Jeff Hansen

Senior Project Manager at Lockwood, Andrews and Newnam / Engineer

Also known as Jeff, Hansen

54

Emails

Nov 2014–Dec 2015

Archive range

54 emails found.

Flint Task Force Letter

Attached. I'll be bringing it to Virginia in a moment Sincerely, Rachel Hansen Administrative Assistant to the Governor Office of Governor Rick Snyder 517-373-2340 xxxEND_PAGE:deq26_b120_1183_1185_1 Srare os Mrcmgan RIGO SEER EXECUTIVE OFFICE BRIN. GALLEY SORERNOT LANSING December 15, 2016 Dear Filnt Walar Acigisory Task Force Merrnibers: Thank you for your correspondence on Des. 7, and, mest impertantiy, for your hard work to promete public health and protect our residents as we move fonwart. Your effers are both respactad and appreciated. As acknowledged in: your ietter, we have taken many steps to Sddress the challenges in Flint ae they rélate fe reducing lead exposure. tari pleased t eee the pragress since OGstober, and resognige there is more work that must be done to ensure that thie progress continues. At the state level, there hae been a confluence of efforts batwaen Departments of - Environmental Qualiiy and the Departnent of Health and Human Services to coordingte with the Genease County Health Oepartrent, local schools, and our pariners.in the nora community. These pariners are making progress, and we know we ius always Sitive fo imprave practices: and earmmmunisatian for confinual improvement. ¥ou Make ¢ solid rocommendation fo esfabligh a persan who ie independent of any One of {he invelyed Sits agencias fo serve a6 the point parson fo cooniinals the angeing work, ] ari recommending thet Harvey Hollins, director af the Office of Urban inigatives, earry out this éfforl. Harvey is well-versed in the Saues and the challenges faced by aur CSS and Wil be eifective in itis role. Senior members of our @xaculive tear will gartinue (6 sngage with your task fares and pravide direction and suppert to Harvey 1 afsure you will have continued suppor! and cooperation. We also have retained Chris DeWitt, @ velsran communications specialist, to strengiiien cammiunily aulreack offorts to make sure nsklents have access fo the Information they need, i gise support your suggestion of a dashboard to make infornation about our work ant progress rior accessible to ihe Flint community. These are oritics!] measures that can be used as we look the challenges and pragress if Filnt, bul diss can be a part of effaris Moving forwartt in other aréas dfour state, H's portant that people have conficience thet we wre working ty addraws any problems and wil take the necessary actions to improve interaction among city, diate and federal agencies. We also wil continue to work with the medical community to consider haw we can work together on wrasaround needs of children who might experience health problems. QRONGE WW ROMNEY RUGING © 11) SGUTN CANITOL AVENUE « LANSING, MIGHRIAN EES Wanuninhigar. gay MY, SSGVERNGR xxxEND_PAGE:deq26_b120_1183_1185_2 December 15, 2015 Page 2 Peaple in Flint and across our state deserve safe, clean water. | want them to be confident that the water corning out of their tap is safe for their families. And | want them to trust thai their government — at all levels — is working effectively to protect them. | thank you again for investing your time and expertise in this vitally important effort. Rick Snyder Governor xxxEND_PAGE:deq26_b120_1183_1185_3

Flint Nail Test

After 1 week... Jeffrey R. Hansen, PE | | xxxEND_PAGE:deq04_b574_5013_5313_230 Project Manager <image001 .gif> 1311 South Linden Road, Suite B+ Flint, MI 48532 T 810.820.2682 € 810.333.3201 www.lan-inc.com » [email protected] CONFIDENTIALITY AND PRIVILEGE NOTICE: This email communication, including any and ail attachments, (collectively, this ‘Communication’, is intended solely for the person(s) to whom it is addressed. This Communication may contain information that is privileged, confidential and/or proprietary. Any unauthorized use, disclosure or copying of this Communication is strictly prohibited. If you have received this Communication in error, please contact the sender immediately and destroy any and all copies of this Communication. xxxEND_PAGE:deq04_b574_5013_5313_231 Rennaker, Joanne (DEQ)

FW: KWA along Norway Lake Road

Chris, We previously have advised all parties that modifications to wetland and stream permits should be anticipated should widening of Norway Lake Road be incorporated into the project scope. At this point, we have not been asked to prepare 2 xxxEND_PAGE:deq16_b3_0014_0687_087 any permit modification requests or additional permit applications. See update from Larry Osborne in email string below and copy of the letter sent to MDNR. Ron 989-928-8021

RE: KWA along Norway Lake Road

Ron, At this time nothing has changed as far as the road width or what was permitted. However, the Lapeer County Road Commission is requiring additional road widening and shoulders or they will issue a stop work order to the Contractor once he gets to M-24. We are exploring this requirement via the DNR since they have fee simple interest to the land over which the ROW easement runs, so essentially they own the land. Here is the letter | sent to Jennifer Olson today. Any questions, give me a call. Larry A. Osborn, PE, Professional Engineer 555 S. Saginaw Street, Suite 201, Flint, Michigan 48502 810.235.2555 direct | © ell | 810.235.4975 fax

KWA along Norway Lake Road

Ron, xxxEND_PAGE:deq16_b3_0014_0687_088 Has the scope of work, specifically the width of the road fill, along Norway Lake Road through the State Game Area been established? If so, will there be a change from what was originally permitted? Thanks. Chris Christopher Clampitt Lansing District Water Resources Division Michigan Department of Environmental Quality 525 W. Allegan Street P.O. Box 30242 Lansing, MI 48909 Phone: 517-243-6956; FAX: 517-241-3571 Please consider the environment before printing this message. This electronic mail message and any attached files contain information intended for the exclusive use of the individual or entity to whom it is addressed and may contain information that is proprietary, privileged and/or confidential under applicable law. If you are not the intended recipient, please notify the sender by electronic mail or telephone and delete the original message without making any copies; any unauthorized viewing, copying, disclosure or distribution of this information may be subject to legal restriction and penalty. xxxEND_PAGE:deq16_b3_0014_0687_089

RE: Flint OER - Response to May 2015 TTHM Sampling

Jeff, Brent, Michael Attached is DEQ’s summary of TTHM concentrations for the past 4 quarters including the LRAA and OEL calculation. This table is aligned correctly between locations (addresses) and site | codes and needs to be used by city. Michael Pryshy, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817

Flint OER - Response to May 2015 TTHM Sampling

Hi Mike, On behalf of the City of Flint, attached is a PDF version of the latest Operational Evaluation Report required in response to the TTHM violation in May 2015. Hard copies will be sent out today. Jeffrey R. Hansen Senior Project Manager Lockwood, Andraws & Newnam, inc. CONFIDENTIALITY AND PRIVILEGE NOTICE: This email communication, including any and all attachments, (collectively, this “Communication”), is intended solely for the person(s) to whom it is addressed. This Communication may contain information that is privileged, confidential and/or proprietary. Any unauthorized use, disclosure or copying of this Communication is strictly prohibited. If you have received this Communication in error, please contact the sender immediately and destroy any and all copies of this Communication. xxxEND_PAGE:deq16_b5_0892_4900_3987 02310 — City of Flint 3” Quarter 2015 TTHMs August 28, 2015 TTHM Results (mg/L) 11/20/14 | 2/17/15 | 5/18/15 | 8/18/15 | LRAA OEL DBP1 McDonalds 0.059 0.0162 | 0.0514 | 0.0755 | 0.050 | 0.055 3719 Davison DBP2 Liquor Palace 3302 | 0.033 0.0168 | 0.0635 | 0.0532 | 0.042 | 0.047 South Dort Highway DBP3 North Flint Auto 0.041 0.0149 | 0.0452 | 0.0426 | 0.036 | 0.036 6204 North Saginaw St. DBP4 University Market 0.094 0.0245 | 0.0598 | 0.0706 | 0.062 | 0.056 2501 Flushing Road DBP5 Taco Bell 0.034 0.0151 | 0.0547 | 0.0619 | 0.042 | 0.049 3606 Corunna Road DBP6 Rite-Aid Pharmacy 0.054 0.0192 | 0.0605 | 0.0595 | 0.048 | 0.050 5018 Clio Road DBP7 Salem Housing 0.050 0.0285 | 0.0727 | 0.0903 | 0.060 | 0.070 3216 MLK Boulevard DBP8 BP Gas Station 0.036 0.0199 | 0.0461 | 0.0549 | 0.039 | 0.044 822 South Dort Highway xxxEND_PAGE:deq16_b5_0892_4900_3988

RE: Flint THM

Mike, | received the attached info from the City. | wanted to confirm the right numbers are lined up with the right sample sites since we had problems with that before and also because | thought you told me Salem Housing was the highest location at site 7, However, we have Salem housing as site 6. xxxEND_PAGE:deq04_b076_2599_2966_234 Please let me know if the attached table is correct compared to your records. Jeffrey R. Hansen Senior Project Manager Lockwacd, paprsite &Newnam,Inc. Ine. RLEG A DALY COMPANY 1311 South Linden Road, Suite B » Flint, MI 48532 T 810.820.2682 810.333.3201 www.lan-inc.com * [email protected]

Flint THM

To
Unknown recipient
Hi Mike, Have you seen any results from the DEQ lab for Flint TTHM yet? Jeffrey R. Hansen Senior Project Manager <image001.gif> 1311 South Linden Read. Suite B. T 810.820.2682 ¢ wy fan * 3 Flint, MI 48532 CONFIDENTIALITY AND PRIVILEGE NOTICE: This email communication, including any and all attachments, (collectively, this “Communication”), is intended solely for the person(s) to whom it is addressed. This Communication may contain information that is privileged, confidential and/or proprietary. Any unauthorized use, disclosure or copying of this Communication is strictly prohibited. If you have received this Communication in error, please contact the sender immediately and destroy any and all copies of this Communication. xxxEND_PAGE:deq16_b5_0892_4900_3980

RE: Flint WIP GAC Permit Application

Samir, You may drop off revised plans today Friday or Monday. The other documents we can print. If you come today give me a call at the number below. I will be in meetings from 12:00 — 2:00 Tf you come on Monday give call Mike, as he is scheduled to be back. Thanks. Stephen Busch, P.E. Lansing and Jackson District Supervisor Office of Drinking Water and Municipal Assistance MDEQ 517-643-2314

RE: Flint WTP GAC Permit Application

Disinfection Using Sodium Hypochlorite.pdf; Calgon_F400.pdf; Flint WTP Ph-Il Seg-3 GAC_07-07-15-to-MDEQ. pdf; | / i | Steve, in general response to your comments, our agreement with Flint is a design/build type so on the plans we have called out specific make/models to match what Flint currently uses for a number of items on your list rather than developing entire spec sections. Specific responses to your comments are shown below in red. Revised plans and specs are attached and we will send hard copies by mail. Attachments are as follows: 1. Calgon Filtrasorb 400 GAC media data sheet 2. Calgon media change out procedures 3. Calgon disinfection procedures 4, Revised plans — there is only 1 change to a single note on sheet 6 as described below 5. Revised specs — added sections for piping, valves and pipe testing Thanks, Jeffrey R. Hansen Senior Project Manager Lockwood, Andrews & &Newnam,Inc. nc. ALLO SN ALLO A DALY COMPANY COMPANY 1311 South Linden Road, Suite B + Flint, MI 48532 T 810.820.2682 810.333.3201 i www.lan-inc.com * [email protected]

Flint WTP GAC Permit Application

| | | Our office received the permit application “Fint WTP Phase II, Segment 3 Filter Media Replacement” on June 30, 2015. The only specifications provided with the permit application were for the following: ~ 05550 Bolts, Anchor Bolts And Expansion Anchors - 09928 Protective Coating Systems Aside from information shown on the plan sheets and what was listed in the previously submitted basis of design document, no other specifications were provided regarding: i xxxEND_PAGE:deq04_b579_6765_7195_105 - GAC and Sand media, including removal, installation, ripening, and disinfection procedures Plan sheet 5 calls out effective size, uniformity coefficient, and specific gravity for GAC and sand. Also, we have selected Calgon’s product Filtrasorb 400 in our agreement. We did not want to dictate means and methods on the plans or specs. However, Calgon procedures are attached for your reference as well as their Filtrasorb 400 product sheet. - Chlorine piping, joints, valves, installation, support, etc. Chlorine piping and valves are to be ASAHI Chem Prolok which are dual wall HDPE with butt fused joints and also the same type as the existing mid point chlorination piping. We will add a specification for this and have added some wording to the pipe call out near the center of sheet 6. Specific supports are called out on the plans and notes refer to sections 09928 for coating and 05550 for anchor bolts. See Key Note #1 on sheet 6, Key note call outs are designated with a number inside a hexagon in the plan view. - Water tight hatch to be installed The Bilco hatch specified in Key Note #2 on sheet 6 with the options listed is water tight. - Chlorine gas detector equipment The specific make/model of the chlorine detection equipment is called out with Key Note #3 on sheet 6. That type was selected to match other chlorine gas detectors currently used at the plant. : Regarding the Protective Coating Systems specs and their related appendix, these are general in nature listing every part of the plant as potentially being recoated. Plan notes discuss a few items to be coated/recoated, but it is not entirely clear what the full scope of the coating work will consist of. Coating will only be applied to those items where it is called for on the plans, which are the hangers/supports. We request any additional specification information regarding the above be provided for approval. It is also noted that the basis of design is based on a flow of 30 MGD, approximately 2.5 gpm/ft*2 filter loading rate. The existing filters are currently rated for 36 MGD at 3 gpm/ft*2. This would cause the WTP capacity rating to be lowered to 30 MGD. Any future request to expand filter capacity back to 36 MGD would need to be demonstrated through filter performance testing. We showed 30 mgd in the basis of design and on the application form only because it is unlikely Flint demands will reach 36 mgd in the next 20 years. However, we would like to maintain the 36 mgd rating ~ do you need the basis of design and permit application resubmitted for this? Stephen Busch, P.E. Lansing and Jackson District Supervisor Office of Drinking Water and Municipal Assistance MDEQ 517-643-2314 CONFIDENTIALITY AND PRIVILEGE NOTICE: This email communication, including any and all attachments, (collectively, this “Communication’), is Intended solely for the person(s) to whom it is addressed. This Communication may contain information that is privileged, confidential and/or proprietary. Any unauthorized use, disclosure or copying of this Communication is strictly prohibited. If you have received this Communication in error, please contact the sender immediately and destroy any and all copies of this Communication. i xxxEND_PAGE:deq04_b579_6765_7195_106 _, CalgonCarbon 500 Calgon Carbon Drive Pittsburgh, PA 15205 CARBON EXCHANGE PROCEDURES FOR POTABLE WATER GRAVITY FILTERS A carbon exchange consists of the removal of spent carbon from a filter and the installation of fresh carbon into the filter. The following procedures can also be used for initial carbon fills. All spent carbon removals are completed hydraulically using the eduction method from the filter into an open dump truck. The carbon installation can be completed from bulk truck deliveries or from 1,000-pound super sack deliveries. The eduction method can be used for installation from bulk trucks and from super sacks. A crane can be used to dump the carbon from the super sacks directly into the filter, allowing the filter to be filled when high-pressure water is not available. The following section lists requirements for accomplishing a carbon exchange. The responsible party is noted after each item, either “customer” or Calgon Carbon “CCC”. The designation of responsibility is for a typical project but can vary based on the specifications of the project. 1, PROJECT REQUIREMENTS For removal of spent carbon or installation of fresh carbon using the eduction method the following is required: 1. Utilities 1, A water source of at least 90 to 100 psi at 200 gpm. The supplied water source comes from the closest fire hydrant or a line, which is near a pump (i.e., a surface sweep pump), (Customer) 2. A 2-1/2" fire hose reduced to 2" FNPT to connect to the eductor supplied by Calgon Carbon. The connection at the eductor is carbon removal and at the trailer for carbon installation. (Customer) 3; A 3/4" garden hose at the filter for rinsing off the waders used by the labor force for carbon removal and at the trailer to insert in the hopper during carbon installation. (Customer) 4. A drain to handle the disposal of water used in removing the spent carbon. The drain capacity should be equal to or greater than the water supplied for the carbon removal. (Customer) #Ts xxxEND_PAGE:deq04_b579_6765_7195_107 CARBON EXCHANGE PROCEDURES FOR POTABLE WATER GRAVITY FILTERS. PAGE: 2 2. Manpower 1. 2, A plant operator to open or close plant water valves. (Customer) Two (2) or three (3) laborers depending on the extent of work required. (Customer or CCC) Supervision of installation. (CCC) 3. Miscellaneous I. For installation or removal using a bulk trailer, an area large enough to stage one (1) or two (2) trailers is required. The approximate dimensions of a trailer are 51' long x 8"5" wide x 11'6" high. (Customer) Sufficient storage for the super sacks upon arrival. The recommended storage area is an enclosed building. If this is not available and the carbon is stored outside for an extended period of time, the super sacks should be covered with tarpaulins or plastic and kept away from areas which have inadequate drainage to prevent submersion of any carbon in free-standing water. (Customer) The necessary equipment (crane and/or forklift) and manpower to receive and stage the carbon in super sacks prior to loading the filters. The carbon can be hydraulically or dry installed. The super sacks weigh 1,000 pounds each, have an 18" discharge chute, and are stacked two (2) high with a pallet under the bottom super sack. (Customer) The disposal of all super sacks and pallets. (Customer) All transfer equipment, which includes a hopper, and eductor, a suction hose with wand, a F/F coupler, carbon slurry hoses, and a trough. (CCC) Transportation for spent carbon return and virgin carbon delivery, (CCC) Removal/installation sign-off certificates, which require a signature from the site contact and the Calgon Carbon Supervisor. (CCC) Backwash rate curves to correspond with the product, which is installed. (CCC) Dive xxxEND_PAGE:deq04_b579_6765_7195_108 CARBON EXCHANGE PROCEDURES FOR POTABLE WATER GRAVITY FILTERS PAGE: 3 2s PRELIMINARY REQUIREMENTS Customer should contact their Calgon Carbon Technical Sales Representative ten (10) working days prior to the date they plan to begin the exchange or installation. Subsequent to this notification, Calgon Carbon operations supervisor will work with the customer to reconfirm the start date and determine the equipment required to do the exchange. 3. SPENT REMOVAL - EDUCTION TO BULK TRAJLER 1, Prior to spent carbon removal from the filter, the customer must isolate the filter

Flint WTP GAC Permit Application

Our office received the permit application “Fint WTP Phase Il, Segment 3 Filter Media Replacement” on June 30, 2015. The only specifications provided with the permit application were for the following: - 05550 Bolts, Anchor Bolts And Expansion Anchors - 09928 Protective Coating Systems Aside from information shown on the plan sheets and what was listed in the previously submitted basis of design document, no other specifications were provided regarding: - GAC and Sand media, including removal, installation, ripening, and disinfection procedures - Chlorine piping, joints, valves, installation, support, etc. - Water tight hatch to be installed - Chlorine gas detector equipment Regarding the Protective Coating Systems specs and their related appendix, these are general in nature listing every part of the plant as potentially being recoated. Plan notes discuss a few items to be coated/recoated, but it is not entirely clear what the full scope of the coating work will consist of. We request any additional specification information regarding the above be provided for approval. It is also noted that the basis of design is based on a flow of 30 MGD, approximately 2.5 gpm/ft*2 filter loading rate. The existing filters are currently rated for 36 MGD at 3 gpm/ft*2. This would cause the WTP capacity rating to be lowered to 30 MGD. Any future request to expand filter capacity back to 36 MGD would need to be demonstrated through filter performance testing. Stephen Busch, P.E. Lansing and Jackson District Supervisor Office of Drinking Water and Municipal Assistance MDEQ 517-643-2314 xxxEND_PAGE:deq03_b605_3253_3717_061 Rennaker, Joanne (DEQ)

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