements at the Wellington WTP
Project Understanding Stantec Consulting Services Inc . 7 Expected Challenges Knowledge of Your Stantec understands that the Town has a limited budget to accomplish a major plant expansion in Design and Building a short timeframe on a constrained site with a challenging water source. We have faced similar Requirements situations with many of our clients. The water quality Stantec has provided a number of designs for the challenges are addressed by choosing appropriate Town and within Larimer County’s jurisdictions. Our technologies and providing flexibility for changing work has included modifications to both water and conditions. For example, the T&O challenges correspond wastewater treatment facilities that are indicative with climate variations year-to-year. T&O treatment of similar building, site, civil, and architectural should be in standby and ready to operate as needed. modifications. The water treatment plant site is located on private property leased to the Town. As such, the The location of future facilities can be impacted by design will require review by the land owner, North underground utilities that weren’t fully documented. Poudre Irrigation Co., and for a building permit by Fortunately, we have completed several projects Larimer County. Additionally, working as the Town’s at the site and have a good understanding of the engineer providing reviews of the development underground constraints. submission, we are also very knowledgeable of the Stantec has prepared conceptual site plans to identify Town’s water and sewer utility standard design criteria. options for expanding capacity and, because the Town is planning to convert fully to MF, we see opportunities to locate prefabricated mobile treatment plants where a permanent building would not be placed. This opens some options for improvements that are permanent. Familiarity with Town Construction Standards We know your construction standards well because we wrote the Town’s current Construction Standards and Requirements. In addition, we have worked with local contractors who are familiar with the Town and Northern Colorado. These include Hydro Construction, Connell Resources, Mountain Constructors, Garney Construction, and others. Projects with these firms have involved conventional design/bid/build, construction manager at risk, design/build, and other alternative project delivery methods.
8 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Statement of Qualifications Relevant Experience The project experience matrix below demonstrates our ability to provide the Services Required and Consultant Qualifications listed in the RFP. Additionally, please see page 5 and 8 for an overview of our understanding of the Town’s existing water facilities and knowledge of Wellington’s design and building requirements
Similar Services Required Services that align with Consultant Qualifications
Project Name Master Planning Water Treatment Design Services PhaseBid Services Construction Phase Services Operations Manual Provided Startup Services Drawings of Record Municipal Water Treatment Construction Management with Worked Regulatory Agencies Assistance Funding with SCADA and Water System Telemtry Systems Wellington Water Treatment Plant Evaluation and Design Morrison Water Treatment Plant Expansion Whitefish, Montana Spiro Tunnel WFP, Park City, Municipal Water Service Area Review and Master Plan, Mt. Crested Butte Water and Sanitation District Drinking Water Facility Performance Evaluation and Ozone Permitting, Eagle River Water and Sanitation District Mt. Crested Butte, Master Planning and Water Treatment Plant Expansion CDPHE Statewide Comprehensive Performance & Technical/Managerial Financial Evaluations Sault Ste. Marie Water Treatment Plant CPE Wellington Wastewater Treatment Facility Expansion Conifer Area Schools Left Hand Water District WTP Expansion ColoWyo Mine Site WTP Avon WTP Casa Del Rio WTP Empire WTP YMCA Camp of the Rockies WTP Argo Tunnel WTF Meridian Lake Water Treatment Plant Design and Expansion Soldier Canyon Filter Plant
9 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Similar Projects Mt. Crested Butte Water and Sanitation District, Water Treatment Plant Expansion Master Plan – Mt. Crested Butte, Colorado Staff who worked on this project: Greg Woodward (Project Manager), Bernie Poppenga (QA/QC), Terry McEnany (Project Engineer)
Reference: Tim Seifert, Water Superintendent, Mt. Crested Butte W&S District, (970) 349-7575, Changes to the District’s water supply and demands necessitated a holistic review of the wsanitation@ District’s entire service area and review of available water supplies. The project included gmail.com review of extensive data sets to define service trends and forecasting. Raw water supply and availability is a critical concern and was a driving factor in the development of relationships between storage and treatment.
The master plan reviewed not only the District’s main treatment facility but also a remote plant that serves a part of the District separated from the main service area. Both facilities were evaluated for both near- and long-term growth potential, changes in water quality, and development of projected treatment service needs. The plan also developed an overview of the systems distribution network and hydraulic model development to create a capital improvement plan for improving water quality and fire flow potential.
As part of the master plan, we assessed the water treatment process, provided input regarding the potential for disinfection byproducts DBP creation, and addressed the replacement needs of the treatment facilities.
Statement of Qualifications Stantec Consulting Services Inc . 11 Meridian Lake Water Treatment Plant Design and Expansion – Mt. Crested Butte, Colorado Staff who worked on this project: Greg Woodward (Project Manager), Terry McEnany (Project Engineer), Stephanie Elliott (Project Engineer), Victor Sam (Construction Observation and Startup and Commissioning)
Reference:
This was the first project in Colorado to use ultraviolet (UV) disinfection. Our team Tim Seifert, Water designed a conventional mixed-media upflow filter system for the Meridian Lake Water Superintendent, Treatment Facility. The treatment systems also included a pretreatment sedimentation Mt. Crested Butte basin, packaged filter units, vertical turbine pumps, UV disinfection, chlorination and W&S District, dechlorination, valves, metering, and various flow piping. (970) 349-7575, wsanitation@ The water treatment facility was provided with a logic integrated control system gmail.com that would be monitored from a remote location and controlled by telemetry from the elevated water storage tank. The UV disinfection system is a closed pressurized system designed to have a backup system using liquid chlorine in the event of failure from the UV system. This design allows the owner flexibility to use the system that best suits the needs at various times during the operation year.
In addition, raw water delivery and diversion were included in the project scope. The raw water delivery systems needed to address the climatic conditions of extreme run off potential, substantial snow depth, and subsequent snow melt runoff. Due to the location at the entrance to the development area, the facility was designed as a traditional style mountain rustic cabin.
The plant is being expanded this year to twice its capacity. We are completing the design to accommodate increasing demand and necessary equipment upgrades.
12 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Town of Morrison Water Treatment Plant Expansion Design – Morrison, Colorado Staff who worked on this project: Greg Woodward (Project Manager), Bernie Poppenga (Quality Control), Terry McEnany (Project Engineer)
Reference: Fritz Fouts, Utility Director, Town of Morrison, (303) 697-8749, ffouts@ town.morrison. As part of a design/build contract, we designed an expansion of the water treatment co.us plant for the Town of Morrison, incorporating the installation of microfiltration membrane equipment to expand the plant’s capacity, with room for future expansion. Preliminary studies had recommended that microfiltration membrane filtration be installed to expand the plant’s capacity to 0.5 MGD, with future expansion to 1.0 MGD. The design met requirements for the Long Term 2 Enhanced Surface Water Treatment Rule, a requirement for the CDPHE due to the source of supply to the water treatment plant. The microfiltration membrane equipment was installed in a new building, with the design incorporating room for the future expansion with a minimal increase to the overall project cost. A neutralization vault was designed to treat clean-in-place wastewater from the microfiltration unit. This design allowed operators to sewer the wastewater without upsetting the Town’s wastewater plant with a low pH and high chlorine slug of water.
To account for the changes in raw water quality, the existing water treatment plant pre-treatment processes were used ahead of the microfiltration membrane filtration system. Pretreatment processes include coagulation, flocculation, and sedimentation, with retrofit of the existing media filter basin to a holding tank before the pressure- feed microfiltration membranes. Bench scale testing was completed to determine the optimum coagulant dosage scheme for maintaining Total Organic Carbon removal with the microfiltration unit.
Statement of Qualifications Stantec Consulting Services Inc . 13 YMCA Camp of the Rockies Water Treatment Plant Analysis, Design, and Treatment and Disinfection Evaluation – Estes Park, Colorado Staff who worked on this project: Greg Woodward (Project Manager), Bernie Poppenga (Quality Control)
Reference: Jon Lamdkamer, YMCA – Camp of the Rockies, (330) 448-1616
Our team’s design provided an option to add UV disinfection to meet SWTR requirements. We completed an engineering analysis and design plans for upgrading the Wind River water treatment plant, which had been in service for 40 years, and evaluated treatment and disinfection processes for a new water treatment plant that included microfiltration using gravity-pressure.
The equipment selected allowed for continued use of this source without breaking head or using additional pumping. The flexibility of microfiltration allowed for recovery of backwash water, improving the water treatment plant’s efficiency, and potentially saving the Center from purchasing additional water rights.
The microfiltration membranes were sized for meeting water demand at full Center build-out, and backwash recovery improved the overall efficiency of the water treatment plant to approximately 99 percent. The finished water piping improvements included relocation of a below grade booster pump station inside the new water treatment plant building and corrosion control treatment, which lowered lead and copper levels in the distribution system. The facility is equipped with standby emergency power.
Our team provided coordination of approvals with the Colorado Water Quality Control Division and Larimer County Health Department and part-time resident engineering services during construction.
14 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Avon Water Treatment Plant Improvements Performance Evaluation – Avon, Colorado Staff who worked on this project: Greg Woodward (Project Manager), Terry McEnany (Project Engineer), Stephanie Elliott (Project Engineer)
Reference: Travis Young, Water Facility Supervisor, (970) 477-5454, [email protected] Stantec completed a comprehensive performance evaluation (CPE) for the 10 MGD Avon Drinking Water Facility (ADWF). The Eagle River Water and Sanitation District is currently faced with capacity concerns for the conventional treatment plant (treating river water) and wanted to identify opportunities to improve performance and optimize treatment. Our team spent several days on-site to conduct the evaluation and interview plant staff. Areas of concern were outlined, and we developed a holistic approach to meet the District’s process needs. Specific opportunities included ozone upgrades, hydraulic improvements, and water treatment chemistry optimization.
Subsequently, we completed design modifications to the finished water clear well and approval for ADWF to operate the ozone system as a primary disinfectant, which helped the District meet the recently changed design criteria for baffling factors. The ADWF’s new disinfection strategy includes operation of ozone and chlorine to meet the log inactivation requirements for Giardia and viruses. Further improvements are planned from the CPE planning efforts.
Statement of Qualifications Stantec Consulting Services Inc . 15 Colorado Statewide Comprehensive Performance Evaluations – Colorado, Statewide Staff who worked on this project: Bernie Poppenga (Field Engineer); Terry McEnany (Field Engineer)
Reference: Jon DeBeor (retired), Program Director for Colorado Department of Public Health and Environment, Our team worked with the CDPHE to provide technical assistance for the Colorado Water Quality Capacity Development Program by conducting CPEs. We visited and evaluated Control Division, operations for 147 different water treatment facilities throughout the state. (303) 907-8965
To complete a thorough, efficient evaluation, we developed a database to employ the evaluation methodologies outlined in EPA documentation and allow for uniform and complete data collection at each site. Each CPE included an assessment of the plant design, administrative policies and budgeting, and operations and maintenance practices with respect to their impact on achieving optimized performance and the Stage 2 Disinfectant and Disinfection By-Product Rules. The results were used to rate system performance and guide short-term and long-term improvements, with a goal of optimizing existing unit processes.
The database we developed includes evaluations of each treatment process at the water plant to meet optimized performance goals. Maintenance, operations, financial, and administrative data was reviewed. Upon completion of the CPE, facility staff was provided with copies of the preliminary database reports, which became the basis for a comprehensive report drafted for each facility.
The report includes a review of historical plant performance, comparing filtrate turbidity to raw water quality, and plant flow rate. This review of performance is compared to treatment process capacities, based on EPA-recommended loading rates, and our experience with different facilities. The final report includes discussion on performance and reliability of the existing plant processes, both under current loading rates and regulatory requirements, and those anticipated in the future.
16 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Mesa Water Treatment Plant Upgrades Program Phase 1 Design – Colorado Springs, Colorado Staff who worked on this project: Charlie Bromley (Project Engineer); Jeremy Welles (Lead Structural Design Engineer and Lead CAD Designer), Esther Kolkman (Project Engineer), Lindsey Rafter (Electrical Engineer), Matthew Ragan (Quality Control Review) Originally constructed in 1943, Colorado Springs Utilities Mesa Water Treatment Plant (WTP) is the oldest water treatment facility in the Utilities system and the primary Reference: plant where local raw water supplies are delivered and treated for drinking water use. The Mesa WTP utilizes a conventional coagulation, flocculation, sedimentation, Kirk Olds, filtration, disinfection treatment process. Manager – Water/ Wastewater The Mesa WTP Master Plan identified a list of upgrades, including several modifications Engineering, to existing processes. Utilities selected MWH, now Stantec, to further evaluate and Standards, design the phase 1 upgrades, including a new pre-treatment building, two new chemical and Project buildings, a new finished water blending station, and rehabilitated solids drying beds. Management; (719) A new acid flash mix injection, followed by a two-stage flash mix system will allow 668-3739; kolds@ operators flexibility in treating the varying water conditions. There will be two trains csu.org of flocculation basins followed by a smooth baffle wall that allows laminar flow into the new plate settlers.
The work will be constructed in the middle of a fully functioning WTP, so construction advice is being provided by MWH Constructors. We facilitated a series of workshops with the Utilities management, engineering, operations, and maintenance staff to gain acceptance of key design decisions throughout the pre-design phase. This project was modeled in 3D, which was used during workshops to provide operator with a visualization of their future workspace. As a result of the visualizations and collaborative workshops, MWH provided design that addresses major concerns from interested parties—a key driver for success on this project.
Statement of Qualifications Stantec Consulting Services Inc . 17 Soldier Canyon Filter Plant – Fort Collins, Colorado Staff who worked on this project: Don Silar (Client Service Manager), Terry McEnany (Process Design Engineer), Charlie Bromley (Lead Process Engineer)
Reference: Eric Larson, The Soldier Canyon Water Treatment facility was built in the 1970s and has been District Engineer, upgraded over the past four decades to produce 60 MGD. Though designed for 60 MGD, North Weld the plant appears to only be able to produce a maximum of approximately 46 MGD. It has County Water become apparent that certain components are not able to deliver the designed amount of District, (970) potable water. Demands from water users have taxed the facility over the past summer 356-3020, ericl@ and thus improvements to the facility are immediately needed. nwcwd.org The Stantec design team will perform a survey and analysis of the facility’s processing components. This will culminate in a technical memorandum outlining the capacity throughout the facility and areas of restrictions to obtaining 60 MGD. Meetings will occur on a frequent basis to update the client on progress of the work and development of concepts, and technical workshops will be held to discuss various alternatives with operation and management staff. Our team will compile plant flow, loadings, and hydraulic data. This information will be used to analyze flows and loadings. A hydraulic model will be prepared to analyze the flow of process water through the facility. Sedimentation concepts will be prepared and influent mixing analyzed. Filtration units appear to be a restriction so concepts for installation of additional units will be considered.
Improvement disinfection is also required and concepts will be determined with input from operations and maintenance staff. Evaluation of T&O alternatives will include assessing historical water quality data and identifying T&O trends; investigating future strategies related to new source waters, changes to existing water storage, and distribution in relation to T&O impacts; consideration of Powdered Activated Carbon (PAC), Ozone, and other potential treatment methods for short- and long-term needs; and making recommendations for piloting T&O options.
This project also includes assessing the capacity of existing solids handling process components and providing recommendations for improvements to existing drying beds and expansion to 60 MGD. All tasks will include preliminary opinions of probable construction costs, constructability reviews, and preliminary drawings and schematics.
The Soldier Canyon Water Treatment Facility is owned and operated by three northern Colorado water districts: the East Larimer County Water District, Northern Weld County Water District, and the Fort Collins-Loveland Water District. The districts have recently formed a single entity, Soldier Canyon Water Authority, to operate and maintain the water treatment facility.
18 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Notable Projects Relevant to the Town’s Project Needs • Tesla Water Treatment Facility, Tracy, California (American Council of Engineering Companies, 2014 Engineering Excellence Awards, Honor Award) – Capacity: 315 MGD
• Seymour Capilano Filtration Plant, North Vancouver, British Columbia - Capacity: 1,800 ML/d (the largest direct filtration plant in Canada)
• Harry Tracy Water Treatment Plant Short-Term Improvements (San Francisco Public Utilities Commission), Millbrae, California – Capacity: 180 MGD
• Green River Filtration Facility, Tacoma, Washington – Capacity: 150 MGD
Tesla Water Treatment Facility, Tracy, California
Statement of Qualifications Stantec Consulting Services Inc . 19 Prior Experience with Town Stantec has served as the town engineer for almost two decades. As your population has grown, we have helped make extensive improvements to the town’s water and wastewater infrastructure. Here are a few of your projects we have worked on: Water Treatment Facility: Project Year Completed Key Benefit to the Town Microfiltration improvements 2009 Additional capacity T&O tools, increased treatment capacity, Safe Pretreatment improvements 2009 Drinking Water Act compliance Raw water supply line 2008 Redundant supply improvements Metering project for treated water 2016 Management and financial Rehabilitation of finished water Increased service life, provided critically needed 2006 storage tanks storage, disinfection compliance
Other projects included:
••201 Facilities Plan for expansion of the original lagoon treatment plant ••I/I study ••Water rate and stormwater rate studies ••Development review ••Water and wastewater pipeline designs and construction administration ••Street replacement and rehabilitation ••Trail design and construction administration ••Water supply assessment and negotiations ••Road and bridge design and construction administration ••Development of the Town’s Construction Standards and Requirements ••Coordination with various agencies including North Poudre Irrigation Company, CDPHE, CDOT, Burlington Northern Santa Fe Railroad, and others Wastewater Plant Expansion Stantec provided engineering planning, permitting, design, and construction administration to double the capacity of the town’s wastewater treatment facility. Our work included a new aeration basin, concrete clarifier tanks, digester tank, and pumps. The expansion was completed within a critical timeframe to meet the growing needs of the community as well as State regulation.
20 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Stantec’s Environmental 2 US Department of Agriculture Services (USDA) Rural Development Grants With 49 environmental services personnel working & Loans in Colorado alone, Stantec has the local staff to Rural Development awards grants and loans to rural meet a full array of environmental services that communities for construction and replacement of may be required for this project. Our Fort Collins water, wastewater, storm sewer, and solid waste team provides assessments for threatened and facilities. Communities can receive a loan and grant endangered species, floodplain analysis, and wetlands combination based on median incomes, health hazard identification and mitigation. Our Denver team will elimination, and annual debt service charges. support the design with chemical and fire hazard and safety assessments and code compliance for electrical Qualification and mechanical systems improvements. ••Water/wastewater project ••Public entities Knowledge of Funding ••Population less than 10,000
Agencies and Processes 3 Colorado Rural Water This section provides an overview of the most-likely sources the Town would use to fund future water Association (CRWA) Revolving treatment facility improvements. Your project team Loan Program has previous experience with these funding agencies Colorado Rural Water Association Revolving Loan and project manager, Cort Nickel, will take the lead Program, established under a grant from USDA Rural in coordinating funding opportunities with these Utilities Services, may provide financing to eligible agencies. More specifically, the Colorado Water and utilities for pre-development costs associated with Sewer Funding Coordination Committee conducts water and wastewater projects, including replacement regular meetings to discuss funding sources for equipment, extension of services, and small water and wastewater facilities projects. We capital projects. recommended that the Town empower us to contact the committee to discuss a Preliminary Request for Qualification Funding application. We would also like to get on the agenda for the next available meeting as discussion ••Water or wastewater project of potential funding sources for a specific project will ••Population less than 10,000 provide valuable insight into recent changes, fund availability, and critical schedules. Multiple funding 4 Rural Community options are available to fund water improvements projects, including: Assistance Corporation (RCAC) Environmental 1 Energy & Mineral Impact Infrastructure Loan Assistance Grant/Loan Program Rural Community Assistance Corporation’s The largest distribution of funds by the State Environmental Infrastructure Loan Program helps Energy and Mineral Impact Assistance Program create, improve, or expand the supply of safe drinking occurs in the form of discretionary grants financed water and waste disposal systems/facilities that serve through severance tax payments and federal mineral low- and moderate-income communities in the West, lease royalties. including Colorado.
Qualification Qualification
••Political subdivisions socially or economically ••Water or wastewater project impacted by the development, processing, or ••Public entity energy conversion of minerals and mineral fuels ••Population less than 10,000
Statement of Qualifications Stantec Consulting Services Inc . 21 5 Private Activity Bonds Private Activity Bonds are tax-exempt bonds that can be issued for specific purposes to encourage improvements where they are most needed. Tax- exempt private activity bond allocations are available to municipalities and counties, as well as issuing authorities. These entities can in turn issue bonds or other obligations to private entities with interest exempt from federal income taxation.
Qualification
••Local county that needs additional allocation ••Water project
6 Colorado Water Resources and Power Development Authority (CWR & PDA) Water Revenue Bonds Program The General Assembly created the Colorado Water Resources and Power Development Authority to provide low-cost financing to governmental agencies in Colorado primarily to finance water and CDPHE Statewide CPE Project wastewater infrastructure projects. The WRBP provides funds up to $500 million, without legislative review, to entities for water and wastewater projects not eligible under the Drinking Water Revolving Fund/Water Pollution Revolving Fund programs. The Authority subsidizes the costs of the bond issuance for the program.
Qualification
••Colorado governmental entity
22 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Project Team & Key Personnel Organizational Chart
Town of Wellington Mike Bean Utilities Superintendent
QA/QC Principal-in-Charge
Bernie Poppenga, PE Greg Woodward, PE
Project Manager
Cort Nickel, PE
Project Manager
Treatment Process Structural Building Mechanical Electrical Design Lead
Terry McEnany, PE Jeremy Welles, PE Matthew Reagan, PE Lindsey Raft er, PE
Treatment Process Process Mechanical Expert Charlie Bromley, PE, BCEE Esther Kolkman
Permitting/Agency Approvals Funding Specialist/ Grant Writer Site Civil Stephanie Elliott, PE Meredith Noble Mark Oberschmidt, PE Treatment Process Designer Survey Victor Sam, PE Jeromy Vigil
Instrumentation and Geotechnical Controls Integration
Soilogics (sub) Timberline Electric Subconsultant Third Party Entity: Firm contracted directly with Town
Project Team & Key Personnel Stantec Consulting Services Inc . 23 From our company of approximately 22,000, which includes over 500 professionals here in Colorado, we have assembled a team that combines in-depth knowledge of your facilities with treatment experts who have experience on large, national projects. This combination will give you a project team with the right combination of institutional knowledge and outside perspective to find cost-effective solutions that fit local conditions. You will find bios of the key team personnel below and two-pages resumes of all proposed staff in Appendix A. Bios of Key Personnel
Cort Nickel, PE – Project Manager Greg Woodward, PE – Principal-in-Charge Cort brings over 35 years of Greg’s expertise crosses many civil engineering experience facets of water projects, from the to this project. His breadth creation of planning studies of experience includes to process design and the management of million dollar development of detailed design projects and covers virtually all documents. Greg has managed aspects of planning, designing, complex, multidisciplinary funding, constructing, and projects for over 20 years. His operating water and wastewater management and design focus utilities. Although his work has primarily focused on employs problem solving with practical solutions, water and wastewater utilities, he has also managed providing his clients with high value-added results. land development, storm drainage, non-potable, and This approach, coupled with his extensive knowledge irrigation/water projects. of construction administration, results in effectively and efficiently meeting each project’s needs Cort strongly believes in supporting his capabilities and objectives. with the best expertise available and believes every project will be more successful when all Key project experience: the vested players are focused on open and honest ••Parker Water Resource Centralization Project, communications and meeting the projects goals. Parker, Colorado (Design Manager) ••Meridian Lake WTP Design and Expansion, Key project experience: Crested Butte, Colorado (Project Manager) •• Fox Hill Water District, Douglas County, ••Town of Morrison WTP Expansion, Morrison, Colorado (Project Manager), 2016-2017 Colorado (Project Manager) ••Water System Planning/Improvements*, Breckenridge, Colorado (Project Manager) Why Greg? From Mt. Crested ••Left Hand Water District – Water System Butte to Morrison, Greg has Improvements*, Niwot, Colorado (Project a track record of finding Manager) innovative, context-sensitive solutions for water facilities in Why Cort? Cort has served Colorado. His leadership will as a town/city/special district help guide the team to find ways to address engineer for clients including capacity and T&O issues for both the near and the Town of Breckenridge, long term. Castle Pines Metro District, East Dillon Water District, City of Fort Lupton, and more. This experience working for project owners has made him adept at managing infrastructure improvements so that once constructed, they are cost-effective to maintain and reliable to operate. Cort is also very knowledgeable about grant and loan applications as well as the preparation of funding/financing plans. *Denotes project completed with another firm
24 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Bernie Poppenga, PE – QA/QC Terry McEnany, PE – Treatment Process Bernie is a professional engineer Design Lead with extensive experience Terry brings over 20 years of in managing water facility experience in water treatment projects. He has effectively process design to this project. managed multidisciplinary He has been designing water teams on complex assignments distribution systems since and can accomplish project 1989 and water treatment objectives in diversified systems since 1994. Terry geographic locations and under a was a critical member of the CPE wide variety of design conditions. Bernie is one of team that visited over 200 drinking Stantec’s most senior project managers with over 40 water systems under contract with the CDPHE. His years of experience in managing the planning studies, experience with optimization strategies provides design, and construction administration for water, the foundation for the development and evaluation wastewater, and civil infrastructure projects. of alternative improvements and subsequent design services. Key project experience: ••Morrison Water Treatment Plant Expansion, Key project experience: Morrison, Colorado (Quality Control) ••Wellington WTP Microfiltration Improvements, ••Wastewater Treatment Plant Expansion, Retreatment Improvements, Raw Water Supply Wellington, Colorado (QA/QC Engineer) Line Improvements, and Metering for Treated ••Colorado Capacity Development Program, Denver, Water, Wellington, Colorado (Project Engineer ) Colorado (Field Engineer) ••Colorado Statewide CPEs, Colorado (Project Engineer) Why Bernie? Bernie’s ••Town of Morrison Water Treatment Plant experience includes project Expansion Design, Morrison, Colorado management and engineering (Project Engineer) design of over 100 significant projects across the US West. Why Terry? Having worked With this deep experience, he on several project on your can identify and provide guidance on any design current facilities, he intimately issues to help our team deliver a high-quality understands your system and product to your town. the potential challenges with various design options. Because of his familiarity, Terry can hit the ground running to quickly design short-term solutions for capacity and find long-term solutions that work with your infrastructure.
Project Team & Key Personnel Stantec Consulting Services Inc . 25 Charlie Bromley, PE, BCEE – Treatment Process Expert Subconsultants Charlie is an experienced civil and Soilogics (Geotechnical environmental engineer with an emphasis on the planning, Services) design, and construction of Soilogic, Inc. (Soilogic) is a geotechnical engineering municipal water facilities. and construction materials testing services He has served as a leading company providing consulting services to a wide designer for both large-scale range of clients, including architects, engineers, conventional water treatment private developers, local and regional governmental facilities and for leading-edge agencies, institutional organizations, commercial membrane technical processes. Charlie has and industrial corporations, and private individuals. expertise in all water treatment processes, as well as Their relevant experience includes a testing project construction of the water treatment infrastructure for a water infiltration gallery for the Town of Baggs, necessary to achieve the design specifications. Major Wyoming, and several wet wells/lift stations projects project roles have included design engineer, project for various local developers. engineer, and project manager in the planning, evaluation, design, and construction. Additional information Key project experience: Please see Appendix B and C for additional ••Soldier Canyon Water Treatment Plant, Fort information on conceptual plans for mobile water Collins, Colorado (Project Engineer) treatment plant and the PALL CORP proposal for a ••Bay Area Regional Desalination Project: East Bay mobile water treatment plant. Municipal Utilities District, California (Project Manager) ••Mesa Water Treatment Plant, Colorado Springs Utilities, Colorado (Project Engineer)
Why Charlie? Charlie, who joins the Stantec team through our recent acquisition of MWH, brings extensive water treatment experience from both smaller local projects and large national projects, such as the Bay Area Regional Desalination Project in California which involved designing capacity for 102 mgd of source water. Charlie will bring a fresh, outsider’s perspective to design concepts.
26 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Proposed Project Plan
••Expand both the membrane filter systems and Approach the conventional pre-treatment processes to Stantec has been working together with Town meet long-term goals for the Town’s drinking staff over the last few years to develop concepts for water system plant improvements. These concepts are as shown in Appendix B. Using these documents, we can Our scope of work consists of the following basic immediately complete the appropriate unit process services to be conducted in two phases of the project. reviews and begin to develop design and procurement documents and submit permit applications for a new mobile treatment plant. Project Timeline See table on page 33. We have also completed draft terms and conditions for leasing or purchasing of a mobile Pall treatment skid for the Town to review along with conceptual plans Scope of Work for connecting the equipment to the raw water supply As noted, our intention is to conduct a meeting with pipeline and the wetwell. the CDPHE and move the permitting and construction approval for the immediate capacity improvements. Once the immediate need is met for designing, As we move forward with that effort, we will also be permitting, and procuring the equipment, Stantec can developing the construction documents for this work begin master planning for your long-term expansion and moving the aspect of the master planning forward needs. We have prepared our approach considering at the same time. both the immediate and the long-term plans for Wellington’s drinking water system. Phase 1: Immediate Project Plan Capacity Expansion Stantec’s project plan starts by soliciting proposals from Concurrent with the master plan work detailed below the two major microfiltration membrane manufacturers. on page 29, we are prepared to begin implementation The selection of membrane equipment will set in motion of the initial capacity expansion recommendations. the further expansion of membrane equipment by the same manufacturer. Knowing that funding a project like this will be challenging for any small municipality, we Task 1 – Project Financing propose to have our grant writer search out and apply for As we work on the master plan and initial capacity funding opportunities for the project. expansion phase of this project, we will remain focused on acquiring the best funding package for During this process, we will be developing the long- the Town. Although timing may not allow for one of term plan to carry the Town’s water system well into the more common funding mechanisms (SRF, USDA, the future. The objectives of the plan include: etc.) in the immediate future, we will continue to ••Identify a strategy that allows for modular pursue funding options for the Town . . . just in case. expansion of membrane treatment In addition, the membrane manufacturers also have ••Incorporate the existing conventional pre- financing arms to incentivize use of their equipment. treatment units (coagulation, flocculation, and We will review these funding options and provide sedimentation) or propose alternative pre- our recommendations for their use in a technical treatment systems to improve the performance of memorandum (TM) to the Town. the microfiltration membrane systems ••Convert the existing multi-media filters into Task 2 – Site Investigation granular activated carbon (GAC) filter units to Our phase 1 work will begin by acquiring critical site target the seasonal removal of T&O compounds data as noted below.
Proposed Project Plan Stantec Consulting Services Inc . 27 a) Subsurface geotechnical investigation – we propose i) 60 percent project specifications to use the existing site geotechnical investigation j) 60 percent project plans b) Verification of existing plans – by Stantec trades Task 5 – Regulatory Task 3 – Design Development Compliance and Agency Once we’ve acquired background information at the site, we will begin implementing the immediate action Approval solution using the conceptual buildout plan for the Upon completion of the BDR, we will make a formal selected long-term plan developed during the master submittal to CDPHE for design approval and include planning phase above. Our work moving forward will the following: be built around the selected long-term plan design criteria and conceptual layouts and concepts. a) BDR basic application information
As this project is on a critical path, we plan to continue b) Contamination sources to use the workshop approach. However, we also c) Water quality data understand that the committee would find limited d) Process flow diagram (phase 1 and buildout) value in discussing the nuts and bolts of the design. Deliverables under this task include: e) Hydraulic profile (phase 1 and buildout) f) Capacity evaluations and design calculations a) Preparation of draft request for proposals for pre- (phase 1 and buildout) fabricated membrane modules g) Monitoring and sampling evaluation b) Development of 60 percent complete project front- end documents h) Residuals plan c) Development of 60 percent Division 1 specifications i) Operations plan d) Development of 60 percent technical specifications Task 6 – Preparation of Final e) Development of 60 percent project drawings for immediate solution plan layouts Contract Documents Following review of the design development packages f) 60 percent design status workshop by the steering committee, we will begin the process of finalizing the contract documents for public solicitation Task 4 – Preparation of Basis of bids. Deliverables under this task include: of Design Report a) Finalization of request for proposals for pre- Concurrent with design development, the project team fabricated membrane modules will begin preparation of the submittals required by CDPHE for water treatment facility expansions as b) Finalization of project front-end documents shown in CDPHE Design Review Matrix. Work on this c) Finalization of Division 1 specifications task includes: d) Finalization of technical specifications a) Basis of design criteria e) Final design drawings for phase 1 improvements b) Membrane treatment equipment design criteria (civil, process, electrical, and controls)—integrated with buildout master plan layouts. c) Hydraulic analysis d) Pre-treatment and chemical addition design Task 7 – Bid Phase Services criteria Stantec will perform bid phase services in accordance e) Preliminary opinion of phase 1 project cost with the Town’s procurement requirements including: f) Financial planning and funding source a) Solicitation of interests from bidders of investigation known quality g) Basis of design concept and criteria workshops b) Advertisement in local plan rooms h) Basis of long-term equipment evaluation and c) Administration of plan-holders list and delivery of selection
28 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services bid documents to interested bidders Phase 1: Project d) Attendance and management of prebid meeting e) Addressing bidder’s questions and issuance Deliverables of addenda ••Review of equipment vendor financing options f) Attendance at town hall bid opening ••Completion of contract documents appropriate for public bidding g) Evaluation of bidder’s qualifications and ••Submit requests for approval for construction of recommendation of award the mobile WTP equipment, the solids dewatering h) Issuance of notice of award system, and disinfection modifications by i) Review of pre-construction documents, including Larimer County and CDPHE bonds and insurance ••Provide bid and construction phase services ••Provide a complete O&M manual j) Issuance of notice to proceed ••Complete startup of the new facilities Task 8 – Construction ••Provide drawings-of-record Engineering Services Phase 2: Develop a) Review of submittal documents b) Process requests for information Master Plan c) Daily observation of work Stantec is prepared to begin working on this project immediately following receipt of a notice of award. d) Construction progress meetings (weekly on-site, Our approach accelerates the decision making four-weeks) process using a series of workshops with a project e) Submit CDPHE required documentation steering committee comprised of Mike Bean, the town that project was completed in accordance with manager, the mayor, other key Town personnel, and approved plans key Stantec personnel. Task 9 – Preparation of Given the critical nature of adding treatment capacity, the first workshop will focus on setting project goals, O&M Manual expectations, and schedules. Stantec will bring key Stantec will review the vendor provided operation and team members, including our project manager and maintenance manuals for the equipment supplied for designers. Priority one will be discussions to make the immediate capacity needs. It is anticipated that sure we are aligned with the Towns goals and that O&M manuals will be required for the mobile WTP we have open and honest discussions regarding and the solids thickening unit. the realities of adding immediate capacity before July 2017. Task 10 – Project Startup Following these discussions, we are prepared to Stantec will participate in the startup and delve into the question of how best to meet the commissioning activities conducted by the vendor Town’s immediate potable water supply needs. representative for the mobile WTP and solids More specifically, using the mobile MF process dewatering equipment provided for the immediate connection alternatives already developed with the needs improvements. Town operators (see Appendix B), our process leads (Terry McEnany and Charlie Bromley) will hold discussions regarding the pros and cons of how the Task 11 – Drawings-of-Record proposed mobile MF process would address the T&O, Stantec will provide drawings-of-record to the Town capacity, and other unit process questions that must showing any construction changes made from the be evaluated for the proposed immediate solution. CDPHE approved plan sets. Prior to the workshop, Terry and Charlie will review historical water quality, system hydraulics, and the existing water treatment facilities using the CPE protocol guidelines provided by CDPHE, the
Proposed Project Plan Stantec Consulting Services Inc . 29 USEPA, and the Partnership for Safe Water. Stantec To make sure we understand buildout system has developed a protocol based on the EPA manual sizing and staging, our project manager will review “Optimizing Water Treatment Plant Performance the Town’s Comprehensive Plan to make sure we Using the Composite Correction Program - 1998 have a firm understanding of existing and future Edition.” Our experience has been refined since populations/demands along with their potential the EPA introduced the program, and—with having timing. In addition, our project manager/funding completed over 100 plant evaluations —Terry’s specialist will also begin discussions regarding expertise in this specialized field is second-to-none. available funding sources and potential grant The CPE tools will address the existing treatment opportunities. facilities with a focus on understanding how best to address system limitations and integration of existing At the direction of the steering committee, we will facilities into a long-term plan. begin working with the CDPHE Financial Solutions Unit to explore grant/funding opportunities. Our Concurrent with this work, our mechanical, structural, funding specialist will work with our project manager and electrical engineers will complete evaluations of to prepare financial models for the long-term buildout existing facilities so that they also fully understand conditions using the costing prepared by the cost existing system capabilities and potential limitations estimating team based on the three funding agencies associated with any immediate or future long-term the steering committee deems most desirable. Our facility expansions. As Timberline Electric is the Town’s project manager will also develop and manage the chosen SCADA provider, master project schedule. we will have similar discussions with them Should the steering related to the immediate committee desire to explore and long-term expansion an emergency connection to a plans. Our project cost neighboring water utility, our estimating team will also project manager can advance attend workshops related those discussions and quickly to development of planning provide insight into potential level cost estimates for the costs, issues, and timing. immediate and long-term Through these three plan. workshops, the Town and our Following the initial team will begin to focus on a workshop, using the process solution. However, information gained above, it would be unjust to ask the our designers will begin evaluations of processes that operators to buy-in on a process they have not seen support both the immediate needs of the Town and in action or had a chance to talk to other operators how those processes would integrate into the reuse/ about the pros and cons and were not provided an repurpose/expansion of the existing conventional opportunity to do their homework on. Therefore, treatment facility. Led by Charlie’s expertise in as the steering committee begins to narrow in on a treatment, the second workshop will provide insight process solution, our process engineers will also work into the four process alternatives (Acti-flo, Dissolved with the operators to make sure they are provided Air Flotation, Ozone, and Activated Carbon) deemed opportunities to tour facilities with the proposed most suitable to meet the long-term water quality and processes. quantity needs of the Town. Using CDPHE design Upon completion of these workshops, and provided criteria for these processes (as confirmed as most operators have been able to tour similar facilities as suitable by the steering committee), we will prepare those proposed, we will compile our work into a water concept level layouts for the long-term plan. These treatment facility master plan (master plan) in a layouts will provide the roadmap for staging of future format that focuses on providing the details necessary facilities—up to the full buildout needs of the Town— to allow “non-engineers” to easily understand the and allow further discussions on how to link the issues germane to investments in infrastructure. The immediate action plan to the buildout plan. master plan will document existing, immediate, and buildout demands; review the processes analyzed; and
30 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services provide details for both the immediate and long-term needs of the Town for each alternative. The master Quality Assurance and plan will clearly define required changes to each unit process (i.e., raw water pumps, pre-treatment, Quality Control treatment, disinfection, storage and transmission, Experienced senior staff responsible for quality and solids) for each alternative and will include control give assurance to the Town as to the technical decision support matrices that will help the steering accuracy and constructability of the plans. Stantec committee evaluate and prioritize the projects follows rigorous quality assurance and design quality monetary and non-monetary issues. Last, but not control procedures. Stantec’s formalized quality least, the master plan will include capital, O&M, and control procedures include: life-cycle costs for the projects alternatives.
Although cost estimates of this level are typically Planning and Management: provided by engineers, our approach provides Each discipline maintains project scope and budget cost estimates and constructability reviews by responsibility. Stantec’s project administrator professional cost estimators experienced in the independently reviews each project with the project construction of water treatment facilities. This extra manager to keep the project on scope, schedule, step allows each trade to focus on their specialty and budget. and provides assurance that industry experts have vetted the conceptual buildout. In addition, the Peer Review: project schedule will also be fully vetted with the cost In addition to review by the Stantec project manager, estimators and the proposed equipment vendors. This necessary documents and/or engineering drawings comprehensive approach, using the most qualified are subjected to an internal peer review conducted expertise available, provides assurance that even by a senior staff member who has not been directly though decisions were made on an accelerated involved in the design of the project. This approach schedule, those involved in their implementation and is successful in providing a fresh look at the operation have been integral to their development and construction documents and reports, which can lead have buy-in of the selected plan. to the identification of issues or approaches that the All documents prepared by Stantec during this critical project team may not have considered. Prior to final planning period will be posted to our FTP website and printing for submittals, the project team will meet the Town will be provided full access to all documents to go through the plan set to ensure consistency and therein. Our project manager will prepare agendas resolve coordination issues and make changes prior prior to each Workshop along with workshop goals and to submittal. will prepare meeting minutes and to-do lists for all workshop attendees. Project Communications: The Stantec project manager maintains records of all Phase 2: Project project meetings, phone discussions, and submittal comments. This information is maintained in a Deliverables project notebook and in the office central file and made available to all members of the team for possible ••Background analysis using CPE of existing water action and incorporation into subsequent project treatment facilities guidelines submittals. Key project decisions are documented ••Master plan supporting decisions made related to and circulated to client and team members to ensure immediate and long-term needs appropriate comments are incorporated. Our team ••Financial model based on three most appropriate funding sources and utilization of Town places a high priority on maintaining consistent financial reserves communication between our client and Stantec throughout the project duration. ••Engineer’s estimate of probable project capital, O&M, and life cycle cost ••Master project schedule reviewed by equipment suppliers and contractors
Proposed Project Plan Stantec Consulting Services Inc . 31 Project Management Schedule Control Schedule control is provided by first developing a Techniques resource-loaded overall project schedule, which includes the major tasks and subtasks needed to Cost Control complete the project. The resource loading indicates Effective scope control begins with identification team members, projected duration, and completion of the total scope of work, establishing realistic date for each task. This schedule will be updated timelines for project implementation, cost control frequently. Stantec has worked on many projects that procedures, and the preparation of an accurate budget. involved a range of disciplines, and we understand the The scope of work must identify all assumptions, the scheduling and coordination requirements to make responsibilities of the client, and scope exclusions. a project successful. We also utilize the latest project Stantec develops contract scope statements to ensure management technology where appropriate. MS there is a clear understanding as to the scope of work Project and Excel are used in combination to compare forming the basis of the contract and the deliverables to compare actual resource usage (budget spent) needed to complete the package. versus initial budget.
Real-time reporting software and project scheduling/ tracking software allow us to keep track of budgets and keep clients informed of project status. Detailed timecards are submitted electronically each Friday.
Project management meetings are held each week to discuss status, staff assignments, deliverables, and due dates. Invoices prepared monthly or at milestone dates can include a narrative describing the nature of the work performed.
Project Project Project Quality Control Process Close Out Start Close
• Client PROJECT LIFE satisfaction survey • Finalize
Agency and Third matters Initiate Planning Monitoring Interval Reviews Party Reviews • Optional construction services • Obtain written • Project Management Plan • Checklists for “best • Monthly, milestone, instructions to practices” for • Contact directory and organi- Scope of proceed zation engineering and reviews conducted Services • Contract approved • Project description environmental and documented • Subconsultant • Goals and objectives Change studies agreements • Constraints and assumptions • Independent peer • Schedule milestones and deliv- review erables • Weekly monitoring of • Constructability ort • Potential risks review and milestones • Health risk and safety plan • Value engineering • Maintain “best • File management and document review practices” control procedures • Resource management and time card documentation
32 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Proposed Project Schedule Proposed Schedule DESCRIPTION DURATION Mar-17 Apr-17 May-17 Jun-17 Jul-17
PHASE 1: IMMEDIATE CAPACITY EXPANSION TASK ZZ - IMMEDIATE CAPACITY EXPANSION DESIGN CDPHE Coordination Meeting 1 day Develop Application for Expansion 2 weeks Submit to CDPHE Initial Planning Request for Construction Approval 1 day TASK 1 - IMMEDIATE CAPACITY EXPANSION DESIGN Develop Basis of Design Criteria 2 days Design Review / Progress Meetings 6 each Site Investigation: Survey, Geotechnical, Utility Locates 1 week Mobile MF Unit - Immediate Capacity Expansion 60% Specifications 2 weeks 60% Drawings 2 weeks 60% Design Review Workshop 1 day Develop Process Design Report 2 weeks Design Development to Issue for Construction (IFC) 2 weeks Issue RFP For Mobile WTP 2 weeks IFC Drawings 3 weeks IFC Design Review Workshop 1 day IFC Specifications 2 weeks Regulatory Review 3 weeks Bid Phase Services 2 weeks Construction Engineering Services 9.5 weeks Project Startup and Commissioning 3 weeks Drawings of Record 2 weeks PHASE 2: MASTER PLANNING TASK 2 - MASTER PLANNING Workshops: Conceptual Design Documents 3 ea Comprehensive Performance Evaluation 3 days Facility Evaluation: Review Data 3 weeks Review of Comprehensive Plan Documents: Population Projections 2 weeks Development & Evaluation of Facility Buildout Options 3 weeks Funding Source & Grant Opportunities Evaluation 3 weeks Develop Preliminary Capital and O&M Costs Opinon 2 weeks Facility Tours 3 weeks Preparation of Draft Master Plan 6 weeks Review of Master Plan w/ Steering Committee & Town Review 2 weeks Address Comments and Prepare Final Master Plan 3 days
rner Water District Yampa Wells Treatment Facility: GUDI Improvements and Capacity Expansion | Stantec Consulting Services Inc. | Page | 11 33 Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services Client Satisfaction & References References
Name: Tim Seifert Name: Owen Randall, PE Title: Water Superintendent, Mt. Crested 1 Title: Senior Utility Engineer, City of Fort 3 Butte Water and Sanitation District, Collins, Colorado Mt.Crested Butte, Colorado Phone: (970) 226-6700 Phone: (970) 349-7492 Email: [email protected] Email: [email protected]
Name: Kirk Olds, PE Name: Tanner Randall, PE, CFM Title: Manager – Water/Wastewater Title: Senior Civil Engineer, City of Loveland, Engineering, Standards, and Project 2 Colorado 4 Management, Colorado Springs Utilities Phone: (970) 962-3715 Phone: (719) 668-3739 Email: [email protected] Email: [email protected]
Awards and Recognitions Here is a small selection of the relevant awards Stantec has received:
••ENR’s Southwest Design Firm of the Year (2016) ••Lynden Water Treatment Plant Replacement, Lynden, Washington, American Public Works Association, Washington Chapter Awards, Project of the Year - Environmental, $25 - $75 M (2016) ••La Palma Recharge Basin, Anaheim, California, American Society of Civil Engineers Orange County, California Branch Awards, Outstanding Water Project (2017) ••Tesla Water Treatment Facility, Tracy, California, American Council of Engineering Companies, Engineering Excellence Awards, Honor Award (2014) ••Seymour Capilano Filtration Plant Project, Vancouver, British Columbia, Consulting Engineers of British Columbia Awards for Engineering Excellence, Award of Merit, Municipal Category (2010)
Client Satisfaction & References Stantec Consulting Services Inc . 35 Resumes
Appendix A Resumes Cort Nickel PE Project Manager
Cort is a senior project manager who brings over 35 years of civil engineering experience to his clients. Cort’s breadth of experience spans working as a surveyor in high school through the management of million dollar projects. It covers virtually all aspects of planning, designing, funding, constructing, and operating water and wastewater utilities. Since graduating from CSU with a degree in civil engineering in 1982, Cort’s work has continued to develop his “hands-on” expertise. Although his work has primarily focused on water and wastewater utilities, he has also managed land development, storm drainage, non-potable, and irrigation/water projects.
Cort has extensive experience as a Town/City/Special District Engineer and maintains this role with several clients. As a project manager, Cort is adept at regulatory, permitting, grant and loan applications, as well as the preparation of funding/financing plans. He maintains his role as a heavily trusted advisor to his clients by listening intently to their needs and desires. Cort strongly believes in supporting his capabilities with the best expertise available and believes every project will be more successful when all the vested players are focused on open and honest communications and meeting the projects goals.
EDUCATION Collectively, the TM&F submittals provide CDPHE the assurance that the proposed improvements and operation BS, Civil Engineering, Colorado State University, Fort thereof, protect the public health of the systems users through Collins, Colorado, 1982 demonstration of the TM&F capacity of the system. In brief, the TM&F regulatory submittals address the overall safety of REGISTRATIONS the water source(s), if the source(s) meet the Safe Drinking Professional Engineer #25074, State of Colorado Water Act (SDWA) requirements, whether the system provides adequate storage, pressure, and redundancy, who is the operating agency and whether the system includes adequate MEMBERSHIPS operational and financial plans. Member, Association of State Floodplain Managers Work included development of a final project schedule that defines the work required to integrate the technical aspects of Past-President (Northern Colorado Chapter), the project (Basis of Design Report, Drinking Water Application Form, Capacity Evaluation Form and Project American Society of Civil Engineers Plans and Specifications) with the managerial and financial (Operating Procedures, Rate Structures, Asset Management AWARDS Plans, etc.) aspects of a properly operated and financed water 1998 American Concrete Institute, Award of utility into a Facilities Plan. Excellence, Vail Meadows Water Storage Tank Water System Planning/Improvements*, PROJECT EXPERIENCE Breckenridge, Colorado (Project Manager) Fox Hill Water District, Douglas County, Colorado Project manager for masterplans, pipeline, and pump station projects. The first masterplan was written to evaluate possible (Project Manager) merits of combining the Town and the Blue River Water Project Manager responsible for the development of new District into one entity. Upon completion of this merger, the water utility, including development of a comprehensive follow up masterplan (five years later) was written to program to meet the Technical, Managerial, and Financial determine buildout requirement s for the entire water system. (TM&F) requirements of the Colorado Department of Public Pipeline projects were designed to comply with the Health and Environment (CDPHE) Drinking Water Division recommendations of the masterplans. The Goose Pasture Tam Design Criteria for Potable Water Systems and New Water pump station was designed to provide a backup to the gravity System Capacity Planning submittal requirements. feed to the Town water treatment plant. The Upper Slope pump station was designed to improve tank recovery on the uppermost pressure zone within the system.
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-1 Cort Nickel PE Project Manager
Water/Wastewater System Improvements*, Castle Southwest Interceptor and Interim Lift Station and Pines Metro District, Colorado East Side Interceptor*, Windsor, Colorado (Project Provided engineering service for several projects in the Manager) District, such as hydraulic modeling and design for water Project Manager responsible for assisting the Town in master transmission and distribution lines up to 24-inch. We also planning sanitary sewer conveyance infrastructure to support designed two miles of forcemains/interceptors, lift stations growth on the east and southwest sides of the Town. Prepared ranging from small package installations to complex master plan to support planning of 11.2 square-miles of future series/parallel pump train, and we performed resident development. Deliverables included master plans for both the inspection for numerous water and wastewater pipeline East Side and Southwest Interceptors and subsequent projects. preparation of construction documents, including plans and specifications and supporting bid and construction phase Water System Masterplans*, Cheyenne, Wyoming services. Prepared Level I and Level II studies for the Cities of Douglas and Laramie. The Level I study for Douglas was a masterplan Left Hand Water District – Water System written to evaluate the entire water system, from raw water Improvements*, Niwot, Colorado (Project rights through treatment, transmission, distribution, storage.
The Level II study for Laramie consisted of evaluating the Manager) hydraulic capacity of and performing structural evaluations This project addressed water treatment, transmission, and on the existing pipeline. The pipeline hydraulic capacity was storage limitations at Dodd water treatment facilities. completed by mapping the hydraulic grade line and Prepared master plan to review treatment and comparing the in-field grade line to predicted values. transmission/storage system recommendations including Hydraulic grade line mapping was also completed on the 18- reconfiguration of pressure zones. Prepared 1041 permit and mile-long transmission pipelines. We ran a Cybernet computer obtained approval from Boulder County Commissioners to model to evaluate existing inadequacies and optimize system construct $10 million in improvements including four miles of operations. 30-inch diameter transmission, pressure zone reconfiguration piping and valving, six million gallon buried posttensioned concrete water tank, and a new pump station. East Dillon Water District - Water System
Masterplan*, Frisco, Colorado Town of Blanca Water Distribution Improvements*, Managed the masterplanning effort for East Dillon Water
District. Recommended improvements including a revised Blanca, Colorado (Project Manager) pumping operations at a remote pump station, additional Project Manager for a program to improve distribution storage, and an emergency interconnect with the neighboring system pressure, which included hydraulic modeling of water district. Designed emergency interconnect and pump existing well supply, transmission and distribution, and station improvements, which incorporated a new emergency storage facilities. In conjunction with the Town, Cort helped to generator, an improved ventilation system, variable- develop a project funding package and acquired a SRF loan. frequency drive pumps, and a PLC. Also responsible for the Improvements included down-hole well and motor upsizing, design of a buried post-tensioned water storage tank. process controls, transmission man, and stand-pipe style tank.
Upper Eagle Valley Water District Water Storage Tank*, Vail, Colorado (Project Manager) Project Manager for the design of one-million-gallon, buried post-tensioned water storage tank for the Upper Eagle Valley Water District. The design parameters required the tank to be located directly in an avalanche chute. The final design included “breakaway and roll-over” features for all above- grade appurtenances. This project won the 1997 American Concrete Institute Award of Excellence.
* denotes projects completed with other firms
A-2 Stantec Consulting Services Inc . Greg Woodward PE Principal-in-Charge
Greg's expertise crosses many facets of water projects from the creation of planning studies to process design and the development of detailed design documents. His experience with treatment facilities, ranging from conventional treatment processes to a wide variety of membrane technologies, is extensive. Greg has managed complex, multidisciplinary projects for over 20 years. His management and design focus employs problem solving with practical solutions, providing his clients with high value-added results. This approach, coupled with his extensive knowledge of construction administration, results in effectively and efficiently meeting each project’s needs and objectives.
EDUCATION PROJECT EXPERIENCE BS, Civil Engineering, Colorado State University, Fort Water Resource Centralization Project (WRCP), Collins, Colorado, 1990 Parker, Colorado (Design Manager) Design Manager for the design of facilities and infrastructure BS, Physics, Fort Hays State University, Fort Hays, to centralize treatment operations at two locations. The design Kansas, 1990 includes two greenfield water purification facilities (WPF) adjacent to existing pump houses. These facilities are sized for 5.5 MGD with expansion at one facility to 11.0 MGD. Each REGISTRATIONS WPF will include pre-oxidation with sodium permanganate Professional Engineer #30650, State of Colorado (NaMnO4) and sodium hypochlorite (NaOCl), pressure filtration utilizing greensand media for Fe and Mn removal, Professional Engineer #4783307-2202, State of Utah primary disinfection with NaOCl, sequestering and corrosion control with SeaQuest (non-proprietary polyphosphate), and
secondary disinfection through the addition of ammonium MEMBERSHIPS sulfate ((NH4)2SO4) to form monochloramine. Chairman, WEF Biosolids Committee, Biosolids & The project also includes modification to eight well houses Residuals Specialty Conference, Water converting from potable water point-of-entry to well water Environment Federation pump stations to the centralized facility. Additionally, six other well houses are being converted to peaking wells. There is approximately 45,000 LFT of HDPE pipe (8-inch to 20-inch) Past President, Rocky Mountain Water Environment being installed throughout the Town to convey well water and Association an additional 25,000 LFT of 36-inch steel pipe for finished water conveyance to a neighboring community. The project is being delivered under a Progressive Design- Member, American Council of Engineering Build approach and Stantec is teamed with Kiewit for the Companies (Colorado) delivery of the project. The preliminary design schedule required 60% design to be completed in less than five months. Member, Design-Build Institute of America Meridian Lake Water Treatment Facility, Mt. Crested Founding Member of the Water/Wastewater Butte, Colorado (Project Manager) Committee, Design-Build Institute of America - Provided engineering design services for the original construction of the treatment plant in 1996. Reviewed various Rocky Mountain Region treatment options for the existing raw water supply to the development area and selected a ‘packaged’ conventional Member, Water Environment Federation treatment unit which included an up-flow adsorption clarifier followed by a mixed-media filter.
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-3 Greg Woodward PE Principal-in-Charge
In 2007, due to droughts the previous summer, the capacity of YMCA Camp of the Rockies - Wind River Water the plant was down to 60% and in need of another upgrade. Treatment Plant, Estes Park, Colorado (Project Evaluated options for increasing the plant capacity to meet
build-out water demands, comply with new regulations and Manager) minimize water loss with the filtration equipment selected. Served as the project manager for the evaluation and design Completed a 60-day performance test to confirm MF system of a new water treatment facility and disinfection processes efficiencies, namely an overall process efficiency of greater for the YMCA Camp of the Rockies. The selected processes than 95%. Performance testing offers protection to the District included microfiltration using gravity pressure. Stantec that the MF equipment will meet specifications set in the worked with the manufacturers of the membrane equipment procurement documents. After a review of this system against to allow for continued use of the high elevation raw water microfiltration (MF) technology, provided recommendation supply without breaking head, and using additional pumping. for the MCBW&SD to purchase a MF system to add capacity to The flexibility of microfiltration allowed for recovery of the plant. During the performance testing, conducted an backwash water, improving the WTP efficiency. The operator training session and developed standard operational microfiltration membranes were sized for meeting water procedures in conjunction with the operations staff. demand at full build-out of the camp area, and backwash recovery improved the overall efficiency of the WTP to greater then 99%. The finished water piping improvements included Morrison Water Treatment Plant Expansion, relocation of a below-grade booster pump station to inside the Morrison, Colorado (Project Manager) new WTP building, and the corrosion control treatment Served as the project manager for the Design / Build (D/B) lowered lead and copper levels in the distribution system. The expansion of the Town of Morrison’s water treatment plant design also included the option to add UV disinfection in the (WTP). Preliminary studies had recommended that future, to meet SWTR requirements. microfiltration (MF) membrane filtration be installed to expand the WTP capacity to 500,000 gallons per day (gpd), Water Treatment Facility for the Conifer High with future expansion to 1.0 million gallons per day (mgd).
The project included the construction of a new water School, Conifer, Colorado (Project Manager) treatment building and upgrades to the existing sewer system Project included the design of a water treatment facilities to accommodate backwash waste from the future expansion. using surface water source. System design required the Pretreatment processes include coagulation, flocculation, and treatment of water supply with highly variable turbidity and sedimentation, with retrofit of the existing media filter basin water quality conditions. Design included a standard package to a holding tank before the pressure-feed MF membranes. The filter system modified for special design criteria, chlorine project team worked towards developing an efficient use of the contact basin and clearwell, high service pumps and chemical existing structures and tankage. Minimization of costs and feed systems. Facility is unmanned and is operated from a meeting a very strict budget, providing for simplistic remote facility a large portion of the operational periods. expansion and simple operations were the goals for the Owner and D/B Team. Ultimately the design met the requirements for Microfiltration / Conventional Water Treatment the Long Term 2 Enhanced Surface Water Treatment Rule, Facility Expansion, Crested Butte, Colorado (Project provided room with minimal additions for future expansion Manager) and was on time and under budget. Facility expansion included capacity increase from 0.9 mgd to 1.25 mgd. Replacement of one of two conventional treatment ColoWyo Water Treatment Facility, Meeker, process trains with a Microfiltration system rated at 1.25 mgd Colorado (Project Manager) and the operational enhancement for pretreatment of the The Colowyo Coal Company owns and operates a potable remaining conventional water treatment system. Integrated water treatment plant that serves their coal mine. The water the facility with UV disinfection as primary treatment supply to the water treatment plant is gravity fed from a followed by Chlorine Tablet Feeder to maintain residual. 100,000-gallon raw water tank. The design includes a dual- Improvements to backwash treatment and the holding pond tank granular activated carbon filter system, a dual-tank were also completed. softening system with a salt recharge tank, and Reverse Osmosis filtration.
* denotes projects completed with other firms
A-4 Stantec Consulting Services Inc . Bernard Poppenga PE QA/QC
Bernie is a professional engineer with over 45 years of experience involving planning, design, and construction of water and wastewater treatment facilities. His experience in management and engineering designs for over 150 significant projects has demonstrated his ability to accomplish project objectives under a wide variety of design conditions and constraints. Bernie’s experience encompasses a broad spectrum of treatment processes and unique facilities involving a wide range of flow capacities and water quality requirements. His specialized knowledge and vast experience is effectively applied in performing thorough detailed beneficial quality assurance/quality control (QA/QC) services for water and wastewater projects.
EDUCATION MS, Civil (Sanitary) Engineering, South Dakota State Wastewater Treatment Plant Expansion, Wellington, University, Brookings, South Dakota, 1970 Colorado (QA/QC Engineer) Provided quality assurance/quality control reviews for BS, Civil Engineering, South Dakota State University, designs for expansion to the existing WWTF facility. The Brookings, South Dakota, 1969 project design includes a third channel to the oxidation ditch, two new secondary clarifiers, two new aerobic digesters, three
new blowers, and two new RAS and WAS pumps. The project REGISTRATIONS used CMAR Design-Build (DB) delivery method. Professional Engineer #7622, State of Iowa Professional Engineer #3799, State of Wyoming Acton Water Treatment Plant*, California (QA/QC Engineer) Professional Engineer #2640, State of South Dakota Performed quality control review for planning and design of a Professional Engineer #E-4086, State of Nebraska new 8 MGD (phased construction) water treatment plant for the AVEK Water Agency. The treatment plant includes Professional Engineer #C47732, State of California coagulation, sedimentation and filtration processes for Professional Engineer #18610, State of Colorado treating water from the California Aqueduct. Plant design included challenging site topography and constraints. MEMBERSHIPS Member, American Public Works Association Membrane Filtration Water Treatment Plant*, Las Animas, Colorado (Project Manager) Member, American Society of Civil Engineers Project manager for design of a new reverse osmosis (RO) Member, American Water Works Association water treatment plant. Design of the plant was permitted through the CDPHE. Facility was successfully completed to Member, Water Environment Federation provide treatment for a ground water supply with total
dissolved solids concentration exceeding 3,500 mg/l. PROJECT EXPERIENCE Persigo Wastewater Treatment Plant Primary Morrison Water Treatment Plant Expansion, Anaerobic Digester Cover Improvements, Grand Morrison, Colorado (QA/QC Engineer) Junction, Colorado (QA/QC Engineer) Performed quality control reviews for design and construction The City’s primary anaerobic digester gas mixing was no of expansion of the water treatment plant. The project longer operational so a linear motion mixer was installed to included the construction of a new water treatment building replace the gas mixing system. In addition to the upgrade to and upgrades to existing utilities. Pretreatment processes the mixing system, improvements to the cover included include coagulation, flocculation, and sedimentation, with structural reinforcing, a new guide rail system, replacement retrofit of the existing media filter basin to a holding tank of existing sludge and gas piping, and skirt improvements. before the pressure-feed MF membranes. Design met the requirements for the Long-Term 2 Enhanced Surface Water Treatment Rule.
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-5 Bernard Poppenga PE QA/QC
Wastewater Treatment Plant UV Improvements, Water Treatment Facility for Fremont Lake Intake, Crested Butte, Colorado (QA/QC Engineer) Pinedale, Wyoming (Project Manager) The District’s UV system had reached its design life and Project manager for the planning, design, and construction needed replacement. The project also involved related administration of a new water treatment facility to meet the improvements to the channel stop gates. Approval was EPA requirements for treatment of an unfiltered surface water obtained through the Colorado Department of Public Health supply. Improvements included UV disinfection system, and and the Environment’s for In-kind replacement of equipment. conversion of an existing gas chlorine system to an on-site sodium hypochlorite generation system including emergency Wastewater Treatment Facilities Improvements, backup bulk liquid hypochlorite feed. Plant design and construction required detailed planning and scheduling to
Morrison, Colorado (QA/QC Engineer) maintain uninterrupted operation of raw water supply Provided quality assurance/quality control reviews for pipelines. Treatment Plant has initial peak day capacity of 4.4 planning, design, and construction of a new WWTF facility on MGD with ultimate capacity of 7.3 MGD. the existing plant site. The project was accomplished using Design-Build (DB) delivery method. Dodd Water Treatment Plant, Niwot, Colorado
WEB Water Treatment Plant*, South Dakota (Project Manager) Project manager for planning, design and construction
(QA/QC Engineer) administration for renovation and expansion of existing Performed quality control review for 7-MGD (phased surface water treatment plant from 4 MGD to 8 MGD with construction) water treatment plant for the WEB Water planning layout and design provisions for ultimate expansion Development Association project serving north-central South to 14 MGD. Improvements included chemical feed, expanded Dakota. The treatment plant treats water from the Oahe filtration, new instrumentation and controls, new emergency Reservoir on the Missouri River and includes turbidity generator, new finished water storage tank, expanded raw removal, softening, disinfection and high service pumps. water pump station, expanded backwash recovery ponds, connection to alternative raw water supply, and new finished Roaring Fork Emergency Pump Station, Glenwood water pumps. Springs, Colorado (Project Manager) Project Manager for planning, design, and construction Eastside Water Treatment Plant*, AVEK Water administration of a new 5 MGD raw water pump station and Agency, California (Design Team Manager) river intake structure. Facility layout was designed to Design Team Manager for the design and construction of aesthetically blend into an existing park area along the water treatment plant modifications and expansion from 3 Roaring Fork River. To expedite project implementation and MGD to 10 MGD. Project designs included intake screening, schedule the project was successfully completed using Design- chemical storage and feed systems, flocculation and Build (DB) delivery method. clarification, filtration, filter backwash recovery and sludge handling system. Responsibilities included team lead on Westlake Water Filtration Plant*, Thousand Oaks, developing treatment processes layout and site development California (Project Manager) plan for ultimate facility expansion to 40 MGD. Project Manager for preparation of detailed Operation & Maintenance (O&M) Manual for a new unique large capacity Colorado Capacity Development Program, diatomaceous earth (DE) water treatment plant. The plant Denver, Colorado (Field Engineer) provides seasonal treatment of water from a surface water Participated as a member of the field teams for evaluation of storage reservoir. Facilities included treatment processes surface water treatment plants (capacities to 250 MGD) for involving DE system, processing of residual solids stream, and the CDPHE using comprehensive performance evaluation treated water pumping plant involving a combination of (CPE) procedures. Performance-limiting factors (PLF) were electric powered and natural gas powered centrifugal pumps. assessed based on historical plant performance, Partnership Capacity of the constructed plant is 20 MGD. Goals, and the IESWT and D/DBP rules.
* denotes projects completed with other firms
A-6 Stantec Consulting Services Inc . Terrence McEnany PE Treatment Process Design Lead
Terry brings over 20 years of experience specializing in water and wastewater treatment process design projects. He is a senior project engineer with Stantec who has been designing wastewater collection and water distribution systems since 1989 and water and wastewater treatment systems since 1994. He has experience in pre-design services for industrial and municipal clients, troubleshooting oil refinery, food processing, and domestic wastewater treatment and disposal systems, many of which were performed in association with microbiological studies. Terry was a critical member of the comprehensive performance evaluation team that visited over 200 drinking water systems under contract with the Colorado Department of Public Health and Environment. His experience with optimization strategies provides the foundation for the development and evaluation of alternative improvements and subsequent design services. Terry has effective technical writing and organizational skills that compliment regulatory permitting efforts. Representative projects include design of new regional wastewater treatment facilities and upgrades to existing plants, with an emphasis on appropriate biological and chemical conditions.
EDUCATION UV Disinfection, Fremont Lake Intake Water Supply, MS, Environmental Engineering, Colorado State Pinedale, Wyoming (Project Engineer) University, Fort Collins, Colorado, 1996 Worked with the design team on this new facility to meet the EPA’s requirements for treatment of an unfiltered surface BS, Civil Engineering, Colorado State University, Fort water supply. The UV system includes multiple back-up systems to provide on-demand drinking water where no Collins, Colorado, 1986 treated water storage exists.
REGISTRATIONS GCC Rio Grande, Incorporated, Pueblo, Colorado Professional Engineer #30273, State of Colorado (Project Manager) Managed several projects during construction of a new MEMBERSHIPS cement plant including design and permitting of an on-site Member, Water Environment Federation wastewater treatment and disposal system for domestic sewage, permitting for potable water storage and distribution, and an assessment of permitting requirements PROJECT EXPERIENCE for process water treatment and residuals management. The Rate Study for Water and Sewer Utility, Wellington, planned water supply consisted of two existing wells that had Colorado (Project Engineer) elevated radionuclides. Reviewed existing water and sewer rates and operating budgets for both utility funds. Prepared several scenarios for Poudre Ponds at Greeley, Greeley, Colorado the 20-year financial model showing capital improvements (Project Engineer) and impacts of tap fee and rate increases on fund balances. Coordinated an assessment of the source of odors in a water
augmentation storage pond and evaluated alternative water RO Treatment, Feasibility Study of Alternative Water quality improvements to prevent sulfide formation within the Supply, Wellington, Colorado (Project Engineer) hypolimnion. Prepared conceptual level planning and cost analysis for alternative groundwater source. The study evaluated plant sites, interconnection to transmission mains, and alternatives for disposal of reject wastewater.
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-7 Terrence McEnany PE Treatment Process Design Lead
Technical, Managerial, and Financial (TMF) Technical Managerial and Financial Toolbox, Capacity Assessment, Statewide, Colorado (Field Denver, Colorado (Project Engineer) Engineer) Served as a Project Engineer for the TMF Toolbox which Conducted Technical, Managerial, and Financial Capacity consisted of researching, evaluating, organizing a compilation Assessments on 60 water treatment systems throughout of existing procedures, products or technical assistance Colorado. This three-year project, in conjunction with the materials ("tools") currently in use by water systems or water Colorado Department of Public Health and Environment's system assistance providers to help water systems achieve capacity development program, assists water systems with various aspects of Technical, Managerial, or Financial the evaluation and development/implementation of planning Capacity. The tools were analyzed for quality and potential efforts to strengthen capacity weaknesses. Assessment of for adaptation of these tools as a template for use by small Technical Capacity included sufficiency and security of water drinking water systems. The Toolbox is used by CDPHE to supply rights, source water protection planning, operation assist water systems in need of various aspects of TMF and maintenance plans, training and technical competency, capacity. system water loss and conservation, emergency planning and training, and customer service issues. Managerial Capacity Water Treatment Comprehensive Performance included review of a system's legal obligation of ownership or Evaluations, Capacity Development Program, governance, administration policies and procedures, Denver, Colorado (Project Engineer) organization structure, communications structure and Evaluated 110 surface water treatment plants using network, long-range planning, and systems asset inventory. comprehensive performance evaluations (CPEs). This project Financial Capacity assesses budget statements and financial was a one-year project with two one-year extensions. audits, evaluating the system's ability to operate as a Following the first three years, the CDPHE once again selected “business” with a positive balance sheet. Reviews included an Stantec to complete an additional three years of overview of current expenses, replacement costs for existing evaluations.Worked closely with CDPHE staff to complete equipment and structures, provisions for a reserve fund and CPEs at facilities not complying with the 1996 SWTR the ability to meet contractual obligations. Evaluations are requirements focusing on operational strategies to improve conducted within a two-day onsite evaluation followed by performance. Evaluation criteria included the Partnership for discussions to finalize a report used to target weaknesses, Safe Water Goals, performance criteria that are considered create an approach to correcting the weakness, and provide optimized for protection against microbial pathogens. The followup assistance to each system to support the identified backbone of a CPE focused on addressing factors limiting the improvements. ability of each WTP to meet the Partnership Goals. The CPE
evaluation team identified performance-limiting factors Water Treatment System Upgrades, Meeker, CO (PLFs) at each WTP and ranked each factor according to (Project Manager) impact on the WTP performance. Evaluators assessed factor Project manager for the evaluation of drinking water based on historical plant performance, Partnership Goals, and treatment system upgrades at the Colowyo Mine assessing the the IESWT and D/DBP rules. The role of the evaluator focused capabilities of the existing DE plant, characterizing raw not only on assessment of PLFs but also on guidance for new water, evaluating alternative treatment systems to meet regulations and how the rules apply to respective WTPs. current and anticipated drinking water regulations. Evaluators structured and managed an exit meeting between plant operations staff and administrators at each CPE to Water Supply and Treatment Plant Alternative discuss PLFs identified for the WTP. The exit meeting highlighted the reasoning for each PLF and discussed Assessment, Meeteetse, WY (Project Engineer) necessary steps for compliance with the new regulations. This Phase II project consisted of a water treatment plant Clear communication and a structured presentation of performance evaluation, feasibility analysis of water supply information were important criteria for both the verbal exit alternatives, pilot-scale testing of microfiltration membrane meeting and written final CPE report. technology and treatment plant improvements.
* denotes projects completed with other firms
A-8 Stantec Consulting Services Inc .
Charlie Bromley, PE, BCEE Treatment Process Expert
Charlie is an experienced civil and environmental engineer with an emphasis on the planning, design, and construction of municipal water facilities. He has served as a leading designer for both large-scale conventional water treatment facilities and for leading-edge membrane technical processes. Charlie has expertise in all water treatment processes, as well as construction of the water treatment infrastructure necessary to achieve the design specifications. Major project roles have included design engineer, project engineer, and project manager in the planning, evaluation, design, and construction.
EDUCATION Mesa Water Treatment Plant, Colorado MS, Environmental Engineering, University of Springs Utilities, CO Toledo Charlie is currently serving as project engineer for the BS, Civil Engineering, Johns Hopkins University implementation of new coagulation, sedimentation, solids handling, and finished water blending processes for the 50 mgd facility. Located on a highly visible site LICENSES/REGISTRATIONS in west Colorado Springs, the project will demolish and Professional Engineer – OH, VA, PA, MD, NV, replace existing processes which were originally CA, WA, CO, NM installed in the 1940s with new high rate units that will be designed for enhanced coagulation and fluoride PROJECT EXPERIENCE removal, paving the way for future replacement of existing rapid gravity filters. A new three-stage flash Soldier Canyon Water Treatment Plant: Fort mix system consisting of pumped jet diffusers will be Collins, CO implemented, while new vertical turbine flocculators Mr. Bromley is currently serving as project engineer and plate settlers will form the backbone of the for the implementation of new mixing, coagulation, pretreatment process. Since the plant is subject to high sedimentation, filtration, solids handling, and chemical fluoride in its raw water source, a new high capacity feed systems for upgrading of the Soldier Canyon WTP blending system will finished water with from several from 45 mgd to 60 mgd. The project will demolish and sources to achieve the desired fluoride goal. Additional replace existing underperforming sedimentation facilities being furnished as part of this project include processes and will correct various hydraulic new sulfuric acid and caustic soda storage and feed deficiencies. New filters and related facilities are being systems, new sludge thickening and drying beds, and provided as well. The plant receives water from new ozone contactors. Predesign was initiated in 2015. multiple sources and must contend with high Detailed design is being finished in December 2017 as manganese and occasional high geosmin. Predesign originally scheduled. was initiated in 2016 and the work will be finished as originally scheduled for commissioning in 2018. QA/QC Reviewer, Aurora Integrated Water Project Engineer, Southern Delivery System Master Plan, Aurora Water, Aurora, CO The purpose of the Integrated Water Master Plan Bailey Water Treatment Plant (WTP) Water (IWMP) is to update the previous master plans Quality, Colorado Springs Utilities (CSU), prepared by Aurora Water by integrating key Colorado Springs, CO assumptions and analytical tools, bringing them all to Charlie is assisting CSU in upgrading the Bailey WTP the same timeframe, and developing an integrated to address peak TOC, manganese, and iron Capital Improvements Plan that assesses and ranks all concentrations. He is helping to design temporary and water sector projects based on the same fundamental long-term solutions to remove these constituents as criteria. In addition, the IWMP will introduce well as recommending monitoring approaches. uncertainty and risk management into each of the technical areas, recognizing that the future is unknown and Aurora Water must be prepared to meet its
Stantec Consulting Services Inc . A-9
Charlie Bromley, PE, BCEE Treatment Process Expert
obligations to its customers under a wide range of of finished water, to be distributed to the various possible future conditions. Charlie was responsible for participating agencies. detailed quality reviews of all technical aspects of project deliverables, including calculation assumptions Project Engineer, Advanced Disinfection and methodologies, ensuring compliance with internal Workplan, San Francisco Public Utilities and client quality standards, and following best Commission (SFPUC), San Francisco, CA practice design and planning recommendations. Charlie served as project engineer for initial investigations into the unfiltered water supply serving Project Manager, Green River Filtration the City of San Francisco from the Hetch Hetchy Facility, City of Tacoma, WA reservoir. Faced with new regulatory requirements set Charlie served as project manager for design of the forth in the Stage 2 DBP Rule, this project was new 168 mgd treatment plant serving the City of developed to evaluate the implementation of new Tacoma and three other regional water supply disinfection methods. Charlie assisted with multiple agencies. The plant consists of new flocculation and workshops held with City staff and stakeholders to high rate sedimentation facilities, deep bed rapid review various treatment options, chlorine dioxide gravity filters, chemical systems, pumping stations and bench-scale work, and evaluation of chlorine dioxide, clearwells, sludge handling and mechanical dewatering ultraviolet light, or and ozonation for the 250 mgd systems, Preliminary design work was completed in unfiltered supply. 2011. Detailed design was completed in July 2012 and the new plant was commissioned in 2014. The owner Project Manager, DBP Alternative Control selected the General Contractor/ Construction Strategy, Southern Nevada Water Authority, Management method of delivery and the MWH team Las Vegas, NV delivered more than 900 construction drawings and Charlie served as project manager for the study of associated specifications within an accelerated 10 alternative DBP control strategies for the SNWA. With month period. the advent of the Stage Two D/DBP Rule, SNWA must use alternative disinfectants for regulatory compliance, Bay Area Regional Desalination Project: East such as chloramines, or implementing new treatment Bay Municipal Utilities District, CA options, such as enhanced coagulation or granular Beginning in 2007, Mr. Bromley served as the project activated carbon. Additional concerns involved manager for developing and implementing a large declining Lake Mead water levels, which led to desalination project in the San Francisco Bay area. increased TOC levels, warmer water temperatures, and Work was completed on behalf of four local water potential for greater DBP formation. Charlie led a team agencies, with pilot work consisting of raw water of engineers to evaluate potential strategies and to screening, comprehensive membrane and chemical identify a new, cost effective, treatment and/or pretreatment, reverse osmosis using seawater disinfection approach for Stage Two compliance. Work membranes, and post treatment chemical stabilization. required building support among various user agencies Detailed water quality analyses for potential ocean in the Las Vegas valley for the selected alternative, water and bay water sources were completed. Based on conducting several workshops, and interpreting the pilot findings, a new design was then proposed for a Rule. new full scale water treatment facility: raw water screens, pressurized UF membranes, 2-stage desalination reverse osmosis, chemical storage and metering facilities, clearwells, chemical stabilization using lime and carbon dioxide, and solids handling using thickeners and centrifuges. Design capacity is 102 mgd of source water to achieve the desired 71 mgd
A-10 Stantec Consulting Services Inc . Stephanie Elliott Permitting/Agency Approvals
Stephanie has experience working in many facets of water treatment facility design. She brings 10 years of experience with a focus on water treatment facility process evaluation and design. She is responsible for several water infrastructure projects for municipal clients throughout the state. Stephanie also has experience conducting and administering pilot studies. She has worked closely with the Colorado Department of Public Health and the Environment’s (CDPHE)to obtain permitting and design approval for various water projects. She also has experience working with CDPHE’s Disinfection Outreach and Verification Effort (DOVE).
EDUCATION to centralize treatment operations at two locations. The design includes two greenfield water purification facilities (WPF) BSE, Civil/Environmental Engineering, University of adjacent to existing pump houses. These facilities are sized for Iowa, Iowa, 2006 5.5 MGD with expansion at one facility to 11.0 MGD. Each WPF will include pre-oxidation with sodium permanganate MSE, Civil/Environmental Engineer, University of (NaMnO4) and sodium hypochlorite (NaOCl), pressure Colorado, Colorado, 2008 filtration utilizing greensand media for Fe and Mn removal, primary disinfection with NaOCl, sequestering and corrosion REGISTRATIONS control with SeaQuest (non-proprietary polyphosphate), and secondary disinfection through the addition of ammonium Professional Engineer #13257, Wyoming Board of sulfate ((NH4)2SO4) to form monochloramine. Registration for Professional Engineers and The project also includes modification to eight well houses Professional Land Surveyors converting from potable water point-of-entry to well water Professional Engineer #45338, Professional Engineers pump stations to the centralized facility. Additionally, six of Colorado other well houses are being converted to peaking wells. There is approximately 45,000 LFT of HDPE pipe (8-inch to 20-inch) being installed throughout the Town to convey well water and MEMBERSHIPS an additional 25,000 LFT of 36-inch steel pipe for finished Treasurer. Rocky Mountain Section, American water conveyance to a neighboring community. Water Works Association The project is being delivered under a Progressive Design- American Water Works Association Build approach and Stantec is teamed with Kiewit for the delivery of the project. The preliminary design schedule Rocky Mountain Water Environment Association required 60% design to be completed in less than five months. Water Environment Federation Mount Crested Butte Water and Sanitation District PROJECT EXPERIENCE Water Treatment Plant Chlorine Improvements, Mt. Mount Crested Butte Water and Sanitation District Crested Butte, Colorado (Project Engineer) Meridian Lake Park Water Treatment Plan The project engineer for the evaluation and design to convert Improvements, MT. Crested Butte, Colorado the District’s existing chlorine gas to a tablet chlorinator. The (Project Engineer) project includes final design and CDPHE permitting. The project engineer for the design of the Meridian Lake Park Water Treatment Plant Improvements. The improvements South Swink Water Company Water Treatment included expansion of the building to house a second Pall Plants Improvements, La Junta, Colorado (Project membrane system, Trojan UV system and new clearwell along Engineer) with associated piping, controls, and ancillary equipment. The Assisted the South Swink Water Company in applying for a project was The project involves planning, conceptual design, small system grant. The South Swink Water Company final design, CDPHE permitting, and construction operates two water treatment plants, Fairview, and Fairmont. administration. Both water treatment plants improvements will consist of
replacing the raw water storage tank with an oxidation Water Resource Centralization Project (WRCP), chamber, addition of water storage tanks and high service Parker, Colorado (Design Manager) pumps. Permitting Lead for the design of facilities and infrastructure
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-11 Stephanie Elliott Permitting/Agency Approvals
Eagle River Water and Sanitation District Avon Water Treatment Plant Chemical Optimization Water Treatment Plant Ozone Permitting Study*, Johnstown, Colorado (Project Engineer) Evaluation, Vail, Colorado (Project Engineer) Served as project engineer for a chemical optimization study Served as the project engineer for the evaluation of ozone to at the WTP. The study included several jar tests to evaluate receive log inactivation credit. Disinfection profile coagulant and polymer dosages for the removal of total calculations were performed on the existing ozone and organic carbon and turbidity. Process recommendations were chlorine disinfection systems to ensure compliance with log provided to the operators based on the optimal coagulant and inactivation criteria for Giardia and Viruses. An evaluation of polymer dosages. the entire disinfection system at the plant was performed; specifically, CT calculations for ozone and chlorine using Water Treatment Plant Level 1Water Master Plan CDPHE requirements. Study*, Rawlins, Wyoming (Project Engineer) As part of the City’s Water Master Plan Study, a water Mount Crested Butte Water and Sanitation District treatment plant assessment was included. The assessment Water Master Plan Update, Mt. Crested Butte, included evaluating the un-used pretreatment plant. The Colorado (Project Engineer) pretreatment plant consists of powdered activated carbon and ACTIFLO. The pretreatment plant was not in operation as a Served as the project engineer for the evaluation of the result of the incompatibility with the main water treatment District’s Water Master Plan. The Water Master Plan included plant processes which includes diatomaceous earth (DE) evaluating and updating the District’s growth projections, filtration followed by disinfection with chlorine. The City’s water supply plan, infrastructure evaluation, regulatory water demand is increasing, resulting in an increase need to update and capital improvement cost projections. treat water from the North Platte River which requires the
operation of the pre-treatment plant. Jar tests were conducted Mill Creek Water Treatment Plant Audit, Telluride, to evaluate the ACTIFLO process for removing TOC and Colorado (Project Engineer) turbidity prior to filtration where results indicated that the Evaluated the Mill Creek Water Treatment Plant per the coagulant and polymer used was ineffective of removing the American Water Works Association Standard G-100. The needed TOC and turbidity and blinded the filters. The final water treatment plant’s operating practices were evaluated assessment recommendations were to perform a pilot study based on four key areas: (1) Compliance with Regulatory using alternate coagulants and CLEARLogix to demonstrate Requirements, (2) Operational Management Practices, (3) compatibility between the two plants. Plant-Real Property Management and Maintenance, and (4) Water Quality Management. Colorado Radium Abatement and Disposal
Strategy (CO-RADS) Preliminary Engineering Mount Crested Butte Water and Sanitation District Report*, Rocky Ford, Colorado (Project Engineer) East River Pump Station Improvements, Mt. Crested Managed and conducted a pilot study to investigate the Butte, Colorado (Project Engineer) feasibility of Hydrous Manganese Oxide (HMO) to remove Served as the project engineer for the evaluation and design of radium and iron from the source water. The Eureka Water the East River Pump Station Improvements. The District’s Company operates a water treatment that treats water from East River Pump Station is the main water supply to the water the Dakota/Cheyenne aquifer. The source water has elevated treatment plant. The District’s demand has increased beyond concentrations of iron and radium. The pilot study conducted the capacity of the pump station. In addition, the existing at the Eureka WTP tested the addition of HMO with dual intake structure and diversion have become unreliable at media filtration for combined radium and iron removal. In times during the year. This project included the design of a addition, analysis was completed on the backwash water to new river diversion intake structure and expansion of the determine, if any, the radium concentration. The study results existing pump station from 1.0 MGD to ultimate of 2.0 MGD. were evaluated and further incorporated into a preliminary The project involves planning, conceptual design, and final report that was submitted to CDPHE for compliance purposes. design. Construction is on hold until final approval for permitting is received from the United States Forest Service and the Core of Engineers.
* denotes projects completed with other firms
A-12 Stantec Consulting Services Inc . Victor C. Sam PE Treatment Process Designer
Victor has five years of experience in the fields of water quality, environmental remediation, storm water engineering, water and wastewater design, and public health. He has field and laboratory experience conducting water quality, environmental contaminant, and toxicological analysis using standard methods by APHA, AWWA, and WEF.
Victor has design experience in water conveyance, conventional water and wastewater treatment, membrane treatment systems, passive wastewater treatment and polishing, and acid mine drainage remediation. He has project experience conducting pre-feasibility and feasibility studies; engineering evaluation and cost estimates; NPDES, SPCC, and SWPPP permitting; and water balances using GoldSim and spreadsheet software.
EDUCATION 2010 Environmental Engineering Student Leadership M. Sc., Civil and Environmental Engineering, of the Year, Colorado State University, Department Colorado State University, Fort Collins, Colorado, of Civil & Environmental Engineering 2012 PROJECT EXPERIENCE B. Sc., Environmental Engineering, Colorado State American West Potash*, Holbrook, Arizona University, Fort Collins, Colorado, 2009 Assisted with research and design of on-site water treatment facility for process water. Evaluated water quality to determine appropriate treatment technology. Modeled water CERTIFICATIONS & TRAINING treatment through greens and filters and reverse osmosis Experienced Miner, Mine Safety and Health membranes. Provided control logic to water treatment facility Administration, U.S. Department of Labor, and develop layout of water treatment facility. Colorado, 2013 I-25 Pedestrian Underpass, Wellington, Colorado Safeland USA, PEC/Premier Safety Management, Performed resident engineer services for the construction of a Inc., Loveland, Colorado, 2012 pedestrian underpass trail underneath I-25 connecting two sides of the Town of Wellington together. Oversaw REGISTRATIONS construction services including review of submittals, quality control, and document management following CDOT Professional Engineer #51174, State of Colorado processes.
MEMBERSHIPS Wellington Wastewater Treatment Facility Webmaster, American Society of Civil Engineers Expansion, Wellington, Colorado (Resident
engineer) Member, Water Environment Federation Resident engineer for expansion of wastewater treatment plant from 0.45 MGD to 0.90 MGD. Reviewed specifications and equipment submittals for process and electrical Member, Young Professionals Membership Chair, components. Provided inspection of rebar, earth, and American Water Works Association concrete. Served as a liaison between the contractor, owner/operators, and engineer. Design work for AWARDS modifications in piping and screening equipment. 2012 Best Poster, Fresh Ideas Poster Competition: AWWA Rocky Mountain Region
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-13 Victor C. Sam PE Treatment Process Designer
Metro Wastewater Reclamation District Static Mixer SPCC Granite Canyon Quarry*, Granite Canyon, and Access Improvements, Denver, Colorado Wyoming (Resident engineer) Assisted in the update to Granite Canyon Quarry Spill Resident engineer overseeing construction to replace sodium Prevention, Control, and Countermeasures Plan. Reviewed bisulfite static mixers and improve access to the mixers for the engineering field notes to update spill prevention plans and North and South outfall of the plant. Reviewed shop drawings policies according to site upgrades and personnel changes. and conducted construction inspections. Updated plan language to comply with changes in policies and format.
Butte Highlands*, Montana Assisted in analyzing effluent water quality, reverse osmosis SPCC Guernsey Stone Quarry*, Guernsey, Wyoming technology pilot study results, modeling of advanced reverse Assisted in updating site Spill Prevention Control and Counter osmosis treatment process. Created excel model of reverse measurement Plan to meet 2012 EPA regulations. Interpreted osmosis process with known pilot study data and modeled notes from site visit by senior engineer to update plan. Added anticipated effluent water quality of multiple membrane additional sections to include clear representations of storage passes. Coordinated second pilot study for cemented backfill containers and on-site spill control counter measurement use and disposal of brine water. Collected and processed features. samples for water quality analysis. Larimer County Outfall and Surface Water Metro Wastewater Reclamation District Plant Monitoring*, Colorado Upgrade*, Denver, Colorado Performed inspections and samplings on over 150 storm Project managed a team of 7 students to upgrade existing water outfalls in Larimer County. Inspections included wastewater treatment facility to comply with 2020 discharge mapping out locations and conditions of outfalls and collecting standards. Contaminants of concern revolved around nutrient and characterizing water quality samples when flow was discharges. Characterized the plant operations in regards to present. Created surface water and outfall sampling protocols water quality at various steps for inputs and predictions for for the county in compliance with EPA NPDES standards and the retrofitting of reverse osmosis membranes. performed in house screening for storm water contaminants using spectrometric analytical chemistry methods. Contaminants analyzed: Nutrients (N & P), Metals (Zn, Cu, Boulder City-Wide Flow Monitoring, Boulder, Fe), others (Turbidity, Conductivity, Si, Dissolved Oxygen, E- Colorado Coli, and organics). Assisted with developing traffic control plans to gain proper access to flow monitoring points in the city, client support and Larimer County Outfall and Surface Water data analysis. Stantec assisted the City of Boulder to gain a better understanding of the city-wide domestic system by Monitoring*, Colorado understanding the level of inflow and infiltration affecting the Performed inspections and samplings on over 150 storm domestic sewer capacity. water outfalls in Larimer County. Inspections included mapping out locations and conditions of outfalls and collecting and characterizing water quality samples when flow was
Sheridan SPCC and SWPPP*, Gillette, Wyoming present. Created surface water and outfall sampling protocols Conducted site visit to inspect changes to storage facilities and for the county in compliance with EPA NPDES standards and operations. Updated site layouts and language to comply with performed in house screening for storm water contaminants new standards. Re-named facility names according to new using spectrometric analytical chemistry methods. naming nomenclature of company. Coordinated supporting Contaminants analyzed: Nutrients (N & P), Metals (Zn, Cu, CAD and drafting work. Fe), others (Turbidity, Conductivity, Si, Dissolved Oxygen, E- Coli, and organics).
* denotes projects completed with other firms
A-14 Stantec Consulting Services Inc .
Jeremy Welles, PE Structural Engineer
Jeremy is a structural engineer with five years of experience working on a multi-disciplinary design team in the water/wastewater design group at MWH, now Stantec. As a structural design engineer, he is responsible for all aspects of the structural design of various buildings and infrastructure, specifically those within water/wastewater treatment plants and pump stations. His responsibilities throughout design include structural load analysis, structural design calculations, 3D modeling (Revit and Microstation), construction drawing development, and coordination with other disciplines throughout design. He is also experienced in providing engineering services during construction, including responding to RFIs, providing field support and inspections, and updating record drawings.
EDUCATION Mesa Water Treatment Plant – Design – Water MS, Structural Engineering, University of Treatment, Colorado Springs Utilities, CO Colorado, In Progress Jeremy was both the lead structural design engineer BS, Civil Engineering, University of Colorado and lead CAD designer (drawing production and 3D modeling) for a 200-foot by 150-foot pretreatment building. The substructure of the building consisted of LICENSES/REGISTRATIONS two flocculation basins and two sedimentation basins, Professional Engineer - CO both 24 feet below grade and a 200-foot long below grade pipe gallery. The Pretreatment Building PROJECT EXPERIENCE envelopes the basins below and consists of concrete framing members with CMU Shear Walls as the lateral AWT Membrane Building and Ozone Facilities force resisting system. The roof is supported by precast – ESDC - Water Treatment double tee beams that frame into inverted tee beams. Jeremy provided engineering services during The sedimentation basins hold plate settler equipment. construction for construction of a water treatment plant. This included responding to RFI’s, reviewing Sidestream Removal Modifications Project – shop drawings and other submittals, and updating the Design - Wastewater Treatment record drawings throughout the project. Jeremy was both the lead structural design engineer and lead CAD designer (drawing production and 3D UV Upgrade and Modifications – Design - modeling) for a project that included adding several Water Treatment elevated concrete channels in one existing basin, Jeremy was both the lead structural design engineer modifying a 30-foot high wall to take hydrostatic loads, and lead CAD designer (drawing production and 3D six 30’-0” span concrete walkways supporting mixer modeling) for a UV Upgrade and Modifications Project equipment, and a 60’ span galvanized steel walkway (2014). Jeremy designed the structural modifications of supporting a 10,000-pound mixer. Other design tasks an existing chlorine contact basin to be converted to a included analyzing the existing structures for the new UV Disinfection system. This included the analysis of loading conditions and designing the mixer support the existing pier foundation system for the new loading bridges for vibration loads from the mixers. from the UV Disinfection system, design of attachment to the existing structure, and complete structural Cerro Verde Wastewater Treatment Plant – On design of new walls, slabs, and roof. A 3D model of the Site Structural Support existing basin was created for preliminary design. This Jeremy provided on-site structural support for several model was then modified to include the new UV months to assist with the construction of a $180M Disinfection system. 2D drawings were then extracted wastewater treatment plant in Arequipa, Peru. Due to from this model to create the construction drawings. the critical schedule for this project, Jeremy provided on-site structural support during final stages of construction. Responsibilities included answering field questions, RFI’s, shop drawing reviews, and providing overall structural field support to the contractor as well
Stantec Consulting Services Inc . A-15
Jeremy Welles, PE Structural Engineer
as providing company representation to the client on a Midnite Mine – Design – Industrial Water daily basis. Treatment Southern Delivery System - Structural Jeremy designed multiple cold framed steel structures for a treatment plant in Washington. The cold framed Inspections steel structures were inside a larger, pre-fabricated Jeremy provided weekly structural inspections for the building which limited the footprints and building Southern Delivery System project in Colorado Springs. layouts to stringent design criteria. Some of the He performed weekly structural inspections for 3 structures were supported by structural steel framing, separate pump stations on the project. Structure types with cold formed steel wall studs while other structures on the project include: concrete valve vaults, pump were purely cold formed steel. stations, large pump can encasements, and post- tensioned water tanks. Cerro Verde Wastewater Treatment Plant and DWRF SPT and Equipment Replacement Water Supply – WWTP Design Jeremy was the lead structural design engineer and Project – Design – Wastewater Treatment lead CAD designer (drawing production and 3D Jeremy was both the lead structural design engineer modeling) for four structures on a $180M wastewater and lead CAD designer (drawing production and 3D treatment plant design project: sewage lift station wet modeling) for the modifications of an existing aeration well, sludge holding tank with gravity belt thickeners, basin and blower room. He designed two new basins effluent diversion structure, and effluent flumes. The measuring 50’ x 56’ x 26.5’ deep that attached to an scope of work for all of these structures included the existing aeration basin. This included providing structural calculations and design, 3D modeling in demolition plans of an existing splitter box and exterior Microstation, and production of the 2D construction wall, design of specific details for attachment to the drawings for each structure. The final bid drawings existing structure, analysis of the existing structure for were shown in both English and Spanish. the new load cases, and complete structural design of the new structure. A 3D Microstation model of the The sewage lift station wet well was a partially buried existing aeration basin was initially created for concrete wet well, 52’x 38’ x 39’ deep. The sludge preliminary design based off existing record drawings. holding tank with gravity belt thickeners was an above This model was then modified to include the new basins grade sludge holding tank, 260’ x 130’ x 20’ tall. Inside and any modifications to the existing basin. 2D the tank, there was an elevated platform supporting the drawings were then extracted from this model to create gravity belt thickeners. The elevated platform was 6- the construction drawings. feet by 60-feet supported by the walls of the sludge holding tank and columns inside the tank. The elevated Integrated Pipeline Design – Water platform had a roof canopy on top of it. The effluent Conveyance diversion structure was a partially buried water Jeremy was the lead structural design engineer and containing structure, 60’ x 35’ x 24’ deep with a large lead CAD designer for a valve vault, valve access vault, mixer supported by steel beams spanning the roof deck. and crane pad. He designed two buried vaults and a Vibration, fatigue, and dynamic loading were crane support slab for this project. The buried vaults considered for the mixer support framing. The effluent supported two 85,000-pound valves while giving flumes were a partially buried water containing access to the valves for operation and maintenance. structure, 70’ x 42’ x 16’ deep. Jeremy developed a 3D model of the vaults in REVIT and extracted the 2D sheet drawings to AutoCAD to meet the client’s CAD standards.
A-16 Stantec Consulting Services Inc .
Matthew Reagan, PE Building Mechanical Engineer
Matt has 18 years of experience in mechanical engineering, specializing in HVAC and plumbing systems. He works with clients to understand their desired project outcomes and is dedicated to providing the best HVAC and plumbing engineering solutions for the facilities.
EDUCATION Mechanical Engineer, Minot Water BS, Mechanical Engineering, Cleveland Treatment Plant – Flood Hazard Mitigation State University Project, City of Minot, Minot North Dakota Matthew was the lead engineer for the HVAC LICENSES/REGISTRATIONS systems for a storm water lift station. The HVAC system was composed of a ventilation system for a Professional Engineer – CO, FL, GA, IL, LA, below grade vault, a ventilation system for an indoor MD, MO, NY, ND, OH, OR, PA, VI, WA installation of an emergency generator and air condition system for electrical equipment. PROJECT EXPERIENCE Mechanical Engineer, Lake Oswego Water Building Mechanical Review Engineer, Mesa Treatment Plant, West Linn, Oregon Water Treatment Plant Upgrades Program - Matthew was the engineer of record for HVAC, and Phase 1, Colorado Springs Utilities, Colorado Fire Protection system of the Lake Oswego Water Springs, Colorado Treatment Plant. The project included an innovative heating and cooling system for the Electrical and Matthew provided the quality control review the Administration Buildings. The system employs Water drawings and specification for the HVAC, Plumbing Source Heat Pumps to efficiently heat and cool the and Fire Protection for multiple areas. The project buildings by reject or extracting heat from the WTP included the following elements: pretreatment water. The Chemical Storage Room and other spaces facility, sulfuric acid storage building, and sodium that require high air change rates utilize heat pipes hydroxide storage. in energy recover ventilators, ensuring proper Lead Mechanical Engineer, Warren Water ventilation while significant reducing the energy require to temper the air. The entire plant is Treatment Facility, Warren, Ohio connected with a Building Management System to Matthew was the engineer of record for HVAC, monitor and control all the buildings HVAC systems. Plumbing and Fire Protection system of the Warren Water Treatment Facility 5kV Switchgear In addition to the significant reduction in operating Replacement Project in Warren, Ohio. The project cost, another aspect of the design was to minimize included Heating, Ventilation, and Plumbing for a the impact of the plant to the residential neighbor it Chemical Storage and Electrical Room. is located within. Noise pollution was reduced and the building’s exterior ascetics were improved from Mechanical Engineer, Comprehensive locating the HVAC equipment inside the buildings. Facilities Study, Aqua of Ohio, Various Acoustical louvers were used throughout the plant to further minimize noise through the necessary wall Locations, Ohio penetrations. Matthew was the Building Mechanical Engineer for the inspection, evaluation and assessments for the Mechanical Engineer, Eastside WRF Aeration HVAC, Plumbing and Fire Protection systems for System and Headwork Improvement various plants owned and operated by Aqua of Ohio. Project, City of Venice, Venice, Florida Matthew was responsible for conducting site visits of the existing water treatment plants. He prepared a Matthew was the lead engineer for the HVAC report to evaluate the existing facilities deficiency systems for the Blower Room and Electrical Room with recommendation to bring the existing buildings additions. The Blower Room was ventilated with up to the current building code as well as evaluating exhaust fans and intake louver. The Electrical Room recommended short term and long term capital air condition with a WSHP and a Cooling Tower to improvements. provide a maximum HVAC system longevity in a coastal environment. In addition, the Electrical Room was equipped with an air filtration unit to reduce corrosive contamination in air insure long service life of the electrical equipment.
Stantec Consulting Services Inc . A-17
Matthew Reagan, PE Building Mechanical Engineer
Mechanical Engineer, Niles Wastewater Room and Blower Room, Odor Control Building, Solids Dewatering RAS - Pump Room and Gravity Treatment Plant Improvements, City of Niles, Belt Thickener, Meter Vault, Multiple Chemical Niles, Ohio Storage and Electrical Rooms. Matthew was the lead engineer for the design of
HVAC, Plumbing and Fire Protection system of the Niles Wastewater Treatment Plant Improvements in Niles, Ohio. The project included HVAC, Plumbing and Fire Protection design for the New Influent Pump Station, a New Screen and Grit Building, a New RAS and Chemical Building, as well as improvement to existing buildings. NFPA 820 was reviewed to ensure all the of the new existing building for the plant comply with this standard. Mechanical Engineer, Master Pump Station No. 3, Miami Dade County Water and Sewer Department, Miami, Florida Matthew was the engineer of record for HVAC systems of for the Pump Room, Electrical Room and Generator Building for the Master Pump Station No. 3. The project included a below grade pump room that required continuous ventilation, an electrical room with air conditioning and an air filtrations system to protect the electrical equipment from corrosion, and a generator building that required large intake louvers that complied with local code requirement. Mechanical Engineer, O’Neil Lane Pump Station, East Baton Rouge, Louisiana Matthew was the engineer of record for HVAC system of the pump station’s Electrical Room. The HVAC system consistent of multiple air condition units for redundancy to ensure the reliability of this critical cooling system. The HVAC system also provide dehumidification to keep the relative humidity below 55% throughout the year in a humid subtropical climate. Lead Mechanical Engineer, Fremont Water Pollution Control Center, Fremont, Ohio Matthew was the lead engineer for the design of HVAC, Plumbing and Fire Protection system of the Fremont Water Pollution Control Center Expansion Project in Fremont, Ohio. The project included HVAC, Plumbing and Fire Protection for the following areas: New Administration and Maintenance. Building, Influent Screen Pump Station, Multiple Electrical Rooms, Grit Facility Vortex Grit Separators, Grit Facility Blower Room, Tertiary Filter Building, Solids Handling (ATAD) – Control
A-18 Stantec Consulting Services Inc .
Esther Kolkman Process Mechanical Engineer
Esther is a process mechanical engineer located in MWH’s Denver office. Her three years with MWH, now Stantec, have enabled her to gain valuable experience as a project engineer in a variety of design and construction projects throughout the country. Her experience includes water treatment design, wastewater treatment design, pilot design, operation and maintenance, equipment evaluation and procurement, treatment budgeting, and construction support services.
EDUCATION the construction team to help solve issues that arose in BS/BSc, Civil Engineering, Southern Methodist the field. University Project Engineer, Drake Water Reclamation
MS/MSc, Environmental Engineering, Southern Facility Digester Foaming and Storm Water Methodist University Management Study, Fort Collins, Colorado Esther was working as a project engineer on the
Digester Foaming and Storm Water Management PROJECT EXPERIENCE Study. She analyzed process data received by the City Project Engineer, Mesa Water Treatment Plant and put together a Technical Memorandum Upgrades Program Phase I, Colorado Springs, highlighting the findings and the potential causes of the Colorado foaming within anaerobic digesters. She also worked Esther served as a project engineer for Mesa WTP developed solutions to the foaming from operational Upgrades Program Phase I (43 MGD). She had a key changes to constructible remedies. role in designing the flash and acid mix systems, Project Engineer, Confidential Industrial flocculation, and sedimentation treatment systems. She Project, Portland, Oregon reviewed all cost estimates, and identified possible VE Esther is serving as member of the process design team items throughout all phases of the design. for the delivery of a water treatment and reclaim Project Engineer, Metro PAR 1237 Sidestream facility (nominal 10 MGD) planned for construction Nutrient Removal Project, Denver, Colorado beginning in mid-2017. The full scale water treatment Esther served as a project engineer on the Sidestream and reclaim facility utilizes various treatment Nutrient Removal Project. She worked closely with processes (biological, reverse osmosis and solids supervising engineers in designing mixing parameters dewatering) that were developed through the piloting for anaerobic bioreactor solids suspension and mixing process which she operated and maintained for a year. energy turndown appropriate for variable mixed She is assisting in the design of the biological nutrient liquor characteristics as well as a general standard removal system and all of the supporting pumping design spreadsheet. systems, blowers and piping systems for that process unit. Her specific responsibilities include completing Project Engineer, Drake Water Reclamation process and mechanical calculations and determination Facility South Process Train Improvements of flows and hydraulic capacities for the biological nutrient removal process units. Her other Project, Fort Collins, Colorado responsibilities include coordination with other design Esther served as a project engineer for MWH for team members working on up and down stream construction support services for the South Process processing units within the entirety of the facility. Train (SPT). Throughout her work on the Project, she gained valuable experience in construction engineering Field Engineer, Confidential Industrial Pilot support for biological nutrient removal improvements Project, Portland, Oregon while working with the Project Team under the Esther worked as an onsite engineer responsible for the progressive design-build delivery method. She day to day operations of a biological nutrient removal reviewed all submittals including blowers, fine air and membrane bioreactor pilot plant. This pilot plant diffusers, FRP and steel piping as well as valve and was developed at a nominal 5 gpm scale to conduct joints, scum pumps, and hoists. She also worked with
Stantec Consulting Services Inc . A-19
Esther Kolkman Process Mechanical Engineer
various design of experiments and develop process kinetics, design parameters, treatment efficacy and demonstrate proof of treatment concepts for an industrial waste stream discharge. The pilot operated under a 24/7 model for over 12 months. She was in charge of daily, weekly, and monthly operations and maintenance of the pilot, on-site daily lab analysis, and weekly off-site lab analysis. She worked daily with the client providing updates and scheduling all deliveries and chemical change outs. She was also in charge of on-boarding all new on-site engineers, and developing/reviewing emergency operations and protocols.
Project Engineer, Cerro Verde Wastewater Treatment Plant, Arequipa, Peru Esther assisted with construction engineering services during construction. Her work associated with the construction of the wastewater treatment plant involved equipment evaluation and procurement and she was responsible for drawing updates and tracking.
A-20 Stantec Consulting Services Inc .
Lindsey Rafter, PE Electrical Engineer
Lindsey is an instrumentation/electrical engineer with five years of experience working on a multi- disciplinary design team in the water/wastewater design group at MWH, now Stantec. As an instrumentation/electrical design engineer, she is responsible for all aspects of the Instrumentation and electrical designs for various processes, specifically those within water/wastewater treatment plants and pump stations. Her responsibilities throughout design include P&ID development, instrument selection, network layouts, PLC cabinet design, electrical load analysis and calculations, single line diagram and electrical floor plan development, wire sizing calculations, panelboard schedules, and voltage drop calculations. Lindsey is responsible for specifications for both instrumentation and electrical designs. She is also experienced in providing engineering services during construction, including responding to RFIs, providing field support and inspections, reviewing shop drawings, and updating record drawings.
EDUCATION Project is ongoing. Lindsey is providing instrumentation and controls design services under BS/BSc, Electrical Engineering, Montana the lead Instrumentation designer. The project Tech of the University of Montana consists of assessing current digester control systems including PLCs, and upgrading systems to ensure better digester performance. The design consists of LICENSES/REGISTRATIONS new PLCs in various digester areas, digester mixing Engineer-in-Training – MT systems, new instrumentation, and new instrument protection of various pumps within the current Professional Engineer – NV process. Lindsey is responsible for P&ID drawings, specifications, client workshops, field assessments PROJECT EXPERIENCE and CAD project lead. Electrical Engineer, Mesa Water Treatment Project Engineer, Project 716 Dual Media Plant Upgrades Program – Phase 1, Filters Phases 3 & 4 (MWH), Clark County Colorado Springs Utilities, Colorado Springs, Water Reclamation District, Las Vegas, Colorado Nevada Lindsey provided assistance to the lead electrical This project includes the expansion/addition of engineer for the electrical scope pertaining to the granular media filters, a new Filter Influent Pump Sodium Hypochlorite and Sulfuric Acid chemical Station, retrofit of existing UV disinfection buildings. Lindsey’s responsibilities included technology, and retrofit of other existing ancillary coordinating with vendors for proper electrical feed facilities. Lindsey participated on both electrical and sizing, coordinating with the Instrumentation team instrumentation teams, as well as providing CAD for proper placement and electrical feed to assistance as the Lead Cad Manager. Lindsey instruments and network items and coordinating worked closely with lead engineers to provide 3D with the HVAC sub-consultant for equipment models, 2D drawings, specifications, and intelligent locations and proper electrical feed to equipment. load lists for both electrical and instrumentation Lindsey worked directly with drafters to finalize teams. Lindsey worked closely with overseas teams power and control plans, conduit layouts and to provide a 24 hour work cycle for the project. The schedules, lighting plans and panelboard schedules. project is ongoing and Lindsey has participated in Lindsey assisted with lead electrical engineer with an discussions with CMAR to provide clarifications and overall check of each process building including assistance with 100% design documents. review of feeder calculations, panelboard load calculations, ductbank routing and single line Project Engineer, Thomas R. Rice South diagrams. Control Building Electrical Renovations Project Engineer, Digester Condition (MWH), Las Vegas Valley Water District, Las Assessment and Rehabilitation Design Vegas, Nevada (MWH), City of Las Vegas, Las Vegas, Lindsey provided assistance to the lead electrical engineer for the development of electrical drawings Nevada
Stantec Consulting Services Inc . A-21
Lindsey Rafter, PE Electrical Engineer
and specifications. This project included the design of shop drawings, and attending site visits to trouble two new MCC sections to replace existing, along with shoot issues related to RFIs. new outdoor switchgear. The project also replaced all wiring to pump station motors. Lindsey worked Project Engineer, MCCER Project (MWH), with a lead instrumentation engineer to provide Clark County Water Reclamation District, updated PLC drawings and specifications. Lindsey was responsible for producing drawings using Nevada AutoCAD software, writing and reviewing Lindsey provided electrical engineering services to specifications and reviewing vendor shop drawings. support improvements to the HVAC systems in 18 process buildings, pump stations, and occupied Project Engineer, Digester Gas buildings at the City's Water Pollution Control Augmentation (MWH), City of Las Vegas, Facility. The scope includes upgrading existing HVAC and alarm systems in designated hazardous Nevada facilities for compliance with NFPA 820, design of a The scope of this project included designing a pilot new 350-ton central chilled water plant, and facility to test the introduction of fats, oils, and replacing a fragmented HVAC control system with a grease (FOG) and organic food waste (FW) into new plant-wide, BACnet, digital HVAC control existing anaerobic digesters. Lindsey was system. Services included site surveys to perform responsible for the Electrical and Instrumentation condition assessments, to verify existing and as-built designs using the microstation platform. Lindsey conditions, availability and adequacy of existing also assisted with the development of specifications power and control sources, and routings for new for both disciplines. Lindsey also assisted during control and power circuits. Lindsey provided construction with submittal review and RFI contract drawings with the use of the Microstation troubleshooting. software platform. Lindsey assisted with the development of specifications and the review of Project Engineer, Project 679 Boiler/Chiller submittals and shop drawings. Lindsey also provided (MWH), Clark County Water Reclamation LED lighting designs for all occupied facilities included in the project. District, Nevada Lindsey provided assistance to the lead electrical SCADA Integration, North Slope Burough SA- engineer with electrical engineering services to 10 Waste Water and Water Treatment Plant support an HVAC design that replaced boilers and chillers in two energy plants serving a majority of (MWH), North Slope Burough, North Slope, the facilities at the CCWRD treatment plant, that Alaska replaced aging and inefficient evaporative coolers Provided integration services for both Waste Water and air-handling units in multiple buildings and that and Water Treatment Plants. Integration included replaced fragmented HVAC controls with a new PLC programming using RSLogix and Studio 5000, plant-wide, Ethernet-based, digital HVAC control SCADA screen creation using Factory Talk Studio, system. Services included site surveys to perform loop checks, instrumentation setpoints and ranges, condition assessments, and to verify existing and as- vendor system testing and integration into plant built conditions, availability and adequacy of network, generator and power monitoring existing power and control sources, and routing for integration into plant network and pump station new control and power circuits. Lindsey provided remote I/O integration into plant network. Worked Electrical drawings with the use of the AutoCAD closely with client operators to meet expectations and software platform. Lindsey also assisted during the changes in controls philosophy. Worked with construction efforts by reviewing submittals and Vendors to test vendor packages and program interface between plant network and vendor PLC’s.
A-22 Stantec Consulting Services Inc . Meredith Noble Funding Specialist
When projects are “stuck” due to lack of funding, Meredith helps communities identify grants and low-interest loans that can help move projects forward. Meredith works with funding agencies to verify eligibility and only recommends opportunities she thinks the client can win. To ensure technical accuracy and an outstanding application, Meredith works with Stantec professionals and the client to develop strategic partnerships, engage the public, strategize match funding, and beyond. Meredith’s particular expertise is in water, wastewater, stormwater, brownfield redevelopment, energy, and economic development grant applications. Meredith has secured over $8 million in the last three years with another $4 million pending award. Meredith has also been responsible for growing our in-house grant writing capability. She has united a virtual team of more than 15 funding experts throughout the company to ensure we have the best expertise possible on a given project.
EDUCATION On-Farm Conservation and West Basin Water Reuse Bachelor of Arts, Business Administration and Meredith supported a multi-disciplined team in preparing a Marketing, Gonzaga University, Spokane, $5M funding request to the California Department of Water Resources Integrated Regional Water Management Washington, 2012 Implementation Grant Program. The project would fund construction of a regulating reservoir, pump station, MEMBERSHIPS pressurized pipelines, and automated grower turnouts to Past Chair of Young Professional's Committee, capture and reuse stormwater and tail water flows for reuse American Water Works Association in a pressurized irrigation system. The project expects to conserve 10,000 acre-feet of water annually. The second aspect of the project was providing financial incentives to AWARDS farmers to install efficient irrigation systems and measure 2016 Pacific Northwest Section American Water water usage to reduce non-point source pollution runoff. Works Association Heart and Soul Award Low-Impact Development Retrofit, Bremerton, PROJECT EXPERIENCE Washington Breckenridge Dam Improvements, Breckenridge, Meredith supported the Bremerton Park & Recreation Colorado Department to submit a Stormwater Financial Assistance Stantec has worked with the City of Breckenridge for a Program grant application for $250,000 to design an LID number of years including evaluating the structural integrity retrofit of Lions Park. The project will design a way to safely of a local dam and drinking supply source for the community. remove creosote covered pilings from a former dock that was Meredith contributed to the project by researching grant and used to bring in coal for heating homes. The coastline will be low-interest loans that could finance the project. She identified returned to its natural state and include LID design for the $1-2.5M in grant funding with the remaining balance covered boat launch and parking lot. through low-interest loans.
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-23 Meredith Noble Funding Specialist
Stormwater Planning, Lind, Washington Targeted Brownfield Assessment Grant, Kodiak, Meredith worked with the rural community of Lind, Alaska Washington to submit an application for reducing stormwater Stantec has worked with the Natives of Kodiak for over 40 flows to their brand new wastewater treatment plant. The years. Meredith’s role in serving this long-time client was in application focused on engaging the public in design decisions. securing approximately $50,000 worth of environmental Meredith managed the complex coordination of all involved assessment services through the U.S. Environmental parties with regular updates to City Council. The application Protection Agency Targeted Brownfield Assessment program. successfully funded $25,000 in grant funding. After the This program funded a detailed review of all prior assessment majority of stormwater planning was complete, Meredith work completed on NOK property by various agencies to submitted an application in November of 2014 to Ecology’s identify areas with incomplete data and prioritize future new Stormwater Financial Assistance Program requesting assessment investment. $658,733.00, including $559,923.00 in grant and $98,810.00 in low interest (2.6%) 20 year guaranteed loan. The grant Energy Efficiency Improvements in Galena, portion is 85% of the total. Galena, Alaska Meredith prepared a complex U.S. Department of Energy Inflow Reduction, Harrington, Washington Remote Alaska Communities Efficiency Competition (RACEE) Meredith worked with the City of Harrington to fund grant application in just five days to help Galena secure environmental and engineering work to prevent excess inflow $550,000 of funding. The project funded an innovative from residential sump pump connections from flooding the collaboration between the City, Louden Tribe, Sustainable wastewater treatment system. Meredith secured USDA Energy for Galena Alaska Inc., and the Galena Interior SEARCH grant funding and Washington Department of Learning Academy (GILA). The project will retrofit a former Ecology funding. Ecology provided a better funding award for air force building into a storage and maintenance bay for $59,000. Once planning is complete, Meredith will help $500k worth of new Biomass Harvesting Equipment. The Harrington submit for construction funding. school (located in former air force buildings) recently converted from diesel-sourced electricity and heat to locally- Wastewater Treatment Design and Construction, sourced biomass. The project will also fund LED lighting Metaline Falls, Washington conversions and further mitigation of high distribution line Meredith worked with the town of Metaline Falls to develop an loss. The project is distinguished by its involvement of GILA application for Ecology’s Water Quality Grants and Loans students in planning energy efficiency improvements. program to fund state-required upgrades to their treatment lagoons. The application ranked 6th best out of 72 awards Transmission Interconnection, Northway, Alaska and funded $172,000 in construction improvements. In collaboration with Tanana Chiefs Conference and Northway Village, Meredith has helped advance the Hillyard Brownfield Redevelopment, Spokane, community’s interest in evaluating the feasibility of a Washington transmission interconnection from the Tok region grid to Meredith worked closely with Stantec’s Brownfield Northway. Doing this would improve the business case for Environmental team to write a successful $400,000 various renewable energy projects in the region including Community-Wide Assessment Brownfield application for the Yerrick Creek Hydropower and 7-Mile Wind Farm, while also City of Spokane. The grant was awarded in May of 2015 and reducing energy costs in Northway by an estimated 35%. funded environmental assessment work in Hillyard, one of the Meredith worked with Alaska Power & Telephone and most contaminated railroad sites in the City, to better position Northway Village to sign a Memorandum of Understanding to it for redevelopment. To capture the local narrative and rich work together on this project and helped them submit a history of the project area, Meredith conducted over 15 $150,000 planning grant application to the U.S. Department interviews with stakeholders and collaborated with other of Energy First Steps Towards Clean Energy and Energy consultants helping with the project. Efficiency program. Meredith also helped Northway submit a similarly scoped project to the U.S. Economic Development Administration.
* denotes projects completed with other firms
A-24 Stantec Consulting Services Inc . Mark E. Oberschmidt PE Site Civil Engineer
Mark brings over 30 years of infrastructure engineering and construction experience to every project. He has successfully completed more than 100 land development projects ranging in size from one to hundreds of acres. These projects included all the infrastructure design and site planning and platting aspects, as well as presenting the project to municipal and state agencies for approvals. Additionally, Mark has worked with municipalities to replace and repair aging sewer and water infrastructure using tried and true methods along with the latest in construction technology.
EDUCATION SPT Phase 3 Schedule 1 Sewer and Water BS, Civil Engineering, West Virginia University, Replacement Project – City of Laramie (Project Morgantown, WV 1984 Manager – Engineer of Record)* Managed the design, bidding and construction administration MS, Water Resources Engineering Planning and of a 6 block sewer and water replacement project in narrow Management, Colorado State University, Fort alleys using open trench construction techniques by developing specific trenching details approved by WY Department of Collins, CO 2001 Environmental Quality for pipes in close proximity to each other. REGISTRATIONS Professional Engineer # 35721, State of Colorado Grandview Waterline Replacement – Fort Collins Utilities (Project Engineer)
Responsible for the design of the replacement of large vault Professional Engineer # 11042, State of Wyoming with 21 and 27-inch waterlines and valves along with using existing waterline to be abandoned for insertion of new waterline that would replace the existing one. Additional work PROJECT EXPERIENCE included design of connection between two existing waterlines Assistant Town Engineer for Wellington Colorado running north and south in North Taft Hill Road and (2013-Present) abandonment of the larger line they were connected to.
Responsible for plan review and recommending approval of all proposed site plans and subdivisions developing in the North Shields Sewer Extension – Fort Collins Utilities Town. Updated design and construction standards and (Project Engineer) specifications for the Town in 2015. Prepared a sewer and Responsible for the master planning and design of a 21-inch water master plan for the Town in 2014 planning for future sewer trunk line extending north from the Cache La Poudre development out to the Growth Management Area (GMA) River approximately 6600 feet and planning for extensions of limits. Provided construction oversite services for all public smaller sanitary sewer to service future development north and west of Shields Street. The project also included designing improvements associated with new developments. an 8-inch sewer extending approximately 1600 feet south of the river across the Arthur Ditch to service existing homes and SPT Phase 2 Schedule 5 Sewer and Water possible future development south of the river. Replacement Project – City of Laramie (Project Manager – Engineer of Record)* South College Waterline Replacement – Fort Collins Managed the design, bidding and construction administration Utilities (Project Engineer) of a 6 block sewer and water replacement project in narrow Responsible for the planning and design of a 4000 lf of 8-inch alleys using pipe bursting, CIPP and open trench construction waterline installation to replace 6000 lf of parallel waterline techniques. in College Avenue – a main arterial street in Fort Collins. The design planned for trenchless technology to be used to install SPT Phase 2 Schedule 6 Sewer and Water the new pipe. A combination of pipe bursting and horizontal Replacement Project – City of Laramie (Project directional drilling was used to install then new pipe. Wrote Manager – Engineer of Record)* and presented a paper on this project at the National North Managed the design, bidding and construction administration American Society of Trenchless Technology (NASTT) of a large sewer and waterline replacement project located in conference in Denver Colorado in 2015. Presented the same parts of an old petrochemical facility. Developed methods paper at the Northern Colorado AWWA regional meeting in working with the City and another consultant to handle Loveland Colorado in 2016. contaminated soils to prevent harm to the nearby Laramie River.
* denotes projects completed with other firms Design with community in mind
Stantec Consulting Services Inc . A-25 Mark E. Oberschmidt P.E. Site Civil Engineer
Michigan Ditch Pipeline Replacement – Fort Collins Fossil Creek Pedestrian Underpass – Fort Collins Utilities (Project Engineer) Parks (Project Engineer) (2013-2017) Working with the City and other team members to solve a Responsible for the grading and drainage design of a 70-foot- problem on an irrigation ditch at 10,000 feet that carries long 14-foot diameter tunnel under the BNSF Railroad south water from Lake Agnes to Joe Wright reservoir where a of Fossil Creek to create a pedestrian connection from Shields landslide had taken out a piped portion of the ditch. Laid out Street and other points west to College Avenue and other the selected tunnel design meeting the limitations of the Tunnel points east as part of the Open Space Trails Master Plan. Boring Machine (TBM) and the Hobas pipe. Provided grading design at both ends of the tunnel and erosion control measure South Gateway Drainage Master Plan – City of to dissipate energy at the downstream end of the tunnel. Laramie (Project Manager)* Responsible for the preparation and presentation of a Big Barnes Ditch Waterline Relocation – City of drainage master plan to relieve areas prone to flooding in Loveland Water and Power (Engineer of Record) Laramie WY. The work included storm sewer and Oversaw preparation of plans and assisted in the construction hydrological modeling along with conceptual designs to oversite for a Horizontal Directional Drill (HDD) installation reduce the flooding. Mark also prepared conceptual cost of a 12-inch diameter pipe under the Big Barnes Ditch estimates. alongside a busy arterial street. Big Barnes Ditch conveys water to Lake Loveland so we had to plan for possible frack Coal Creek LOMR (Project Manager)* outs and deal with constant traffic flow during operations Designed a major drainage channel to channelize and convey flood flows along the I-25 Frontage Road to Boxelder Grant Avenue Waterline – Wellington (Engineer of Creek. Developed the HEC-RAS models and prepared subsequent CLOMR submittals for approval. A LOMR was Record) completed in 2004 establishing the floodplain within the limits Oversaw preparation of plans to replace existing AC waterline of the channel. pipes for a two block reach in Town. Coordinated the alignment with the Utility staff and the street rehabilitation Wellington South – Wellington CO (Project Manager with the Road crews and the Road Repair Master plan for Old Town Wellington. – Engineer of Record)* Responsible for the design of all civil infrastructure for an 80- acre mixed-use development in Wellington. The infrastructure 6th Street Water and Sewer Extension – Wellington included 3 bridges over Boxelder Creek and 2 large box (Engineer of Record) Oversaw the preparation of plans culverts in Coal Creek. The project also involved design of an for sewer and water extension under a county road as part of offsite sewer under I-25 and gas lines for local utility. the annexation of a large parcel into the Town. Provided bidding and construction over site services for the project. Columbine Estates – Wellington CO (Project Manager –Engineer of Record)* Southside Lift Station Force Main Rehabilitation- City Responsible for the design of all civil infrastructure for a mixed- of Loveland Water and Power use development mixed-use development on 80 acres in Responsible for construction oversite of 20-inch sanitary Wellington. The project onsite infrastructure cost $7.0 million sewer force main and electrical conduit under the Big dollars Mark performed extensive storm sewer modeling to Thompson River after the 2013 floods. minimize the dirt work. A combination storm sewer irrigation outfall was designed under I-25.
Directional Drill Waterline Repair and Rehabilitation – City of Loveland Water and Power Responsible for construction oversite for the HDD installed 8- inch PVC pipes under waterways in Loveland. Two of the pipes were installed under the Big Thompson River and the other was installed under the Farmers Ditch.
* denotes projects completed with other firms
A-26 Stantec Consulting Services Inc . Conceptual Plans
Appendix Conceptual Plans for Mobile Water Treatment B Plant Appendix B Mobile Water Treatment Equipment Implementation of alternatives to meet peak water demands in 2017 will be challenging due to the tight schedule and lead times for procurement of equipment, whether leased or purchased. Stantec has prepared several preliminary drawings that provide an indication of the piping arrangement for connecting a pre-fabricated mobile water treatment unit to the existing facility. As a mobile unit, it can be placed in a temporary location without impacting future planning or maintenance activities.
Stantec Consulting Services Inc . B-1
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5 Pall Proposal for Mobile WTP
Appendix Pall Corp Proposal for Mobile Water C Treatment Plant Appendix C PALL CORP Proposal for Mobile Water Treatment Plant Pall Corporation offers pre-fabricated packaged microfiltration membrane units for lease. Stantec contacted the Pall Corp. sales representative to discuss the terms for short-term leasing, lease-to-own, and purchase of their mobile water treatment plant. Refer to the proposal that follows for a description and specifications for the mobile Pall system.
Evoqua Water Technologies also offers membrane treatment systems. Two types of membranes are available using microfiltration (MF) and ultrafiltration (UF) modules. The MF membranes are typically used to remove particles and pathogens from surface water sources. The UF membranes have smaller openings that filter out additional contaminants that pass through the MF pore openings. Ultrafiltration membrane treatment should be pilot-tested to determine its effectiveness in removing T&O compounds. Several manufacturers offer ultrafiltration membrane systems for water treatment.
Stantec Consulting Services Inc . C-1
Fee Schedule Stantec proposes the following total fee breakdown. We have provided an estimate for completion of the Immediate needs and the completion of the Master Plan. The proposed level of effort is based upon information provided during our meetings with staff and the review of documentation provided with the Request for Proposals.
We look forward to your review of our proposal and our fee estimate. We also look forward to our final negotiations for this work.
Base Services Total Manhours Task Fee Phase 1 – Immediate Capacity Expansion 370 $59,100 Phase 2 – Master Plan 472 $82,500 Subtotal 841 $141,600
Stantec Consulting Services Inc . Wellington Water Treatment Facilities Engineering Services AGENDA ITEM SUMMARY SHEET Town Board Meeting – March 28, 2017
ITEM# : 4
SUBJECT: Discussion – Boxelder Commons Park Impact Fees
RECOMMENDATION:
Background
Hartford Home is in the process of requesting approval for a multifamily project on Outlot A of Boxelder Commons as a Planned Unit Development (PUD) with six -6- plexes and five-5-plexes. The PUD Overlay District is intended to permit greater flexibility in the application of zoning and development standards and greater freedom in providing a mix of land uses in the development of a balanced community. PUDs are expected to preserve critical environmental resources, provide above-average open space and recreational amenities, including exceptional design and provide greater efficiency in the layout and provision of roads, utilities and other infrastructure.
Within the PUD concept Hartford is requesting relief on the minimum interior lot widths from the town’s code of 25 feet to 20 feet. In exchange they would like to make improvements to the adjacent town owned open space land with irrigation, landscaping, trails and a playground, with the town paying most of the cost of these improvements by waiving the park and trail impact fees on the remainder of the single family lots and all the multifamily units in Boxelder Commons. Attached is an email and cost estimate outlining the costs and cost sharing.
Issues to Consider
• Park and Trail Impact fees provide funds for paying debt for the Wellington Community Park first, then for future capital projects. The annual debt payment for the Wellington Community Park is $269,000 which requires the park and trail impact fees from 185 new residential units.
• The trail impact fees need to be allocated toward the upcoming the Jefferson to Washington connection.
• Development of Outlot A is not a Parks Advisory Board priority for park improvements and the park improvements Hartford is looking at are not on the priority list in the GASP.
co.larimer.co.us Mail - Boxelder Commons Park Proposal Page 1 of 3
Larry Lorentzen
Boxelder Commons Park Proposal 2 messages
Patrick McMeekin
Larry and Tim,
Please see the attached estimate for construction of the Boxelder Commons Park, we believe this is a fair estimate of the associated construction costs for the park and a basis for which we can negotiate our fee waivers. Below is how we would propose to fund construction of the park.
TOTAL ESTIMATED PARK COSTS (with contingency): $519,363
Sources of funds:
1st Source: $100,000 from Hartford Homes (no fee waiver or reimbursement)
2nd Source: $340,000 from Hartford, but reimbursed through Fee Waiver of Park / Trail Impact Fees for Boxelder Commons Single Family and Multi-Family (~$1,250 per unit – 213 Remaining single family homes and 59 Townhomes)
x We will provide copies of actual invoices and verification of payment to confirm money has been expended.
o Our fee waiver will be contingent upon actual costs expended. For example, when we go to construction and our bids come in at $420,000 the break down will be as follows:
$420,000 Park Cost
$100,000 Hartford Homes (no fee waiver or reimbursement)
$320,000 of fee waiver
3rd Source: If the park costs exceed, $440,000 Hartford will be responsible for those costs. We guarantee that the fee waiver is capped to the Town. So, Wellington’s max fee waiver will be $340,000. For example, if actual costs come in at $520,000 the break down will be as follows:
$520,000 Park Cost
$100,000 Hartford Homes (no fee waiver or reimbursement)
https://mail.google.com/mail/u/0/?ui=2&ik=0d5fdc010d&view=pt&q=Landon%40hartfor... 3/24/2017 co.larimer.co.us Mail - Boxelder Commons Park Proposal Page 2 of 3
$340,000 of fee waiver
$80,000 Hartford Homes (no fee waiver or reimbursement)
Wellington will take over Maintenance of the park upon completion.
Hartford will construct the park with the 1st phase of development of the Harvest Village Townhome project and complete the park before a Certificate of Occupancy is issued on the third building.
Hartford will fund 100% of the construction costs of the park and Wellington will hold in escrow the Park and Trail Impact fees generated from the Harvest Village Single Family / Townhome projects, from 4/1/17 to completion of construction of the park, and remit those fees back to Hartford upon completion of the park.
Let me know if this makes sense.
Thanks,
Pat
Patrick McMeekin
VP of Land Development, Partner
Hartford Homes, LLC
970.674.1109 ext-102
970.301.0076 cell
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https://mail.google.com/mail/u/0/?ui=2&ik=0d5fdc010d&view=pt&q=Landon%40hartfor... 3/24/2017 Harvest Village Park Estimate of Probable Costs Plan Date: March 2017 Prepared by: Russell + Mills Studios
PARK UNIT EXTENDED ITEM UNIT QTY. NOTES COST COST DEMOLITION Clear and Grub ALLOW $1,500.00 1 $1,500 CATEGORY SUBTOTAL $1,500
PLAYGROUND EQUIPMENT All prices include freight and installation Freestyler swing EA $5,189.00 1 $5,189 Maxplay 2 bay swing EA $6,034.00 1 $6,034 2 belt, 1 ADA and 1 Generation swing Inclusive Spinner EA $5,446.00 1 $5,446 Nu-edge Structure (2-5 years) EA $24,929.00 1 $24,929 Nu-edge Structure (5-12 years) EA $47,225.00 1 $47,225 CATEGORY SUBTOTAL $88,823 EARTHWORK Grading ALLOW $4,000.00 1 $4,000 overlot grading, detention, trails CATEGORY SUBTOTAL $4,000
PAVEMENT Standard Concrete Pavement - 4" SF $6.50 9,720 $63,180 Picnic plaza and sidewalks Rubber Chips CY $80.00 180 $14,400 Includes delivery, installation Crushed Limestone Pavement SF $2.00 5,946 $11,892 CATEGORY SUBTOTAL $89,472 SITE FURNISHINGS Picnic Table EA $2,500.00 3 $7,500 Bike Rack EA $1,200.00 1 $1,200 Bench EA $1,500.00 3 $4,500 Grill EA $800.00 2 $1,600 Trash Receptacle EA $800.00 3 $2,400 CATEGORY SUBTOTAL $17,200
LANDSCAPE Soil Prep - Compost and fertilizer as required CY $34.00 35 $1,190 All planted areas - 6" depth Wood Mulch CY $40.00 21 $840 Planting beds - 4" depth Sod S.F. $0.80 78,140 $62,512 bluegrass blend Native Seed S.F. $0.18 269,525 $48,515 native seed mix Ornamental Tree EA. $300.00 14 $4,200 2” caliper Evergreen Tree EA. $450.00 17 $7,650 6' Ht. Deciduous Tree EA. $350.00 46 $16,100 2” caliper Planting Beds S.F. $4.00 1,710 $6,840 Shrubs, ornamental grasses, perennials CATEGORY SUBTOTAL $147,847
IRRIGATION Temporary System ALLOW $20,000.00 1 $20,000 Irrigation system w/ controller ALLOW $50,000.00 1 $50,000 CATEGORY SUBTOTAL $70,000
SUBTOTAL $418,842 Design Contingency 10% $41,884 General Conditions 10% $41,884 Mobilization 4% $16,754 GRAND TOTAL $519,363
Stantec Consultlng Services Inc. Stantec 3325 South Timberline Road Suite 150, Fort Collins CO 80525-2903
March 24, 2017 File: 187310056
Attention: Larry Lorentzen - Town Administrator Wellington, Town of 3735 Cleveland Avenue, P.O. Box 127 Wellington CO 80549 United States of America
Dear Larry,
Reference: Raw Water Fee
Presently the Town charges builders $15,350 for the Uniform Water Capital Investment fee consisting of $5,500 (Plant Investment Fee) and $9,850 (Raw Water Component). Increasing scarcity of available water rights in Colorado has increased the cost per acre-foot of water. The Town's present rate has not recently been adjusted to accommodate these higher costs. Therefore, it is our recommendation the Town adjust their requirements based on a reasonable estimation of the rates present in today's market.
Stantec performed a water rate study in 2010. The following is an excerpt from the study.
"Raw Water Fee: The Raw Water fee should offset the costs of procuring new raw water rights and/or sources in order to guarantee future availability of water to the customer.
A standard for water rates and that considered by North Poudre Irrigation Company (NPIC) when charging the Town for use of Reservoir No. 3 water is the cost of Colorado Big Thompson (CBT) shares. CBT adjusts their acre-foot per share based on the variability of the supply on a yearly basis. Though the base allotment varies, a standard of 0.7 acre-foot per share is used in planning efforts.
Per the draft report prepared by Wright Water Engineer, approximately 0.50 acre-foot of water is required for residents using potable for both in-house and irrigation. For residential use where non potable (i.e. well) water is used for irrigation, approximately 0.20 acre-foot is consumed on a yearly basis.
In conversation with Jeff Kahn (Lyons Gaddis Attorneys and Counselors) on Monday March 20, 2017, shares of CBT were estimated to presently be trading for approximately $26,000. This yields a cost per acre-foot of $37, 143 1$26,000per share I 0.7ac-ft per share) . Using this amount the following raw water rates are recommended:
In-house and irrigated use services: $18,572 (0.5 ac-ft per residence x $37,143 per CBT ac-ft) Design with community in mind
March 24, 2017 Larry Lorentzen - Town Administrator Page 2 of 2
Reference: Raw Water Fee
In-house use only services: $7,429 per residence (0.2 ac-ft per residence x $37, 143 per CBT ac-ft)
Average per service regardless of use or non-use of irrigation water: $13,590 (911 ac-ft x $37,143 per ac-ft divided by 2490 water service connections)
In summary, the Town should increase their raw water fee per water service connection to accommodate increasing raw water costs. The Town's present rate of $9 ,850 is insufficient to pay for CBT water at its present cost. We recommend the Town consider the rates outlined above. Please note that the recommended rates/fees do not differentiate between residential and commercial properties.
Regards,
dfs documentl
Design with community in mind TOWN OF WELLINGTON 3735 CLEVELAND AVENUE P.O. BOX 127 WELLINGTON, CO 80549 TOWN HALL (970) 568-3381 FAX (970) 568-9354
Revised Calculation 3-24-17
Following is a calculation of the Town of Wellington’s Stormwater fees for 2016 due to the Stormwater Authority in the amount of $482,034.58
The town issued building permits for 344 residential units, with 298 new residential units receiving Certificates of Occupancy and beginning payment of service fees at some point during the year. We also issued permits and received system development fees for 21 new commercial structures. Two commercial properties received Certificates of Occupancy and began paying service fees at some point during the year.
We also reviewed impervious surface totals in and around the Boxelder Business Park. A number of properties were found to have substantially increased impervious surface by gravelling storage and parking areas which were previously natural ground. A total additional 272,603 sq. ft. of impervious surface was added to commercial impervious surface starting July of 2016.
Residential Service fees for 2774 residential units @ $60 (from 2015 calculation) $166,440.00 Plus fees for 298 new residential units added at some point during 2016. $ 9,175.00
2016 System Development Fees collected for 344 new residential units $137,600.00
Commercial Service fees for 2,605,425 ft2 impervious surface (from 2015 calculation). $ 78,162.75 Plus service fees for 86,074 ft2 impervious surface for a portion of the year. $ 1,493.20 Plus service for 272, 603 ft2 impervious surface for six months of year. $ 4,089.05
System Development Fees collected for 340,601 ft2 impervious surface. $ 68,121.78 System Development Fees for 84,764 sq. ft. Wellington Community Park $ 16,952.80
Total due Boxelder Basin Regional Stormwater Authority for 2016. $ 482,034.58
2016 Residential service and system development fees for Stormwater Authority Prorated Service System First Month Fees @ $60 per Development Building Permit Address CO Date Utilities Billed year Fees 12wel-00288 3524 Cleveland 7/5/2013 1/1/2017 Paid in 2013 14wel-00210 4302 Carlyle Lane 6/25/2015 1/1/2017 Paid in 2014 14wel-00268 6874 Langland St 8/24/2015 8/27/2015 Paid in 2015 14wel-00365 4478 Ingalls Dr. 4/20/2015 3/15/2016 $50 Paid in 2014 14wel-00533 7292 McClellan 11/25/2015 1/1/2016 $60 Paid in 2015 15wel-00017 7470 Eustis Dr. 7/13/2016 8/3/2016 $25 Paid in 2015 15wel-00018 7490 Eustis Dr. 8/13/2015 Paid in 2015 15wel-00019 7450 Eustis Dr. 2/26/2016 3/1/2016 $50 Paid in 2015 15wel-00027 7907 Fifth St 4/27/2015 4/28/2015 $45 Paid in 2015 15wel-00046 3969 Ginkgo 7/30/2015 2/1/2017 Paid in 2015 15wel-00047 3947 Ginkgo 7/30/2015 Paid in 2015 15wel-00048 3981 Ginkgo 7/30/2015 8/9/2016 $25 Paid in 2015 15wel-00070 4491 Ketchum Dr 10/27/2015 2/12/2016 $55 Paid in 2015 15wel-00085 7530 Eustis Dr 8/12/2015 1/15/2016 $60 Paid in 2015 15wel-00113 4436 Bragg Lane 12/3/2015 12/10/2016 $5 Paid in 2015 15wel-00115 4491 Halleck 1/7/2016 1/12/2016 $60 Paid in 2015 15wel-00126 4188 Alder Creek 12/16/2015 1/1/2016 $60 Paid in 2015 15wel-00158 6848 Mount Toll 9/18/2015 1/19/2016 $60 Paid in 2015 15wel-00209 4457 Bragg Lane 12/9/2015 12/14/2015 Paid in 2015 15wel-00212 3894 Ginkgo St 11/25/2015 4/1/2016 $45 Paid in 2015 15wel-00213 3906 Ginkgo St 11/25/2015 2/11/2016 $55 Paid in 2015 15wel-00214 3940 Ginkgo St 11/5/2015 5/16/2016 $40 Paid in 2015 15wel-00215 3925 Ginkgo St 11/10/2015 5/1/2016 $40 Paid in 2015 15wel-00218 7510 Terrill 1/20/2016 2/9/2016 $55 Paid in 2015 15wel-00219 7530 Terrill 12/16/2015 1/2/2016 $60 Paid in 2015 15wel-00220 7470 Terrill 4/18/2016 5/6/2016 $40 Paid in 2015 15wel-00221 7450 Terrill 1/12/2016 1/29/2016 $60 Paid in 2015 15wel-00222 7410 Terrill 5/25/2016 5/25/2016 $40 Paid in 2015 15wel-00223 7430 Terrill 4/1/2016 4/1/2016 $45 Paid in 2015 15wel-00224 7490 Terrill 5/23/2016 5/23/2016 $40 Paid in 2015 15wel-00225 4588 Ingalls 5/31/2016 6/1/2016 $35 Paid in 2015 15wel-00226 4547 Ingalls 4/1/2016 4/4/2016 $45 Paid in 2015 15wel-00227 4525 Ingalls 6/16/2016 7/1/2016 $30 Paid in 2015 15wel-00228 4481 Ingalls Dr 3/7/2016 3/1/2016 $50 Paid in 2015 15wel-00229 4479 Ingalls 6/8/2016 6/9/2016 $35 Paid in 2015 15wel-00230 4457 Ingalls 6/7/2016 6/13/2016 $35 Paid in 2015 15wel-00231 4411 Ingalls Dr 3/25/2016 4/1/2016 $45 Paid in 2015 15wel-00232 4445 Ingalls 1/15/2016 1/19/2016 $60 Paid in 2015 15wel-00233 4548 Ingalls Dr 4/26/2016 5/1/2016 $40 Paid in 2015 15wel-00234 7775 Fifth 4-plex 12/27/2016 12/1/2016 $20 $1,600 15wel-00235 4526 Ingalls Dr 10/20/2016 4/1/2016 $45 Paid in 2015 15wel-00236 4504 Ingalls Dr 2/12/2016 2/12/2016 $55 Paid in 2015 15wel-00237 4503 Ingalls 6/16/2016 6/27/2016 $35 Paid in 2015 15wel-00238 4423 Ingalls Dr 4/26/2016 6/17/2016 $35 Paid in 2015 15wel-00239 4479 Granger Dr 3/17/2016 3/25/2016 $50 Paid in 2015 15wel-00240 4491 Granger Dr. 12/16/2015 12/16/2015 $5 Paid in 2015 15wel-00241 4503 Granger Dr 2/10/2016 2/10/2016 $55 Paid in 2015 15wel-00243 4503 Ketchum 2/12/2016 5/1/2016 $40 Paid in 2015 15wel-00244 4525 Ketchum 12/22/2015 12/22/2015 $5 Paid in 2015 15wel-00245 4547 Ketchum Dr 6/6/2016 6/6/2016 $35 Paid in 2015 15wel-00247 3881 Mount Flora 4/6/2016 4/15/2016 $45 Paid in 2015 15wel-00249 4202 Woodlake 3/3/2016 3/11/2016 $50 Paid in 2015 15wel-00252 4122 White Deer Lane 2/3/2016 2/19/2016 $55 Paid in 2015 15wel-00258 3972 Mount Hope 9/14/2016 11/16/2016 $10 Paid in 2015 15wel-00259 3960 Mount Hope 8/3/2016 10/1/2016 $15 Paid in 2015 15wel-00261 3994 Mount Flora 3/18/2016 5/26/2016 $40 Paid in 2015 15wel-00262 6937 Meade 5/11/2016 5/23/2016 $40 Paid in 2015 15wel-00266 4191 Cypress Ridge 4/27/2016 5/5/2016 $40 Paid in 2015 15wel-00268 7521 Eustis Dr 12/3/2015 2/1/2016 $55 Paid in 2015 15wel-00269 4410 Wellington Downs 12/16/2015 5/6/2016 $40 Paid in 2015 15wel-00270 4410 Granger 9/29/2016 11/18/2016 $10 $400 15wel-00271 7551 Eustis Dr 3/28/2016 4/6/2016 $45 Paid in 2015 15wel-00272 6913 Meade 11/24/2015 2/11/2016 $55 Paid in 2015 15wel-00279 4249 White Deer 6/9/2016 7/6/2016 $30 Paid in 2015 15wel-00280 4227 White Deer 6/9/2016 7/12/2016 $30 Paid in 2015 15wel-00281 4215 White Deer 6/9/2016 7/19/2016 $30 Paid in 2015 15wel-00283 6936 Pettigrew 3/29/2016 4/1/2016 $45 Paid in 2015 15wel-00284 6924 Pettigrew 3/30/2016 4/8/2016 $45 Paid in 2015 15wel-00285 6974 Pettigrew 7/12/2016 7/15/2016 $30 Paid in 2015 15wel-00286 6962 Pettigrew St 5/16/2016 6/7/2016 $35 Paid in 2015 15wel-00287 6901 Pettigrew 4/27/2016 5/1/2016 $40 Paid in 2015 15wel-00288 6951 Pettigrew St 2/16/2016 2/23/2016 $55 Paid in 2015 15wel-00289 7079 Pettigrew 5/27/2016 6/1/2016 $35 Paid in 2015 15wel-00290 7035 Pettigrew 1/25/2016 3/22/2016 $50 Paid in 2015 15wel-00291 6924 Meade 3/14/2016 3/22/2016 $50 Paid in 2015 15wel-00292 7034 Meade St 4/1/2016 4/15/2016 $45 Paid in 2015 15wel-00293 7056 Meade St 5/16/2016 5/24/2016 $40 Paid in 2015 15wel-00294 7078 Meade St 2/19/2016 2/23/2016 $55 Paid in 2015 15wel-00295 6949 Meade St 9/27/2016 10/1/2016 $15 Paid in 2015 15wel-00296 6951 Meade St 7/29/2016 8/3/2016 $25 Paid in 2015 15wel-00298 6963 Meade St 5/10/2016 5/16/2016 $40 Paid in 2015 15wel-00299 7035 Meade 1/14/2016 1/18/2016 $60 Paid in 2015 15wel-00300 7057 Meade 6/7/2016 8/17/2016 $25 Paid in 2015 15wel-00301 7081 Meade St 1/26/2016 2/1/2016 $55 Paid in 2015 15wel-00302 4314 Carlyle 1/21/2016 8/15/2016 $25 Paid in 2015 15wel-00303 4358 Carlyle 4/18/2016 4/22/2016 $45 Paid in 2015 15wel-00311 3969 Mount Hope 2/16/2016 2/17/2016 $55 Paid in 2015 15wel-00312 3933 Mount Hope 2/25/2016 2/26/2016 $55 Paid in 2015 15wel-00328 3956 Mount Flora 2/3/2016 2/5/2016 $55 Paid in 2015 15wel-00334 7491 Eustis Dr 12/11/2015 3/1/2016 $50 Paid in 2015 15wel-00335 7561 Eustis Dr 3/28/2016 5/26/2016 $40 Paid in 2015 15wel-00336 7531 Eustis Dr 11/5/2015 3/4/2016 $50 Paid in 2015 15wel-00337 7541 Eustis Dr. 12/3/2015 4/4/2016 $45 Paid in 2015 15wel-00338 4420 Granger 10/17/2016 11/1/2016 $10 $400 15wel-00359 4336 Carlyle 12/22/2015 Paid in 2015 15wel-00360 6987 Meade St 12/11/2015 1/14/2016 $60 Paid in 2015 15wel-00361 7057 Pettigrew 1/4/2016 4/29/2016 $45 Paid in 2015 15wel-00362 7358 McClellan Rd 12/7/2015 9/1/2015 $20 Paid in 2015 15wel-00385 3679 Daylily 1/15/2016 2/16/2016 $55 Paid in 2015 15wel-00386 3611 Daylily 12/4/2015 2/26/2016 $55 Paid in 2015 15wel-00387 3657 Daylily 2/1/2016 3/1/2016 $50 Paid in 2015 15wel-00388 3635 Daylily 1/20/2016 3/23/2016 $50 Paid in 2015 15wel-00389 3623 Daylily 1/22/2016 2/1/2016 $55 Paid in 2015 15wel-00390 3691 Daylily 1/26/2016 2/25/2016 $55 Paid in 2015 15wel-00391 3713 Daylily 1/26/2016 4/1/2016 $45 Paid in 2015 15wel-00396 4226 Alder Creek 12/22/2015 7/8/2016 $30 Paid in 2015 15wel-00421 7590 Mclellan Rd 6/3/2016 Paid in 2015 15wel-00422 6936 Meade St 5/3/2016 5/11/2016 $40 Paid in 2015 15wel-00423 7000 Pettigrew 2/2/2016 2/3/2016 $55 Paid in 2015 15wel-00424 7056 Pettigrew 2/16/2016 2/23/2016 $55 Paid in 2015 15wel-00425 7012 Meade St 3/3/2016 3/14/2016 $50 Paid in 2015 15wel-00429 4192 Cypress Ridge 8/1/2016 8/15/2016 $25 Paid in 2015 15wel-00433 3771 Daylily 12/31/2015 Paid in 2015 15wel-00435 3610 Cornflower St 1/27/2016 3/18/2016 $50 Paid in 2015 15wel-00436 3759 Daylily 12/31/2015 Paid in 2015 15wel-00437 3712 Cornflower 2/23/2016 3/1/2016 $50 Paid in 2015 15wel-00438 3656 Cornflower 2/16/2016 4/28/2016 $45 Paid in 2015 15wel-00439 3622 Cornflower 2/16/2016 4/29/2016 $45 Paid in 2015 15wel-00440 3678 Cornflower 1/29/2016 4/1/2016 $45 Paid in 2015 15wel-00441 3690 Cornflower 2/19/2016 4/28/2016 $45 Paid in 2015 15wel-00445 3634 Cornflower 1/26/2016 2/1/2016 $55 Paid in 2015 15wel-00458 7304 McClellan Rd 8/25/2016 Paid in 2015 15wel-00460 3850 Ginkgo 2/26/2016 4/13/2016 $45 Paid in 2015 15wel-00461 3872 Ginkgo 2/26/2016 3/15/2016 $50 Paid in 2015 15wel-00475 7013 Pettigrew St 1/8/2016 4/29/2016 $45 Paid in 2015 15wel-00489 6925 Meade 3/16/2016 4/1/2016 $45 Paid in 2015 15wel-00490 6975 Meade St 1/8/2016 4/4/2016 $45 Paid in 2015 15wel-00491 6975 Pettigrew 1/8/2016 2/16/2016 $55 Paid in 2015 15wel-00501 3838 Ginkgo 4/1/2016 5/17/2016 $40 Paid in 2015 15wel-00502 3816 Ginkgo 3/29/2016 4/13/2016 $45 Paid in 2015 15wel-00503 3804 Ginkgo 4/11/2016 4/25/2016 $45 Paid in 2015 15wel-00505 7079 Meade St 3/24/2016 6/10/2016 $35 Paid in 2015 15wel-00506 6962 Meade St 2/25/2016 5/2/2016 $40 Paid in 2015 15wel-00507 4101 Crittenton 12 plex 6/3/2016 4/11/2016 $45 Paid in 2015 15wel-00516 4188 Woodlake 10/4/2016 2/20/2016 $55 Paid in 2015 15wel-00523 7326 McClellan 9/1/2016 1/1/2017 Paid in 2015 15wel-00527 7096 Sumner St 5/3/2016 5/23/2016 $40 Paid in 2015 15wel-00528 3801 Ginkgo 7/11/2016 7/14/2016 $30 Paid in 2015 15wel-00529 3857 Ginkgo 7/19/2016 7/25/2016 $30 Paid in 2015 15wel-00530 3905 Peach 7/27/2016 7/29/2016 $30 Paid in 2015 15wel-00531 3893 Peach 12/20/2016 Paid in 2015 15wel-00533 3634 Daylily 4/1/2016 5/10/2016 $40 Paid in 2015 15wel-00534 3622 Daylily 2/26/2016 3/28/2016 $50 Paid in 2015 15wel-00539 3712 Daylily 3/14/2016 4/1/2016 $45 Paid in 2015 15wel-00540 3678 Daylily 3/14/2016 3/22/2016 $50 Paid in 2015 15wel-00541 3656 Daylily 3/8/2016 5/13/2016 $40 Paid in 2015 15wel-00542 3690 Daylily 3/14/2016 4/1/2016 $45 Paid in 2015 15wel-00547 4394 Carlyle 3/7/2016 3/21/2016 $50 Paid in 2015 15wel-00565 3813 Ginkgo 5/12/2016 5/16/2016 $40 Paid in 2015 15wel-00566 3835 Ginkgo 4/19/2016 5/16/2016 $40 Paid in 2015 15wel-00567 3903 Ginkgo 5/20/2016 6/1/2016 $35 $400 15wel-00574 7078 Pettigrew St 3/15/2016 3/25/2016 $50 Paid in 2015 15wel-00577 6565 Cranesbill 3/29/2016 4/1/2016 $45 Paid in 2015 15wel-00582 7040 Sumner 6/14/2016 6/17/2016 $35 Paid in 2015 15wel-00586 3635 Sunrose 5/17/2016 6/23/2016 $35 Paid in 2015 15wel-00587 3679 Sunrose 5/6/2016 7/1/2016 $30 Paid in 2015 15wel-00588 3724 Daylily 4/19/2016 4/25/2016 $45 Paid in 2015 15wel-00589 3770 Daylily 5/23/2016 6/1/2016 $35 Paid in 2015 15wel-00590 3746 Daylily 4/12/2016 5/2/2016 $40 Paid in 2015 15wel-00598 3879 Ginkgo St 6/14/2016 6/21/2016 $35 $400 15wel-00605 3724 Sunrose 6/17/2016 6/30/2016 $35 $400 15wel-00606 3690 Sunrose 5/26/2016 6/7/2016 $35 $400 15wel-00608 3691 Sunrose 5/9/2016 6/30/2016 $35 $400 15wel-00610 3610 Sunrose 5/11/2016 6/30/2016 $35 $400 15wel-00611 3622 Sunrose 5/13/2016 5/25/2016 $40 $400 16wel-00002 3970 Mount Flora 11/14/2016 1/1/2017 $60 $400 16wel-00004 7600 Terrill Dr 6/10/2016 6/10/2016 $35 $400 16wel-00005 3836 Peach 6/16/2016 6/20/2016 $35 $400 16wel-00008 6950 Meade 6/23/2016 7/1/2016 $30 $400 16wel-00009 7012 Pettigrew 9/6/2016 9/8/2016 $20 $400 16wel-00010 7034 Pettigrew 6/15/2016 6/21/2016 $35 $400 16wel-00012 3891 Ginkgo 12/2/2016 12/15/2016 $60 $400 16wel-00013 3713 Sunrose 6/6/2016 7/1/2016 $30 $400 16wel-00014 3747 Sunrose 6/6/2016 6/7/2016 $35 $400 16wel-00015 3759 Sunrose 6/6/2016 6/14/2016 $35 $400 16wel-00016 3771 Sunrose 6/9/2016 7/1/2016 $30 $400 16wel-00017 6515 Cranesbill 5/20/2016 6/1/2016 $35 $400 16wel-00018 3725 Sunrose 6/24/2016 7/1/2016 $30 $400 16wel-00019 6913 Pettigrew 5/2/2016 5/16/2016 $40 $400 16wel-00020 3146 Alybar 1A 6/17/2016 $400 16wel-00021 3146 Alybar 1B 6/15/2016 $400 16wel-00022 3146 Alybar 1C 6/15/2016 6/20/2016 $35 $400 16wel-00023 3146 Alybar 1D 6/17/2016 8/24/2016 $25 $400 16wel-00024 3124 Alybar 2A 6/30/2016 8/24/2016 $25 $400 16wel-00025 3124 Alybar 2B 6/27/2016 8/23/2016 $25 $400 16wel-00026 3124 Alybar 2C 6/29/2016 8/4/2016 $25 $400 16wel-00027 3124 Alybar 2D 6/29/2016 8/15/2016 $25 $400 16wel-00028 3102 Alybar Dr 3A 7/19/2016 8/5/2016 $25 $400 16wel-00029 3102 Alybar Dr 3B 7/19/2016 8/5/2016 $25 $400 16wel-00030 3102 Alybar Dr 3C 7/19/2016 8/15/2016 $25 $400 16wel-00031 3102 Alybar 3D 7/19/2016 8/2/2016 $25 $400 16wel-00032 3101 Alybar 4A 8/4/2016 8/5/2016 $25 $400 16wel-00033 3101 Alybar 4B 8/4/2016 10/15/2016 $15 $400 16wel-00034 3101 Alybar 4D 8/4/2016 8/5/2016 $25 $400 16wel-00035 3113 Alabar Dr 5A 8/23/2016 9/1/2016 $20 $400 16wel-00036 3113 Alybar Dr 5B 8/23/2016 10/1/2016 $15 $400 16wel-00037 3113 Alybar Dr 5C 8/23/2016 9/13/2016 $20 $400 16wel-00038 3113 Alybar Dr 5D 8/23/2016 9/1/2016 $20 $400 16wel-00042 3101 Alybar 4C 8/4/2016 10/21/2016 $15 $400 16wel-00043 3724 Cornflower 6/22/2016 7/1/2016 $35 $400 16wel-00047 6950 Pettigrew 5/16/2016 5/26/2016 $40 $400 16wel-00053 6986 Meade 5/27/2016 6/2/2016 $35 $400 16wel-00056 4402 Carlyle 7/20/2016 7/20/2016 $30 $400 16wel-00057 4494 Carlyle 11/17/2016 12/1/2016 $5 $400 16wel-00063 6539 Cranesbill 6/8/2016 6/17/2016 $35 $400 16wel-00064 6948 Meade St 10/26/2016 11/1/2016 $10 $400 16wel-00065 6925 Pettigrew 5/18/2016 6/1/2016 $35 $400 16wel-00072 3725 Daylily 7/7/2016 7/19/2016 $30 $400 16wel-00073 3611 Cornflower 6/22/2016 7/1/2016 $30 $400 16wel-00074 3746 Cornflower 7/13/2016 8/1/2016 $25 $400 16wel-00093 7034 Langland 6/14/2016 6/21/2016 $35 $400 16wel-00101 3982 Mount Flora 8/12/2016 6/1/2016 $35 $400 16wel-00106 7078 Langland 7/11/2016 7/13/2016 $30 $400 16wel-00112 7012 Langland 6/14/2016 6/23/2016 $35 $400 16wel-00115 6974 Meade 7/14/2016 7/18/2016 $30 $400 16wel-00117 6675 Coralbell 7/28/2016 8/12/2016 $25 $400 16wel-00118 3623 Cornflower 7/21/2016 9/23/2016 $20 $400 16wel-00119 3679 Cornflower 8/11/2016 8/18/2016 $25 $400 16wel-00124 3657 Cornflower 7/26/2016 8/11/2016 $25 $400 16wel-00125 4414 Carlyle 7/11/2016 7/19/2016 $30 $400 16wel-00130 6949 Pettigrew 9/28/2016 10/4/2016 $15 $400 16wel-00131 7013 Meade 8/5/2016 9/1/2016 $20 $400 16wel-00132 6901 Sumner 8/22/2016 8/25/2016 $25 $400 16wel-00133 6900 Langland 8/25/2016 9/1/2016 $20 $400 16wel-00135 7081 Langland 7/11/2016 7/18/2016 $30 $400 16wel-00140 3691 Cornflower 8/18/2016 8/19/2016 $25 $400 16wel-00141 3635 Cornflower 7/26/2016 10/3/2016 $15 $400 16wel-00149 6501 Cranesbill 10/24/2016 10/28/2016 $15 $400 16wel-00150 6499 Cranesbill 7/27/2016 8/8/2016 $25 $400 16wel-00151 6487 Cranesbill 9/23/2016 10/17/2016 $15 $400 16wel-00152 6475 Cranesbill 9/27/2016 10/1/2016 $15 $400 16wel-00153 3725 Cornflower 8/18/2016 8/26/2016 $25 $400 16wel-00154 3759 Cornflower 8/30/2016 10/1/2016 $15 $400 16wel-00155 3771 Cornflower 9/8/2016 9/21/2016 $20 $400 16wel-00156 3793 Cornflower 9/9/2016 9/22/2016 $20 $400 16wel-00157 3747 Cornflower 9/8/2016 9/20/2016 $20 $400 16wel-00158 3713 Cornflower 8/18/2016 9/1/2016 $20 $400 16wel-00159 3622 Torch Lily 8/24/2016 9/13/2016 $20 $400 16wel-00160 3634 Torch Lily 11/1/2016 11/16/2016 $10 $400 16wel-00161 3610 Torch Lily 8/19/2016 9/1/2016 $20 $400 16wel-00162 3656 Torch Lily 10/5/2016 11/10/2016 $10 $400 16wel-00172 3892 Peach 8/1/2016 8/2/2016 $25 $400 16wel-00173 3814 Peach 9/6/2016 9/21/2016 $20 $400 16wel-00175 7056 Langland 9/7/2016 9/13/2016 $20 $400 16wel-00176 6937 Langland 8/10/2016 8/12/2016 $25 $400 16wel-00180 4382 Carlyle 7/21/2016 7/29/2016 $30 $400 16wel-00181 3792 Torch Lily 9/23/2016 9/27/2016 $20 $400 16wel-00185 7001 Pettigrew St 7/21/2016 7/27/2016 $30 $400 16wel-00186 3724 Torch Lily 11/1/2016 11/16/2016 $10 $400 16wel-00187 3758 Torch Lily 10/24/2016 11/4/2016 $10 $400 16wel-00188 3758 Torch Lily 11/2/2016 $400 16wel-00189 6503 Cranesbill 9/12/2016 10/1/2016 $15 $400 16wel-00190 3770 Torch Lily 11/10/2016 $400 16wel-00191 3712 Torch Lily 10/25/2016 10/26/2016 $15 $400 16wel-00192 3678 Torch Lilly 10/11/2016 11/1/2016 $10 $400 16wel-00193 3690 Torch Lily 10/17/2016 11/14/2016 $10 $400 16wel-00203 3611 Torch Liily 11/17/2016 1/1/2017 $400 16wel-00204 3623 Torch Lily 11/22/2016 12/1/2016 $5 $400 16wel-00205 6463 Cranesbill 11/17/2016 11/29/2016 $10 $400 16wel-00211 4532 Granger 9/12/2016 $400 16wel-00212 4522 Granger 1/30/2017 $400 16wel-00214 6937 Pettigrew 9/14/2016 9/22/2016 $20 $400 16wel-00215 6958 Sumner 11/28/2016 12/1/2016 $5 $400 16wel-00216 3125 Alybar Dr 6A 10/11/2016 11/1/2016 $10 $400 16wel-00217 3125 Alybar Dr 6B 10/11/2016 11/21/2016 $10 $400 16wel-00218 3125 Alybar Dr 6C 10/11/2016 11/1/2016 $10 $400 16wel-00219 3215 Alybar Dr 6D 10/11/2016 11/1/2016 $10 $400 16wel-00220 3417 Alybar Dr 7A 10/20/2016 $400 16wel-00221 3417 Alybar Dr 7B 10/20/2016 $400 16wel-00222 3417 Alybar Dr 7C 10/24/2016 $400 16wel-00223 3147 Alybar Dr 7D 10/24/2016 11/1/2016 $10 $400 16wel-00224 3145 Alybar Dr 16A 10/11/2016 11/16/2016 $10 $400 16wel-00225 3145 Alybar Dr 16B 10/11/2016 $400 16wel-00226 3145 Alybar Dr 16C 10/11/2016 $400 16wel-00227 3145 Alybar Dr 16D 10/11/2016 $400 16wel-00228 3123 Alybar Dr 17A 10/14/2016 11/17/2016 $10 $400 16wel-00229 3123 Alybar Dr 17B 10/14/2016 11/10/2016 $10 $400 16wel-00230 3123 Alybar 17C 10/14/2016 $400 16wel-00231 3123 Alybar 17D 10/12/2016 11/1/2016 $10 $400 16wel-00232 7057 Sumner 8/15/2016 8/17/2016 $25 $400 16wel-00243 6948 Pettigrew 8/18/2016 8/25/2016 $25 $400 16wel-00244 3751 Garfield 10/11/2016 10/14/2016 $15 $400 16wel-00245 6950 Langland 9/19/2016 9/27/2016 $20 $400 16wel-00246 7079 Langland 8/29/2016 9/6/2016 $20 $400 16wel-00247 6986 Pettigew 9/29/2016 10/12/2016 $15 $400 16wel-00249 6925 Langland 9/20/2016 9/21/2016 $20 $400 16wel-00254 6925 Sumner $400 16wel-00255 6912 Meade 8/22/2016 11/14/2016 $10 $400 16wel-00263 6974 Langland 9/27/2016 10/1/2016 $15 $400 16wel-00264 7013 Sumner 11/1/2016 11/4/2016 $10 $400 16wel-00265 4370 Carlyle 10/27/2016 11/1/2016 $10 $400 16wel-00267 6912 Langland 9/26/2016 9/28/2016 $20 $400 16wel-00271 4432 Granger 1/30/2017 $400 16wel-00272 4442 Granger 1/30/2017 $400 16wel-00277 3802 Peach Street 8/31/2016 9/8/2016 $20 $400 16wel-00283 6986 Langland 1/3/2017 1/6/2017 $400 16wel-00284 7000 Meade $400 16wel-00285 7001 Meade 12/27/2016 1/1/2017 $400 16wel-00286 7079 Sumner 10/10/2016 11/1/2016 $10 $400 16wel-00292 3858 Peach 9/13/2016 9/28/2016 $20 $400 16wel-00293 3803 Peach 9/7/2016 11/1/2016 $10 $400 16wel-00294 6900 Pettigrew 12/16/2016 12/21/2016 $5 $400 16wel-00295 6912 Pettigrew 8/11/2016 8/17/2016 $25 $400 16wel-00296 4464 Granger 12/14/2016 12/19/2016 $5 $400 16wel-00297 4464 Granger 12/15/2016 $400 16wel-00298 7057 Langland $400 16wel-00299 7035 Langland 10/21/2016 10/25/2016 $15 $400 16wel-00300 6970 Sumner 10/19/2016 10/20/2016 $15 $400 16wel-00301 6924 Langland 12/2/2016 12/5/2016 $5 $400 16wel-00302 7072 Sumner $400 16wel-00303 3635 Torch Lily 11/17/2016 1/4/2017 $400 16wel-00304 3657 Torch Lily 11/22/2016 12/1/2016 $5 $400 16wel-00305 3679 Torch Lily 11/29/2016 1/1/2017 $400 16wel-00306 3691 Torch Lily 11/28/2016 $400 16wel-00318 3815 Peach 10/7/2016 10/17/2016 $15 $400 16wel-00320 3725 Torch Lily 12/5/2016 12/20/2016 $5 $400 16wel-00321 3713 Torch Lily 11/29/2016 12/14/2016 $5 $400 16wel-00322 3747 Torch Lily 12/5/2016 12/20/2016 $5 $400 16wel-00323 3771 Torch Lily 12/12/2016 12/22/2016 $5 $400 16wel-00324 3759 Torch Lily 12/13/2016 12/22/2016 $5 $400 16wel-00327 3793 Torch Lily 12/15/2016 12/28/2016 $5 $400 16wel-00341 3926 Peach St 10/28/2016 11/14/2016 $10 $400 16wel-00342 3837 Peach St 11/8/2016 12/1/2016 $5 $400 16wel-00343 3960 Peach St 10/21/2016 11/1/2016 $10 $400 16wel-00348 6975 Langland St 11/1/2016 11/9/2016 $10 $400 16wel-00349 6913 Langland St 9/29/2016 10/11/2016 $15 $400 16wel-00352 4478 Ketchum Dr 12/15/2016 1/1/2017 $400 16wel-00360 6913 Sumner 10/27/2016 11/3/2016 $10 $400 16wel-00367 3983 Peach $400 16wel-00368 3962 Ginkgo 1/25/2017 $400 16wel-00369 3984 Ginkgo 12/1/2016 12/9/2016 $5 $400 16wel-00373 7080 Meade 1/21/2016 11/23/2016 $10 $400 16wel-00374 4426 Carlyle $400 16wel-00375 6949 Langland $400 16wel-00376 6934 Sumner 12/13/2016 12/16/2016 $5 $400 16wel-00377 6937 Sumner 12/13/2016 12/15/2016 $5 $400 16wel-00380 6963 Langland 11/2/2016 11/14/2016 $10 $400 16wel-00392 7570 McClellan $400 16wel-00393 6963 Sumner 11/17/2016 11/21/2016 $10 $400 16wel-00394 7081 Pettigrew $400 16wel-00402 3948 Peach 11/29/2016 12/8/2016 $5 $400 16wel-00404 3904 Peach 11/30/2016 12/8/2016 $5 $400 16wel-00412 6949 Sumner 1/20/2017 $400 16wel-00413 6951 Langland 12/27/2016 1/1/2017 $400 16wel-00414 7084 Sumner $400 16wel-00415 7080 Langland 12/30/2016 1/5/2017 $400 16wel-00416 3170 Farmont 13a 2/1/2017 $400 16wel-00417 3170 Farmont 13b $400 16wel-00418 3170 Farmont 13c $400 16wel-00419 3170 Farmont 13d $400 16wel-00420 3168 Faimont 14a 12/28/2016 $400 16WEL-00421 3168 Fairmont Drive 14B 12/28/2016 $400 16WEL-00422 3168 Fairmont Drive 14C $400 16WEL-00423 3168 Fairmont Drive 14D $400 16WEL-00424 3161 Fairmont Drive 15A 12/7/2016 $400 16WEL-00425 3161 Fairmont Drive 15B 12/7/2016 $400 16WEL-00426 3161 Fairmont Drive 15C 12/9/2016 $400 16WEL-00427 3161 Fairmont Drive 15D 12/27/2016 $400 16WEL-00428 6951 Sumner Street 2/6/2017 $400 16WEL-00429 6962 Langland Street 1/20/2017 $400 16WEL-00430 3793 Daylily $400 16WEL-00432 6936 Langland Street 11/7/2016 11/15/2016 $10 $400 16WEL-00434 7450 McClellan Road 12/15/2016 12/22/2016 $5 $400 16WEL-00436 3770 Cornflower 12/27/2016 1/1/2017 $400 16WEL-00437 3758 Cornflower 1/3/2017 $400 16WEL-00438 3747 Daylily 2/2/2017 $400 16WEL-00439 6987 Sumner Street 1/20/2017 $400 16WEL-00445 3699 Mount Flora $400 16WEL-00461 3859 Peach Street 12/12/2016 12/16/2016 $5 $400 16WEL-00462 3870 Peach Street 12/22/2016 1/1/2017 $400 16WEL-00496 3159 Fairmont Drive 8A 1/23/2017 $400 16WEL-00497 3159 Fairmont Drive 8B $400 16WEL-00498 3159 Fairmont Drive 8C $400 16WEL-00499 3169 Fairmont Drive 9A $400 16WEL-00500 3169 Fairmont Drive 9B $400 16WEL-00501 3169 Fairmont Drive 9C $400 16WEL-00502 3169 Fairmont Drive 9D $400 16WEL-00512 6975 Sumner $400 16WEL-00513 6900 Meade $400 16WEL-00515 3982 Peach Street 1/12/2017 $400 16WEL-00516 3961 Peach Street 1/18/2017 $400 16WEL-00517 3949 Peach Street 1/24/2017 $400 16WEL-00520 4492 Ketchum Drive $400 16WEL-00521 3171 Fairmont Dr 10A $400 16WEL-00522 3171 Fairmont Drive 10B $400 16WEL-00523 3171 Fairmont Dr 10C $400 16WEL-00524 3171 Fairmont Dr 10D $400 16WEL-00525 3194 Fairmont Drive 11A $400 16WEL-00526 3194 Fairmont Drive 11B $400 16WEL-00527 3194 Fairmont Drive 11C $400 16WEL-00528 3194 Fairmont Drive 11D 2/6/2017 $400 16WEL-00529 3182 Fairmont Drive 12A $400 16WEL-00530 3182 Fairmont Drive 12B $400 16WEL-00531 3182 Fairmont Drive 12C $400 16WEL-00532 3182 Fairmont Drive 12D $400 16WEL-00534 4458 Carlyle Lane $400 16WEL-00535 4482 Carlyle Lane $400 16WEL-00536 4460 Carlyle Lane $400 16WEL-00537 7013 Langland Street $400 16WEL-00543 4438 Carlyle Lane $400 16WEL-00544 6963 Pettigrew 1/18/2017 $400 16WEL-00546 3871 Peach 1/31/2017 $400 16WEL-00557 7590 Little Fox Lane Bld. 100 $400 16WEL-00582 3927 Peach $400 16WEL-00585 6987 Pettigrew $400 16WEL-00595 6987 Langland Street $400 16WEL-00600 7000 Langland 2/1/2017 $400 16WEL-00601 7001 Langland $400 16WEL-00602 7028 Sumner $400 16WEL-00617 6900 Sumner $400 16WEL-00624 4514 Ketchum Drive $400 16WEL-00629 3801 Fig Tree $400 16WEL-00630 3804 Fig Tree $400 16WEL-00637 4478 Granger $400 16WEL-00638 4488 Granger $400 16WEL-00640 7035 Sumner $400 16WEL-00641 3872 Fig Tree $400 16WEL-00655 3984 Fig Tree $400 16WEL-00657 3981 Fig Tree $400 16WEL-00658 6994 Sumner $400 16WEL-00659 7081 Sumner $400 16WEL-00700 3962 Fig Tree $400 16WEL-00701 3838 Fig Tree $400 16WEL-00705 4500 Granger $400 16WEL-00706 4490 Granger $400 16wel-00557 7590 Little Fox Lane Bld 100 $2,400 16wel-00559 7590 Little Fox Lane bld 200 $2,400 16wel-00560 7591 Little Fox Lane bld 100 $2,400 16wel-00561 7591 Little Fox land bld 200 $3,200 16wel-00562 7591 Little Fox Lane bld 300 $2,400 16wel-00563 7591 Little Fox Lane bld 400 $3,200 16wel-00564 7591 Little Fox Lane bld 500 $3,200 16wel-00565 7591 Little Fox Lane bld 600 $3,200 16wel-00566 7591 Little Fox Lane bld 700 $3,200 16wel-00567 7591 Little Fox lane bld 800 $2,400
Count = 298 343 Amount = $9,175 $137,200
2016 Commercial Service and and System Development Fees Owed to Authority Annual Service Pro‐rated Service Permit # Address Amount Paid Authority Portion Impervious surface (sq. ft.) CO Date Fee Fee 16WEL‐00113 7200 Fifth St $393.12 $262.08 1,310.40 9/12/2016 $39.30 $9.83 16WEL‐00262 8926 W First St $8,434.20 $5,622.80 28,114.00 16WEL‐00169 4000 Washington Ave $108.00 $72.00 360.00 16WEL‐00170 4020 Washington Ave $12,513.00 $8,342.00 41,710.00 16WEL‐00171 4020 Washington Ave $12,513.00 $8,342.00 41,710.00 16WEL‐00278 6598 Buttercup Dr $16,656.30 $11,104.20 55,521.00 16WEL‐00363 8780 Bonfire Building D $972.00 $648.00 3,240.00 16WEL‐00364 8780 Bonfire Building E $972.00 $648.00 3,240.00 16WEL‐00365 8780 Bonfire Building F $1,296.00 $864.00 4,320.00 16WEL‐00384 8780 Bonfire $6,925.50 $4,617.00 23,085.00 16WEL‐00553 8780 Bonfire Bld. L $1,296.00 $864.00 4,320.00 16WEL‐00552 8780 Bonfire Bld. K $2,187.00 $1,458.00 7,290.00 16WEL‐00611 8780 Bonfire Building N $1,574.10 $1,049.40 5,247.00 16WEL‐00610 8780 Bonfire Building O $1,267.65 $845.10 4,225.50 16WEL‐00608 8925 Pieper Road Bld C $3,712.50 $2,475.00 12,375.00 16WEL‐00607 8925 Pieper Road Bld B $3,604.50 $2,403.00 12,015.00 16WEL‐00587 8780 Bonfire Bld K Bld $2,500.47 $1,666.98 8,334.90 16WEL‐00586 8780 Bonfire Bld. L $847.80 $565.20 2,826.00 16WEL‐00645 8780 Bonfire Bld B Foundation $1,944.00 $1,296.00 6,480.00 16WEL‐00647 8780 Bonfire Bld C Fnd $1,944.00 $1,296.00 6,480.00 16WEL‐00625 9001 Pieper Road $5,162.40 $3,441.60 17,208.00 16WEL‐00652 9054 W. First Streeet $15,359.13 $10,239.42 51,197.10 $68,121.78 340,608.90
Wellington Community Park $16,952.80 84,764 5/12/2016 $2,542.00 $1,483.37 TOWN OF WELLINGTON COMMERCIAL PROPERTIES - IMPERVIOUS AREAS
Original Calculations by Stantec 2-2009 IMPERVIOUS SURFACE COMPACTED WEIGHTED PROPERTY OWNER PROPERTY ADDRESS ROOF CONCRETE ASPHALT GRAVEL IMPERVIOUS (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) YOUNG, NANETTE JEANINE 3736 CLEVELAND AVE. 0 GEIER, GREGORY 6TH ST. 0 GEIER, GREGORY 6TH ST. 0 GARCIA, ESTHER B./ JUHL, CHRISTIE A. 3705 CLEVELAND AVE. 0 WELLINGTON SPACES, LLC 3707 CLEVELAND AVE. 0 BRAD HANSEN 3713 CLEVELAND AVE. 1,312 76 1,249 VESTIGE PRESS - WILLIAM SCHNEIDER 3740 CLEVELAND AVE. 1,538 1,385 GKH HOLDINGS 3745 CLEVELAND AVE. 1,340 397 5 1,565 GKH HOLDINGS (TOWN HALL ANNEX) 8129 3RD ST. 1,240 380 558 1,681 SUE MAYHUGH 3734 CLEVELAND AVE. 1,483 513 1,796 WELLINGTON PROPERTIES, LLC 3706 CLEVELAND AVE. 1,498 525 1,820 KENNETH WOLF 3743 CLEVELAND AVE. 1,731 883 1,911 ULRICH, HUB P 3738 CLEVELAND AVE. 2,161 1,945 NORTH POUDRE IRRIGATION CO. 3729 CLEVELAND AVE. 1,842 746 1,957 LOU KINZLI 3818 CLEVELAND AVE. 2,017 411 2,185 CAMACHO, MARIO/CELIA OLIVAS 3748 CLEVELAND AVE. 2,693 2,424 HESS, KEITH/SHERRY - SQUIRES, EDWARD/NORMA 3731 CLEVELAND AVE. 1,632 981 2,450 PROPER TIME - PETER PRONKO 3744 CLEVELAND AVE. 2,859 2,573 ROLF PROPERTIES LLC 3804 CLEVELAND AVE. 2,023 1,023 2,742 HAMMAN PROPERTIES LLC 8025 1ST ST. A, 2,710 246 94 2,754 KENNETH PADILLA (DYNAMIC IMAGE SIGN SHOP) 3530 GARFIELD AVE. 1,709 3,198 2,817 SEAWORTH AG ENTERPRISES, INC 8025 1ST ST. B, 1,561 293 1,195 2,864 ZION LUTHRAN CHURCH 8322 2ND ST 3,198 335 3,180 JOHN AND COLLEEN BABITZ 3810 CLEVELAND AVE., 1,058 126 7,114 3,911 WELLINGTON GARDENS, LLC 3728 CLEVELAND AVE. 1,628 734 2,118 4,244 HWH ENTERPRISE, LLC (TACO JOHNS) 7910 6TH ST. 0 4,561 4,561 SHAWN & MARQUERITE STEELEY (SADDLE) 3532 CLEVELAND AVE. 3,560 110 3,149 4,563 TUCCI AND TUCCI, LLC 8025 1ST ST. C, 1,561 444 2,786 4,591 QWEST 3702 MCKINLEY, 2,327 1,430 2,823 4,654 JAMES CHIN 8317 1ST ST., 6,098 5,489 SYSUM, GLEN E. (Wellington Auto Repair) 3703 CLEVELAND AVE. 2,456 915 6,212 5,519 JSR ENTERPRISES, LLC (Wellington Grill) 3724 CLEVELAND AVE. 4,158 2,480 5,974 SCHRADER PROPERTIES, LLC 3700 CLEVELAND AVE. 3,093 4,312 6,665 SMELKER, LELA D. 3739 CLEVELAND AVE. 5,152 2,253 6,890 RCC PROPERTIES (OLD HOTEL) 3725 CLEVELAND AVE. 2,566 4,840 7,149 RANDALL LENTZ 3520 HARRISON AVE. 3,004 451 10,484 7,303 NORTH POUDRE IRRIGATION 3850 WASHINGTON AVE. 8,696 731 8,484 PADILLA, KENNETH A./ANTHONY R. 9,806 8,825 TOWN OF WELLINGTON (TOWN HALL) 3735 CLEVELAND AVE 2,169 284 7,249 9,457 DROHMAN, ILLA LEE 3922 CLEVELAND AVE 1,881 9,356 10,113 UNITED STATES POSTAL SERVICE (LOTS 1-7) 3829 CLEVELAND AVE. 2,773 479 7,533 10,460 PRINGLE ENTERPRISES LLC (dental office) 7901 6TH ST. 4,411 7,685 10,886 RIVER OF LIFE FELLOWSHIP 3712 CLEVELAND AVE. 4,374 7,781 10,939 BARKER, MARILYN R. (Day Care) 4103 HAYES AVE. 4,312 2,027 5,764 11,470 PRIMA LAND AND INVESTMENT, INC. 4006 CLEVELAND AVE. 4,343 905 7,292 12,015 TOWN OF WELLINGTON ( OLD HIGHWAY SHOP) 4006 HAYES AVE. 3,514 438 21,444 12,134 JOSHUA GRIFFIN MINISTRIES 3906 CLEVELAND AVE. 6,475 19 6,565 12,410 JTEEEE LLC (DENTAL OFFICE/PHARMACY) 7955 6TH ST. 4,435 10,000 12,991 CEDAR REAL ESTATE, LLC 4012 CLEVELAND AVE. 4,291 220 9,139 13,199 WINICK, ALLAN E. / JUDITH A. 3881 G W BUSH AVE. 6,474 919 2,626 11,692 13,956 FIRST STREET, LLC 8141 1ST ST. 10,384 1,877 9,772 14,944 THOMPSON, KENNETH R. & BRENDA M. / THOMPSON, SHIRLEY L. V. 3803 CLEVELAND AVE. 11,814 972 9,429 15,280 EKLUND OPTOMETRIC HOLDINGS, LLC 8251 WELLINGTON BLVD. 3,310 13,678 15,290 PEAKS AND PLANS DISTRICT UMC 8251 WELLINGTON BLVD. 3,310 13,678 15,290 TJR MARKETING, INC. (GROUSE MALTING & BREWERY) 8121 1ST ST. 8,596 2,674 16,934 16,916 TOWN OF WELLINGTON ( Downtown Park) 2,639 12,238 4,603 17,993 FIRST NATIONAL BANK 4100 HARRISON AVE. 3,791 2,172 15,993 21,360 WELLINGTON FIRE PROTECTION DISTRICT (LOTS 17-22) 3RD ST. 11,768 12,427 21,775 WELLINGTON MEDICAL CENTER, LLC 7859 6TH ST. 8,429 16,180 22,149 DILLON REAL ESTATE CO. (MINI MART 846) 8211 6TH ST. 7,579 1,750 15,230 512 23,831 JAGUAR REAL ESTATE, LLC (Subway, Cantina Liquors) 8310 6TH ST. 8,941 5,039 11,710 24,292 A & A SELF STORAGE, LLC 3502 CLEVELAND AVE. 0 0 0 61,726 24,690 TOWN OF WELLIGTON (BATTING CAGES) 144 8,420 17,603 25,311 MASKE ENTERPRISES LLC 8013 1ST ST. 13,365 709 12,932 25,600 SEAWORTH AG ENTERPRISES, INC. (Health Club) 8017 1ST ST. E, C, G, A 11,761 179 15,760 26,506 WELLINGTON PROPERTIES, LLC 7839 6TH ST. 7,085 2,750 18,135 26,986 TOWN OF WELLINGTON(Public Works Shop) 4021 GRANT AVE. 6,991 17,765 7,460 27,041 TOWN OF WELLINGTON (Leeper Center & Park) 11,113 6,649 11,713 27,699 A & A SELF STORAGE, LLC 8201 1ST. ST, 14,118 1,164 18,259 32,013 DICK & LAURA JOHNSTON 8201 WELLINGTON BLVD. 4,798 31,300 32,489 WSZ, LLC 6TH ST. 3,264 29,776 32,714 FIRST NATIONAL BANK (POINTS WEST) 8000 6TH ST. 4,561 5,728 24,029 33,289 WELLINGTON FEDERATED CHURCH 8445 3RD STREET 13,152 3,000 19,338 9,976 37,865 WELLINGTON TOY STORAGE, LLC 4000 WASHINGTON AVE. 0 0 0 153,120 61,248 ASHWORTH AT 60TH, LLC (Kum & Go) 8150 6TH ST. 14,679 16,690 35,446 63,678 LUKAS FAMILY LIMITED PARTNERSHIP (Shell, Burger King) 8214 6TH STREET 9,318 12,377 44,515 64,040 A & A SELF STORAGE, LLC 8202 1ST ST. 27,616 10,009 31,635 65,498 ROYAL SCYTHIAN, LLC 4101 JEFFERSON AVE. 26,411 6,679 44,424 74,206 WELLINGTON HOSPITALITY GROUP, LLC (LOTS 7 & 8) 7860 6TH ST. 23,181 10,826 55,424 86,030 SRF ASSOCIATES, LLLP (FRONT RANGE STEEL) 3620 JEFFERSON AVENUE 45,006 1,667 110,867 86,353 VM WELLINGTON LLC ( BELLAS MARKET) 7670 5TH ST. 36,482 72,476 105,310 UTES REAL ESTATE ( LOTS SOUTH OF BELLAS) 5TH ST. 116,826 116,826 POUDRE R-1 SCHOOL DISTRICT (JH) 4000 GRANT 61,427 41,368 26,197 2,784 119,826 POUDRE R-1 SCHOOL DISTRICT 4000 WILSON AVE. 66,231 21,802 83,370 162,600 POUDRE SCHOOL DISTRICT(Rice Elem) 7000 3RD ST. 49,516 66,480 61,551 165,948
Additional Properties added through 2015
Scott Albert 8133 2nd Street 2,500 300 2,800 3,640 Miramont Clinic 7920 Sixth Street 5,105 2,894 29,099 36,298 McDonalds 8120 Sixth Street 3,450 8,853 24,519 35,592 PI-BAK LLC (Chicken Processing Plant) 9102 Pieper Road 4,200 570 6,070 3,460 11,747 Pieper Enterprises 8980 West First 6,000 4,480 9,880 DMV Ventures (Dollar Store) 8099 Sixth Street 8,050 6,498 11,865 24,958 Benesere Holdins LLC (Cameron) 8750 Sixth Street 60,300 100,100 234,750 238,260 Pieper Enterprises 8980 West First 6,200 53,827 27,111 Rick Novak 3711 Roosevelt 11,172 30,791 22,371 Wellington Toy Storage LLC 4000 Washington 18,000 106,800 58,920 Heilbrun Investment (NAPA) 8400 Sixth Street 9,870 2,463 13,645 24,745
Additional Properties added in 2016 Wellington Community Park 6-1-16 1,733 61,402 23,812 10,326 84,764
Tabby Road Addition 1,456 Original Tabby Road 2,840 75 4,195 3,575 Total Tabby Road 7200 Fifth Street 4,296 75 4,195 3,575 9,559 Capital Storage 8780 Bonfire 119,600 31,801 136,261 Toy Storage 4020 Washington 72,000 30,350 -52,600 74,110 Capital Storage 8780 Bonfire 46,390 14,585 54,878 Jim Pieper 8925 Pieper Road 24,560 30,400 52,504 Matt Mullett 6598 Buttercup 15,000 42,021 55,521 9001 Pieper Road 5,625 1,045 5,985 13,050 17,208 9054 Pieper Road 9,600 415 3,870 95,784 51,197
Properties which were reviewed in 2016 and discovered to have added additonal impervous (mostly asphalt & compacted gravel) NPIC 3700 E. CR 39,000 9,800 196,020 123,308 Advance Tank 3850 E CR 64 16,800 361,860 159,864 3J Incorporated 8900 W First 13,068 871 97,139 51,488 Curtis Bridges 9000 W First 5,663 2,178 54,014 28,880 James Mordini 8958 W First 6,534 51,401 26,441 Mary Flowers 8924 Pieper Road 5,500 14,375 19,325
Total 3,439,861
TOWN OF WELLINGTON CHECKS GREATER THAN $1000 Check Issue Dates: 3/10/2017 - 3/25/2017
1 ABLAO LAW LLC $1,050.00 * 3 MONTHS JUDGE SERVICES 2 BLACK HILLS ENERGY $2,235.99 * NATURAL GAS 3 FIRST NATIONAL BANK $22,454.99 * PARK LOAN 4 DANA KEPNER $1,040.66 * MULTIPLE INVOICES 5 RAMEY ENVIRONMENTAL COMPLIANCE INC $2,034.25 * ORC MONTHLY SERVICES 6 XCEL ENERGY $12,002.79 * STREET LIGHT ELECTRICITY 7 BOMGAARS SUPPLY INC. $1,069.49 * MULTIPLE INVOICES 8 CIGNA HEALTHCARE $18,891.62 * EMPLOYEE HEALTH INSURANCE 9 DELTA DENTAL OF COLORADO $1,778.99 * EMPLOYEE DENTAL INSURANCE Memo
To: Larry Lorentzen From: Don Silar, Mark Oberschmidt, Terry McEnany, Victor Sam Town of Wellington Stantec - Fort Collins File: 187310055 Date: March 23, 2017
Reference: Progress Report for On-going Wellington Projects
Over the last 2 weeks (since March 10, 2017), Stantec has performed the following work:
• Wastewater Treatment Plant – Post Construction: Hydro Construction is planning to install the air relief valve on the air header for the digesters on the week of March 20th. They are still awaiting cost estimates from Eckstine and Timberline regarding the temperature sensors inside the blowers. UE Compression the service company for the blower manufacturer should be at the plant to start the replacement of the damaged blower unit on the end.
• Bonfire Subdivision: Stantec is still working with the Developer and Century link to get the last grading completed south of Ember Drive. Stantec noted a sanitary sewer manhole with the lid missing on Glow Drive on 3/3/17. We notified the developer and they had the lid replaced within a couple of days.
• Garfield Avenue Storm Sewer: Stantec participated two progress meetings on 3/15 & 3/22 for the project. Stantec met with the Town, JVA and Mountain Constructors to discuss the replacement of the 3-foot pan on Garfield at the intersection of 4th Street with a 4-foot pan. The initial idea was to remove the pan as the flow would overtop Garfield and continue south down Garfield but after further discussions with design engineer and review of the topographic data, it was decided to replace the pan with a 6-ft pan rather than remove it. After our meeting on 3/22/17, JVA revised the design of the curb and gutter on the north side of Garfield between 3rd and 4th Streets to create a mid-block high point to improve the flow in the gutter. This plan was sent on to the surveyor and contractor for staking and installation.
• Sage Meadows – Stantec inspected the installation of the irrigation pipeline from 3/13 through 3/23/2017 on a daily basis. The southern portion of the pipes were tested by Dales Environmental Services on 3/20/17 and passed satisfactorily. It is anticipated that the irrigation pipes will be completed the week of 3/20/17.
• 4th and Cleveland Storm Sewer –Stantec submitted an updated plan set and drainage report via email to CDOT On Wednesday 03/15/17. Stantec received an email from CDOT on 03/20/17 and discussed this email with CDOT the week of 03/20/17. CDOT initial review raised questions about the size of the pipe downstream of the crossing and materials used. They did commit to the $100,000 for the project; assuming they agree with the proposed design. CDOT also asked about a Larimer County Floodplain permit but since the Town acts as floodplain administrator for any floodplains within Town limits this will not be needed. Stantec will be scheduling a phone call with CDOT to discuss their concerns about the timing of the downstream improvements south of Cleveland.
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Reference: Progress Report for On-going Wellington Projects
• Boxelder Commons – Stantec called and emailed the developer on 3/20/17 to get the flo fill patch smoothed over at the intersection of 3rd and Jefferson as it had become a little rough for drivers in the two weeks plus since it had been completed on March 4, 2017. The developer did some maintenance on the intersection and added some cones to help drivers know to slow down. The developer agreed to keep an eye on the intersection and add material to keep the drive across the temporary patch as smooth as possible.
• Boxelder Commons Filing 3 – Stantec discussed comments with Northern Engineering in a phone call on 03/20/2017 regarding providing some additional safety measures in the form of signs, speed bumps and/ or striping on 3rd street where there is a wide area of concrete adjacent to the west side of 3rd Street that could potentially be used as drop off for kids at the pool. Stantec received civil and landscape plans on 3/21/17 and sent comments back to the engineer and landscape architect on the same day. Stantec then received revised civil plans on 3/22/17 that had made the requested revisions. We informed the engineer and the landscape architect via emails that they should coordinate the installation of trees around the sewer and water services to maintain the minimum separation.
• Wellington Business Park – Stantec visited the site the week of 3/20/17 to verify that if waterline trenches had been backfilled. As of 3/22/17 the trenches have not been backfilled.
• Wellington Downs – Stantec visited the site on Friday March 17, 2017 to inspect the pavement patch that Martin Marietta completed at the intersection of Jefferson and Little Fox Lane. The patch looked adequate.
• Water Treatment Plant (WTP) Expansion – Stantec participated in the interviews for the WTP Expansion and presented the team to the Town Interview Team. Four firms presented, Stantec/MWH, JVA, JUB, and Farnsworth. A recommendation will be made to the Board by the Selection Committee at the upcoming Board meeting.
• Alternative Water Source Investigation – Tim Singewald, Watt Knutson, Larry Lorentzen, Brad March and Don Silar met with Jeff Kahn (Jeffery J. Kahn, Lyons Gaddis Attorneys and Counselors, 515 Kimbark Street, 2nd Floor, P.O. Box 978, Longmont, CO 80502-0978, [email protected] , 303- 776-9900 office, 303-588-2004 mobile) on Monday March 20th. Discussion centered around the Wright Water Engineers (WWE) draft report and other possible sources. Brad and Jeff will work together to outline alternatives and a recommended approach to selection of a shortlist of viable alternatives to pursue. A draft approach will be completed by Brad by Friday March 31st and a meeting with all of the above individuals will be held on Wednesday April 5th to finalize the recommendations.
Three water quality samples from one of the possible sources were reviewed and it was determined that Ion Exchange and disinfection would be possible means of treatment to bring the water to potable water standards. If this source is determined to be a viable source, further sampling should be performed before a treatment process is selected.
ELCO contacted us and asked about the status of the Town’s selection process. A bridge replacement by the County on Road 9 prompted their inquiry. Presently they have a 4” pipe
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Reference: Progress Report for On-going Wellington Projects
crossing by a bridge south of Road 58 and want to upsize the line if there is a possibility of a connection to the Town’s water distribution system. They were planning to place a 6” or 8” line in this location regardless of the Town’s selection of ELCO as a source. After discussion, it was decided by ELCO to install a 12” line so the Town could connect should you decide in the future to do so.
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