Correspondence between

Mike, Attached is the November 2015 MOR and Enhanced Water Quality Monitoring Data. I have also attached the results of the verification of LCR monitoring sites in a digital format that the service center put together. The data on the LCR sites is lacking, but in talking with Mr. Bincsik at the service center, we may be able to to track some of the information via inspection of hydrants and dates they were installed to correlate the probability of a lead service line. It may be beneficial for the three of us to discuss this option before the holidays. Sincerely, Mike Glasgow Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext. 2602 xxxEND_PAGE:deq14_b0110_0302_0303_2

Brent, Michael Attached is the Act 399 permit authorizing installation of the corrosion control treatment system at the water treatment plant. Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817 xxxEND_PAGE:deq03_b031_0037_0037_1

Date: Wednesday, November 04, 2015 12:55:04 PM Michael, Please notify our department regarding the anticipated timeframe to install the corrosion control treatment system at the water treatment plant. The timeframe should take into account estimated time to receive the chemical feed pumps, storage equipment, and the orthophosphate compound. Coordination of the contractor to install the equipment also needs to be included. If there any delays with the installation of the corrosion control treatment system, please notify us as soon as possible. Finally, please inform us when the corrosion control treatment system is installed. If this occurs by next Monday, | may take the opportunity to conduct an inspection prior to our 12pm meeting. Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817 xxxEND_PAGE:deq03_b262_0421_0421_1

Mike, Good afternoon, I was just wondering when you and any other DEQ personnel would be arriving in town for the technical advisory meeting ' next Monday. City leaders would like to invite you to lunch prior to the meeting to discuss some items along with our engineers. | am also extending this invite to any EPA personnel attending the technical advisory meeting. We were looking to hold this meeting around noon. Please let me know if you would be able to make it at this time. | Thanks, Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext. 2602 Mike Glasgow | | | xxxEND_PAGE:deq03_b286_0445_0867_374 Rennaker, Joanne (DEQ)

Michael, There are gaps in the filter effluent turbidity and bacteriological information on the Sept 2043 test run report. Can you fillin these gaps? Michael Prysby, PLE. Mistrict Engineer Office of Drinking Water and Municipal Assistance 517 290-8817

Mike, Here is what I have found for the September 2013 Test Run Data. I had to compile some of the bacteria and ozone residual results to add. That's what took me a little while. Let me know if there is anything else you need. Mike Glasgow Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext. 2602 xxxEND_PAGE:deq17_b453_2630_2647_12

Attached is the AWWA C651-14 for disinfection of watermain. | will contact all parties asap tomorrow morning Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817

Mike, Here was the last version of the lead & copper report after talking with Steve and Adam a month ago. Mike Glasgow Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext, 2602 xxxEND_PAGE:deq03_b604_2838_3252_149 MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY OFFICE OF DRINKING WATER AND MUNICIPAL ASSISTANCE LEAD AND COPPER REPORT AND DE CONSUMER NOTICE OF LEAD RESULT CERTIFICATE FOR COMMUNITY WATER SUPPLY Issued under authority of 1976 PA 399, MCL 325.1001 ef a/., and Administrative Rules, as amended. Failure to submit this information is a violation of Act 399 and may subject the water supply to enforcement penalties, Administrative Rule R 325.10710d requires water supplies to report lead and copper monitoring information within 10 days after the end of the monitoring period. This form may be used to meet this requirement. Submit the information to the appropriate Department of Environmental Quatity (DEQ) district office. For district office addresses, visit www.michigan.gov/deq and click on Locations. 1, Water Supply Name: City of Flint Water Plant 2 County: “Genesee 3. WSSN: 2310 4. Population: 99,763 5, Monitoring Period: From: 1/1/15 To: 6/30/15 _ 6. Minimum # of Samples Required: 60 7. # of Samples Taken: 69 8. Name of Certified Laboratory: DEQ Drinking Water Laboratory 9. SAMPLE CRITERIA: Yes | No Explain No responses in Comments block. Oo x] a. Are the same sampling points used as in the previous monitoring period? oO b. Are all samples from Tier 1 sites? For more = TE : * an 7 7 information im) c. Are all samples from Tier 1, 2, or 3 sites giving Tier 1 priority? see Kl | C) | 4. tfno Tier 4, 2, or 3 sites are available, do all sites have plumbing Instructions materials commonly found at other locations in the system? paragraph 11, agraph Xx oO é, Is the minimum number of lead service line samples taken (when cola p applicable)? Category.” Comments: Revised report after conference calt with DEQ staff. Two samples were removed from list for not meeting sample criteria, and due to population the number of samples required was reduced to 60. 10, NAME: Name: Michael Glasgow Title: Utllites Administrator Phone: 810-766-7135 Date: 8/20/2015 EQP 5042 (Rev. 06/2012) xxxEND_PAGE:deq03_b604_2838_3252_150 41, TAP SAMPLING DATA: (Use additional shests as needed) Water Supply Name/County City of Flint Water Plant WSSN 2310 RESULTS: Sample Locati Sample Sample Service a be Lead Copper Lab # pip rocaton Date Category! | Lines? | if (ppb) | (ppb) = 2206 Flusing Rd anes | 4 L cp |Nd. [013 | s4603 4202 Custer Ave. gans | 1 401 E. Newall St. g2n5 | 4 fu PR 56225 215 Browning Ave. 3/21/15 1 L CP 56226 2615 Trumbull Ave. 2/27/15 1 L C,P 56227 201 Browning Ave. 3/5/15 1 L P 56228 1224 Decker St. 3/17/15 4 L c,P 57728 4220 Decker St. SHI7ANS 1 E. P 67730 1379 Washington Ave. 3/19/15 1 L P 57731 1383 Washington Ave. 3/1 ons | 1 L C,P 57734 1372 Washington Ave. 3/19/15 | L CP 57733 1367 Washington Ave. SATIS. 1 L P 57735 1701 Marquettte Dr. 3/14/15 1 L c,P 67736 778 Bundy Ave. 324/15 P 58413 3714 Beecher Rd. 3/24/15 1 L Cc 58414 1016 Ingleside Ave. AI915 4 L ,P 69749 1818 Rock Creek Ln. 416/15 1 L c,P ; 59750 3010 Cheyenne St. 4/3115 4 L c,P §9751 2606 Mountain Ave. 4/15/2015 | 1 L P 1 Sample Category: Enter a number 1 through 6 to designate the category of tap sample site. For mare information see Instructions paragraph 11, subparagraph “Sample Category.” 2 Materials used for service line and building plumbing: Enter C = copper; G = galvanized; L = lead; or P = plastic. TO BE DETERMINED BY DEQ [| 90" percentile xxxEND_PAGE:deq03_b604_2838_3252_151 11. TAP SAMPLING DATA; (Use additional sheets as needed) Water Supply Name/County — City of Flint Water Plant WSSN 2310 RESULTS: Sample Location Sample iE ie | Pun bead | Copper | ang 2020 Crooked Ln. arans | 4 L cp [5 010 | 61845 631 Alvord Ave. lees [1 |e [Pp fae [nv. | aaato 216 Browning Ave. 5/7/15 1 L C,P 22 0.31 63411 3714 Beecher Rd. 5/14/15 4 C,P 8 0.16 ~ | 64283 7 912 Lexington Ave. 6/15/15 4 L P 6 N.D. 64285 349 Robbie Ln. 5/31/15 1 L Pp 2 N.D. 67428 353 Robbie Ln. [son 5 4 L C,P 5 0.11 67427 341 Robbie Ln. 5/31/15 4 L c,P 3 0.05 67426 328 Robbie Ln. 5/30/15 4 L C,P 2 0.09 67425 357 Robbie Ln. 5/31/15 4 L Cc 3 0.20 67424 344 Robbie Ln. 5/31/15 4 L C,P 4 0.11 67423 4807 Oren Ave. 6/8/15 4 L P 21 N.D. 68023 _| 4214 Lyon St. 64/15 4 L C,P 7 0.14 68788 1528 Delaware Ave. 6/12/15 4 P | 3 NLD. 68789 3814 Brentwood Dr. 6/14/15 4 I P 42 N.D. 68790 1615 S. Franklin Ave. 6/14/15 4 L P. N.D. N.D. 68791 853 E. 7th St. 6/12/15 1 L CP 7 0,07 68792 1150 Woodside Dr. 6/14/15 4 L P 29 N.D. | e793 547 Copeman Blvd. 6/15/14 q L P 18 N.D. 68794 omar 1 Sample Category: Enter a number 1 through 6 to designate the category of tap sample site. For more information see Instructions paragraph 11, subparagraph “Sample Category.” 2 Materials used for service line and building plumbing: Enter C = copper; G = galvanized; L = lead; or P = plastic. TO BE DETERMINED BY DEQ |__| 90" percentile a3 | | xxxEND_PAGE:deq03_b604_2838_3252_152 11. TAP SAMPLING DATA: (Use additional sheets as needed) Water Supply Name/County City of Flint Water Plant WSSN 2310 RESULTS: Sample Location Sample si Service ee bead | Copper | ab | — 9 — 2114 Flushing Rd. L 0.05 | 71170 rains ive [arene [vf |e pw fo 3517 Bennett Ave. 6/24/15 L C,P 3 0.06 69624 1730 Overhill Dr. 6/22/15 L c,P 1 0.08 69625 2117 Stanford Ave. 6/23/15 L c,P 5 0,08 69626 2432 Beta Ln. 6/21/15 L Pe N.D. N.D. 69627 2023 Miller Rd. 1 L CP 3 0.06 | age2a 721 East St. Apt #2 6/25/15 4 L cC,P 10 0.16 70222 3814 Whitter 6/25/15 4 L P 2 N.D, 70223 3420 Norwood 6/24/15 4 L P 5 NLD. 70224 2122 Pierce St. 6/21/15 1 L P 2 N.D. 70225 3521 Bennett Ave. 6/25/15 1 L P 3 N.D. 70226 1602 Raspberry Ln. 6/24/15 1 L P N.D. N.D. 70227 1808 Lynbrook 6/26/15 1 L P ai 3 ND. 70228 2112 Sherff 6/24/15 1 L C,P 9 0.06 70229 1205 Blanchard Ave. 6/24/15 1 L c,P 1 0.05 70230 860 Schafer St. L C,P N.D. 0.06 70231 2110 Flushing Rd. 6/30/15 4 L Cc N.D. 0.10 71158 1 Sample Category: Enter a number 1 through 6 to designate the category of tap sample site, For more information see /nstructions paragraph 11, subparagraph “Sample Category." 2 Materials used for service line and building plumbing: Enter C = copper; G = galvanized; L = lead; or P = plastic. TO BE DETERMINED BY DEQ percentile BA xxxEND_PAGE:deq03_b604_2838_3252_153 11. TAP SAMPLING DATA: (Use additional sheets as needed) Water Supply Name/County — City of Flint Water Plant WSSN 2310 RESULTS: Sample Location ES ile Seruiee Pubs | teae Ess Lab # 2300 Flushing Rd. eons | Lc 3 |o2e | 71159 2414 Flushing Rd. 6/3015 | 4 71166 1914 Penbrook Ln 1 71167 3901 Leedra St. e265 = | 4 71168 3142 McClure e265 | 4 71169 —_ 1 Sample Category: Enter a number 1 through 6 to designate the category of tap sample site, For more information see Instructions paragraph 11, subparagraph “Sample Category.” 2 Materials used for service line and building plumbing: Enter C = copper; G = galvanized; L = or P = plastic. TO BE DETERMINED BY DEQ 90' percentile _| Ave lead; xxxEND_PAGE:deq03_b604_2838_3252_154 Consumer Notice of Lead Result in Drinking Water Water Supply Name: City of Flint County: Genesee WSSN: 2310 Sample Location: 401 E. Newall St. Date Sampled: 3/2/15 Thank you for participating in the lead and copper monitoring of drinking water. The levels of lead and copper found at your location are in the table below. Contaminant MCLG Your Result Key to Table Action Level (AL): The concentration of a contaminant which, if exceeded, triggers treatment or other requirements that a water system must follow. Maximum Contaminant Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. ppb: parts per billion or micrograms per liter. 1300 1300 Not Detected Lead can cause serious health problems if too much enters your body from drinking water or other sources, It can cause damage to the brain and kidneys, and it can interfere with the production of red biood cells that carry oxygen to all parts of your body. The greatest risk of lead exposure is to infants, young children, and pregnant women. Scientists have linked the effects of lead on the brain with lowered !Q in children. Adults with kidney problems and high blood pressure can be affected by low levels of lead more than healthy adults. Lead is stored in the bones, and it can be released later in life. During pregnancy, the child receives lead from the mother's bones, which may affect brain development. To reduce exposure to lead in drinking water: « Run your water to flush out lead. Run the water until it becomes cold. Use cold water for cooking and preparing baby formula. Do not cook with or drink water from the hot water tap; lead dissolves more easily in hot water. « Do not boil water to remove lead. Boiling water will not reduce lead levels. * Look for alternative sources or treatment of water. tf your lead result is above 15 ppb, you may want to consider purchasing bottled water or a water filter. Read the package to be sure the filter is approved to reduce lead or contact NSF International at 800-NSF-8010, or www.nsf.org for information on performance standards for water filters. ‘ — Identify if your plumbing fixtures contain lead. New faucets, fittings, and valves, may contain up to 8 percent lead including those advertised or labeled as “lead-free” and may contribute lead to drinking water. Consumers. should be aware of this when choosing fixtures and take appropriate precautions. Although the primary sources of lead exposure for most children are deteriorating lead-based paint, lead- contaminated dust, and fead-contaminated soil, the U.S. EPA estimates that 10 to 20 percent of human exposure to lead may came from drinking water. For more information, contact us at: i ter Plant a For more information on reducing lead exposure around your home and the health effects of lead, visit the U.S. EPA's Web site at www.epa.govilead, call the National Lead Information Center at 800-424-LEAD, or contact your health care provider, Certification: WSS: 2St6 | certify that this public water supply has provided the consumer nolice of lead result to persons served at each of the laps that was tested, elther by mail or by another od approved by ihe DEQ, within 30 days of knowing the result. The Notice includes required content. Uaertes Abdursitpee — 3rtli5 Title Date Sent to Consumer Reminder to water supplier: Complete this cerlification on only one (1) exar copy of a notice sent to a consumer and submit it to the DEQ. 2 xxxEND_PAGE:deq03_b604_2838_3252_155 Rennaker, Joanne (DEQ)

Steve & Mike, Good morning, I hope you enjoyed your holiday weekend. I am contacting you on behalf of Howard to request a "quote". Howard is preparing a presentation for the City Council on Monday night in regards to this recent lead & copper news. He would appreciate a statement in regards to why corrosion control was not required by the City at the onset of using the Flint River, and how it took two rounds of lead & copper sampling to determine that "optimization" is required. I have explained to him my understanding, although for the presentation he is looking for a brief statement of a couple sentences to reference or quote one of you. Thank you, Mike Glasgow Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext. 2602 xxxEND_PAGE:deq16_b5_0892_4900_0140

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

| Mike, | Here is a copy of the June MOR. A hard copy was mailed out earlier today. Mike Glasgow Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext. 2602 xxxEND_PAGE:deq03_b287_0868_1329_348 CITY of FLINT WATER TREATMENT PLANT MONTHLY OPERATION REPORT SUPPLY NAME: _ CITY of FLINT WATER PLANT WSSN: __2340__ Michael Glasgow June 2015 Operator-in-Charge Month/Year F-1R, F-2 F-1 q Certification of Operator-in-Charge Water Plant Classification | Signature of Operator-ih-Char County I | Treatment Rate and Filter Data Maximum Treatment Rate: 18.5 Million Gallons per Day Rated Plant Capacity: 36 Million Gallons per Day Average Filter Run: 20 Hours Average Head Loss: Feet *(filler head loss meters not operational) Average Filtration Rate: 2.3 Gallons Per Square Feet per Minute Maximum Filtration Rate: 3.3 Gailons Per Square Feet per Minute Average Wash Water Use: Percent of Treated Water Chemical Data Chlorine on hand: 12,000 tb. Est. supply: Primary Coagulant (Ferric Chloride) on hand: 220,000 Ib. Est. supply: Lime (CaO) on hand: - 259° tons Est. supply: Fluoride on Hand: 18,000 Ib. Est. supply: Cost of All Chemicals per Million Gallons: nia dollars Total Power Cost per Million Gatlons: na doliars Remarks Confluence Point # 1 (N) Confluence Point # 2 (S) Number of filer confluence samples > 0.3 NTU: LY) 6 Number of filter confluence samples collected: 21% 241 Percent of filter confluence sampies > 0,3 NTU: 0.0% Number of filter confluence samples > 1 NTU te) Did any individual filter exceed: 1.0 NTU in two consecutive measurements taken 15 minutes apart? NO If yes, attach specific filter(s) information and indicate required follow-up status. 0.5 NTU in two consecutive measurements taken 15 minutes apart after 4 hours of operation? NO If yes, attach specific filter(s) information and indicate required follow-up status. 1.0 NTU in two consecutive measurements taken 15 minutes apart for 3 consecutive months? NO If yes, attach specific filter(s) information and indicate required follow-up status. 2.0 NTU in two consecutive measurements taken 15 minutes apart for 2 consecutive months? If yes, attach specific filter(s) information and indicate required follow-up status, Was continuous (every 15 minutes) filter monitoring equipment off-line during the month? If yes, indicate date(s), duration, and individual filter grab sampling frequency on a separate sheet. Did POE disinfectant residual fall below 0.2 ppm during the month? NO If yes, indicate date(s) and duration on a separate sheet. Was minimum C*T credit achieved for the entire month? If no, indicate on a separate sheet the date(s) not achieved. Was continuous POE chlorine residual monitoring equipment off-line during the month? If yes, indicate date(s) and duration on a separate sheet. xxxEND_PAGE:deq03_b287_0868_1329_349 Coagulation Parameters & Softening Chamical Million Gallons Treated Application Ozone Dosage (mg/L) Ferric as City of Flint Water Treatment Plant June 2015 Page 2 WSSN: 2310 Turbidity, Units PW-340 | P-142PWG Catioinc Anionic Polymer | Polymer Dosage 7.41 223.9 7.06 177.2, 2.39 191.5 sae sa ass 4.4 5.19 212 21.7 4.84 1.32 xxxEND_PAGE:deq03_b287_0868_1329_350 Filter turbidity City of Flint Water Treatment Plant WSSN: 2310 June 2015 No. of 4 He, Compliance perlods No. of 4 Hr, Compliance No. of 4 He, Compliance Page 3 Point of Entry Plant Tap NTU e|/oleolojajalto | | 1 | xxxEND_PAGE:deq03_b287_0868_1329_351 Fluoridation & City of Flint Water Treatment Plant June 2015 Page 4 Chlorination WSSN: 2310 Chlorine Application (mg/L) Chlorine Residual (mg/L) Fluoride Analysis (mg/L) intermediate | Post Total Chlorine Chlorine | Chlorine i # 2.3 5.0 0.5 Filtered 3 MG Well xxxEND_PAGE:deq03_b287_0868_1329_352 City of Flint Water Treatment Plant June 2015 Page 5 Chemical Analyses WSSN; 2310 Non-Garbonate . pH (S.U,) Total Hardness as } Total Alkalinity as Hardness as CaCO3 Calcium as Ca2+ Magnesium as Chioride as Cl- | Date CaCO3 (mg/L) CaGO3 (mg/L) (maf) (mg/L) Mg2+ (mg/L) (mgiL) | i 82.6 97.8 754 93.0 68.9 94.6 748 92.2 68.1 91.4 77.0 80.2 xxxEND_PAGE:deq03_b287_0868_1329_353 Bacteriological & Physical Parameters Total Coliform City of Flint Water Treatment Plant WSSN: 2310 Standard Plate Filter Confluence (N&S) Count (Simplate MPN) Plant Tap June 2015 Page 6 frSenpea[ coun [Sano poe JaSonpo]_ poe | Row [Tew | tw | Rew | Row | Tor | Row | To | oe cs a 4 <2 es 0.50 18.8 <2 0.47 18.8 <2 0.51 19.1 <2 0.48 18.7 <2 0.50 0.50 19.4 0.47 19.5 0.45 19.9 0.49 20.0 0.52 215 0.54 20.5 0.52 20.3 20.5 0.52 21.0 0.54 22.2 0.50 20.5 —|. 0.52 21.2 0.50 0.56 0.60 me | 0.47 20.5 0.46 20.8 0.48 21.9 0.51 20.3 0.60 22.2 xxxEND_PAGE:deq03_b287_0868_1329_354 Distribution System City of Flint Water Treatment Plant June 2015 Page 7 Monitoring WSSN: 2310 Distribution Disinfectant Total Residual Summary Percentage of samples with a detectable ~~ . 100% disinfectant residual Average disinfectant residual this month | co | Distribution Sample Summary Total # of routine distribullon samples analyzed 104 Total # of routine distribution samples required 100 Distribution Bacteriological Summary Total # of positive routine distribution samples q Percent of routine distribution samples pasitive fe See page 9 for positive sample information. xxxEND_PAGE:deq03_b287_0868_1329_355 « Distribution City of Flint Water Treatment Plant June 2015 Page 8 System Monitoring WSSN: 2340 Distribution Disinfectant Total Residual Suromary Percent samples with a detectable disinfactant residual 400% Average disinfectant residual this month 0.8 xxxEND_PAGE:deq03_b287_0868_1329_356 Distrébution System City of Flint Water Treatment Plant June 2015 . Monitoring WSSN: 2310 | Date Monitoring station 6/24/2016 |Cedar Street Reservoir| Positive Distribution Samples , Residual (mg/L) Repeat Moniloriag Stations Free /Totat Present or Absent 6/25/2015 | Cedar Street Reservoir 05 107 Absent 6/25/2015 The Print Shop 0.9/1.1 Absent 6/25/2015 0.1/0.1 Absent Service Garage | |. Lt | | cn HL Page 9 xxxEND_PAGE:deq03_b287_0868_1329_357 Rennaker, Joanne (DEQ)

Mike, Here is a copy of The City of Flint Water Treatment Plant LT2 Monitoring Plan. Brent should have sent a hard copy out on Monday the 29th after we had determined the source identification number for the Flint River (IN001). Mike Glasgow Utilities Administrator City of Flint 1101 S. Saginaw St. Flint, MI 48502 (810)766-7135 ext. 2602 xxxEND_PAGE:deq16_b5_0892_4900_0336

Mike, Here is a copy of the May MOR. A hard copy will go out in the mail today, but I like to get you a copy as soon as itis complete. I am still compiling the pool of samples for lead & copper monitoring. I had spoke with Adam a month or so ago about this same topic. I was planning on using the addresses where bottles were sent in the first round (2014). The hundred for which we have results is easy, it is the others that never returned the samples that is taking some time. FYI - The CCR for Detroit water is complete and headed to the printer this week. Still developing the one for Flint water, but we will be using the same company and since the mailing list is the same, we could still make the July 1st deadline. Mike Glasgow Utilities Administrator City of Flint xxxEND_PAGE:deq16_b5_0892_4900_0304 Michsel Glasgow _ Bignalars of Operator Sarge Treatment RAGS and Filter Data Mans ure Plration. Rates Average Wash: Water Use: Cherhieal Data (Cad) an eon Han Remarks — Numsar pics! confuenss WSS: “2340 ‘May S078: ; pManih¥ear .. Mition Gallong per Day Million Gallone per Day Spoperationall Est. suppl: 2s. oe ‘Confluance:Paint Ht (N} Sanfluerice Pointy 2 (Sy 8 f yes, attach Spacitic titers} informelion end indicate. reeset Je — siakis. Was vontisuold (edary. 15 yes, ihdibate dgte!s), xxxEND_PAGE:deq16_b5_0892_4900_0305 Page 2 May 2015 City of Flint Water Treatment Plant WSSN; 2310 Coagulation Parameters & Softening Chemical Application Turbidity, Units oS [is] a oO wie le le te fede < Applied Pas eae 4 [oot 8 | 076 ae a | ve | xxxEND_PAGE:deq16_b5_0892_4900_0306 Point of Entry| Page 3 Plant Tap NTU No, of Samples >0.3 NTU May 2015 No, of 4 Hr, Compliance parinte 20.3 No. of 4 Hr. Compliance periods Turbidity, Units Confluence Point. No.2 (S$) South No. of a Samples >0.3 NTU Same WSSN: 2310 City of Flint Water Treatment Plant No. of 4 He. Compliance aan 203 7 ene Confluence Point. No.1 (N) North Nunes Sinton Filter turbiditiy oO Omi bnibnibn |] OPO OI ni[/ wiafri| w@ _- S/S;S/s]Ss 5] 5 7s = e1Torol/ol;oy;yorfo;o 3 5 xxxEND_PAGE:deq16_b5_0892_4900_0307 Page 4 May 2015 City of Flint Water Treatment Plant Fluoridation & Chlorination WSSN: 2310 3 MG Well 2 ba 25 2.0 2.0 wejleflejelele sdJs]h af<de 5S a a x 1.6 2.3 Filtered Post Total Chlorine | Chlorine Chlorine Application (mg/L) Chlorine Residual (mg/L) Intermediate Chlorine Fluoride Analysis (mg/L) Fluoriode Applied as F. mg/L 2 | oa ‘ " “EF J “FE 8 0.73 0.70 ojca sis 3 3 3 o Fase [om | [ae ae] Love [ov | | ze | 28 | xxxEND_PAGE:deq16_b5_0892_4900_0308 ire) ot 9 e is) 8 515/5/8 oO i) ga a 32 a b ra q +) 85 2 ed 8a p |= +] EG SE fy ea o/a ss A | oo = Sy) e ire 3S a als > Rjt ij = Calclum as Ca2+ (mg/L) 144 Hardness as CaCO3 (mg/L) 97.0 2 3 c 3 2 a oO 7 é Ss 4 86 WSSN: 2310 linity as City of Flint Water Treatment Plant CaCO3 (mg/L) 222 220 182 169 192 275 27t F 279 CaCO3 (mg/L) Total Hardness as | Total Alkal 7.69 7.60 8.17 7.90 Chemical Analyses Avg. xxxEND_PAGE:deq16_b5_0892_4900_0309 Bacteriological & City of Flint Water Treatment Plant May 2015 Page 6 Physical Parameters WSSN: 2310 Total Colform Standard Plate Date fin ce nm Fa mms) Temp. Color Odor Raw (Colilert MPN) | Filer = Plant Tap e #Samples| Count #Sampley #pos |#Samples| # pos Raw Tap Tap Raw Raw Tap Raw Tap 1 1 70 12 i) 1 0 495 <2 0.46 4164 2 1 61 12 ta) 1 0 239 <2 0,45 11.9 3 4 79 12 0 1 0 248 <2 0.48 12.7 4 1 88 12 0 1 is} 202 <2 0.46 14.3 5 4 67 12 0 1 it 202 <2 0.46 14.3 6 1 8&6 12 0 1 La 231 <2 0.46 13.9 tf 4 88 12 0 1 0 372 <2 0.48 14.5 & 4 142 12 1 1 0 392 <2 0.46 14.4 9 4 199 12 o 1 0 555 <2 0.50 16.7 10 4 138 12 1 1 0 440 <2 0.47 15.7 11 4 548 12° Qo 1 0 299 <2 0.46 15.9 12 4 924 12 3 1 0 738 <2 0.46 15.4 13 4 253 12 1 1 fy 260 <2 0.50 14.9 14 4 225 12 6 4 0 738 <2 0.44 14.7 15 1 365 12 6 4 ie) > 738 <2 0.48 14.9 16 1 722 12 4 1 i) > 738 <2 0.47 15.1 17 1 226 42 6 1 ; ie) > 738 <2 041 16.6 18 4 262 2 2 1 i) 2400 <2 0.44 16.5 19 1 292 12 2 1 it) 1940 <2 0.46 16.4 20 1 134 12 0 1 0 830 <2 0.46 16.2 21 4 185 12 0 1 0 1160 <2 O47 15.8 22 1 328 42 Q 1 0 324 <2 0.44 15.7 23 1 199 12 0 1 is} 150 <2 0.48 16.7 24 1 199 12 0 1 0 400 <2 0.47 17.6 25 1 272 12 0 41 0 590 <2 0.46 17.0 26 1 218 12 0 1 0 510 <2 0.46 17.8 27 1 365 12 0 1 0 470 <2 0.43 18.3 28 1 980 12 [t] 1 | it] 555 <2 0.47 20.9 29 1 909 12 is] + | ig 1120 <2 0.47 214 30 1 5794 12 0 1 i 1040 <2 0.49 22.7 31 1 4884 12 it] 1 o 1000 <2 0.49 20.1 xxxEND_PAGE:deq16_b5_0892_4900_0310 Distribution System City of Flint Water Treatment Plant May 2015 Page 7 Monitering WSSN: 2310 Free Chlorine Residual at Bacteriological Montioring Stations mg/i Date 2 3 7 cs WSs ee ee | | {| || = o o ~ = So Distribution Sample Summary Total # of routine distribution samples analyzed | 100 | Total # of routine distribution samples required 100% Distribution Bacteriological Summary Tota! # of positive routine distribution samples | o | Percent of routine distribution samples positive See page $ for positive sample information. xxxEND_PAGE:deq16_b5_0892_4900_0311 Page 8 May 2015 WSSN: 2310 City of Flint Water Treatment Plant Distribution System Monitoring Total Chlorine Residual at Bacteriological Montioring Stations mg/l rad G £ £ 5 n o 5 3 rl & z tc) ‘ = 3 = @ Qa 2 r=) 5 a a H 2 i=] = Percent samples with a detectable disinfectant residual Average disinfectant residual this month xxxEND_PAGE:deq16_b5_0892_4900_0312 Distribution City of Flint Water Treatment Plant May 2015 System Monitoring WSSN: 2310 Positive Distribution Samples “newer “Foetal Presentoraesent Page 9 xxxEND_PAGE:deq16_b5_0892_4900_0313

Thanks Michael Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817

Mike, To answer your questions: 1. I'm trying to compile the list. ere were a couple of Apartment residences that were used in the first sampling pool. These would be tier the majority were Tier 1. 3. A copy of the consumer notice is attached below. 4, This was in response to a customer complaint, and it is a business, I would only use the Utility sink as a site if we are short a sample, and would be a Tier 3. This is not in our sample pool, but is served by lead service line.

Michael, Brent Any info yet on my email from yesterday? Hate to bug you; however, | have an 11am meeting today that includes Flint’s lead & copper status... Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817 xxxEND_PAGE:deq16_b5_0892_4900_0487

Gentleman, Here is the bromate test result for April 2015. Mike xxxEND_PAGE:deq04_b577_6019_6376_166 NSE international 789 N. Dixboro Rd. Ann Arbor, Mi 48105, USA T E ST R E P O RT 1-800.NSF.MARK | +1-734.769.8010 | www.nsf.org ™ Live Safer

Thanks Michael... Michael Prysby, PE. District Engineer Office of Drinking Water and Municipal Assistance 5417 290-8817 Sent: Monday, April 13, 2015 4:21 PM

Mike, Here is the completed MOR for March. Mike Glasgow City of Flint Water Plant xxxEND_PAGE:deq17_b294_1699_1699_1

Mike, Here is a portion of our monthly MOR. The chemical feed rates are missing due to a computer glitch. J should have the completed copy of the report Monday, which I will email to you and also send a copy in the mail. I wanted to get the lab chemical analysis, bacteriological, and distribution sampling data to you today. Mike Glasgow City of Flint Water Plant xxxEND_PAGE:deq04_b075_2261_2598_007 Coagulation Parameters & Softening Chemical Million Gallons Treated Application City of Flint Water Treatment Plant PW-340 Catioinc Polymer Dosage P-142PWG Anionic Polymer Dosage WSSN: 2310 March 2015 Page 2 Turbidity, Units Raw Plate Settler Applied Number of Samples fo) Effluent Avg. © > es oo > ce Applied Avg. 5.31 1.68 4.79 1.87 4.79 1.73 #DIV/0! 0.00 xxxEND_PAGE:deq04_b075_2261_2598_008 City of Flint Water Treatment Plant March 2015 Page 3 WSSN:; 2310 Filter turbiditiy Confluence Point, No.1 (N) North Confluence Point, No.2 (S) South Point of Entry No. of tr. | ROOTEME | No. of no. of 4Hr, | No-Of4 HET No. of Compliance " Compliance Compliance periods >0.3 Samples L Compliance periods >0.3 Samples periods periods NTU NTU Plant Tap Ps [en [ow [ [> |e | o @ RIM OlAlLaAlalalalalalala 4 a ae DAlaAlal/aloalala 0.22 0.16 0.09 0.13 0.09 0.12 6 6 6 6 6 6 6 6 6 0.07 0.09 xxxEND_PAGE:deq04_b075_2261_2598_009 Fluoridation & Chlorination City of Flint Water Treatment Plant WSSN: 2310 Fiuoriode Chiorine Application (mg/L) Applied | Fioride Analysis (mg/L) March 2015 Page 4 Chlorine Residual (mg/L) Intermediate Post Total Chtorine Chlorine | Chlorine Filtered 3 MG Well ee ee 29 | #DIV/O! #DIV/O! #DIVA! 0,00 E i i 0.0 0.0 0.00 i K : 0.0 0.0 xxxEND_PAGE:deq04_b075_2261_2598_010 Chemical City of Flint Water Treatment Plant March 2015 Page 5 Analyses WSSN: 2310 Non-Carbonate Hardness as CaCO3 (mg/L) Cre | eee [toe [Ree [we | Rew | To | 54 55 Total Hardness as | Total Alkalinity as CaCO3 (mg/L) CaCO3 (mg/L) Calcium as Ca2+ Magnesium as Chloride as Cl- (mg/L) Mg2+ (mg/L) (mg/L) 54 48 57 64 61 54 54 54 51 42 46 46 xxxEND_PAGE:deq04_b075_2261_2598_011 Bacteriological & City of Flint Water Treatment Plant March 2015 Page 6 Physical Parameters WSSN: 2310 Total Coliform Standard Plate Count Filter Confluence (Simplate MPN) (N&S) Plant Tap Conductivity: (mS) Raw (Colilert MPN) 225 205 387 770 440 442 340 4196 1420 48392 > 48392 12 39726 12 24066 12 > 48392 42 34658 12 7100 12262 12 9400 4764 2920 1596 1182 xxxEND_PAGE:deq04_b075_2261_2598_012 Distribution System City of Flint Water Treatment Plant March 2015 Page 7 Monitoring WSSN: 2310 Distribution Sample Summary Total # of routine distribution samples analyzed 419 Total # of routine distribution samples required 100 Distribution Bacteriological Summary Total # of positive routine distribution samples | 9 | Percent of routine distribution samples positive See page 9 for positive sample information. Percentage of samples with a detectable disinfectant residual Average disinfectant residual this month xxxEND_PAGE:deq04_b075_2261_2598_013 xxxEND_PAGE:deq04_b075_2261_2598_014 Distribution City of Flint Water Treatment Plant March 2015 Page 8 System Monitoring WSSN: 2310 xxxEND_PAGE:deq04_b075_2261_2598_015 xxxEND_PAGE:deq04_b075_2261_2598_016 Distribution System Monitoring City of Flint Water Treatment Plant WSSN: 2310 Positive Distribution Samples March 2015 Page 9 xxxEND_PAGE:deq04_b075_2261_2598_017 xxxEND_PAGE:deq04_b075_2261_2598_018 Rennaker, Joanne (DEQ)

Michael, The March result is encouraging....we need a copy of the sample result from the sample collected in October of 2014... Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817

SCHEMATIC_04. pdf; SCHEMATIC_05.pdf; SCHEMATIC_06.pdf; SCHEMATIC_07.pdf; SCHEMATIC_08.pdf; SCHEMATIC_09.pdf; SCHEMATIC_10.pdf Brent, Mike Attached are the example schematics that the plants on Schedule 2 may use to indicate where the source water sampling location is in relation to the intake, chemical feed points, recycle streams (if any) and the plant. You can select the schematic that best fits your situation and mark the sampling location and other pertinent information on it. If you can't find a schematic that doesn't fit Flint’s exact setup, you can use the generic/blank one (schematic 10). Your Schedule 2 Crypto. monitoring letter is being mailed to. you today. V Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817 ' xxxEND_PAGE:deq26_b228_1813_1833_01 Figure 1. Sample Tap before Chemical Treatment and Backwash Water Recycle (if applicable) ure: Role: 2 Stare must salleer Source seater : eheiog! t xxxEND_PAGE:deq26_b228_1813_1833_02 xxxEND_PAGE:deq26_b228_1813_1833_03 xxxEND_PAGE:deq26_b228_1813_1833_04 Water bentmend plant “8 xxxEND_PAGE:deq26_b228_1813_1833_05 Bank fittration cross section xxxEND_PAGE:deq26_b228_1813_1833_06 xxxEND_PAGE:deq26_b228_1813_1833_07 Figure Hs Presedimentation Basin xxxEND_PAGE:deq26_b228_1813_1833_08 Figure 8. Raw Water Off-Stream Storage xxxEND_PAGE:deq26_b228_1813_1833_09 xxxEND_PAGE:deq26_b228_1813_1833_10 BND: Whler treatment pelt ame: Water systert Hoy ty xxxEND_PAGE:deq26_b228_1813_1833_11 Figure 4. Danese ¥ Tap: before Chemical Treatment Water tveatment plant Racial aster = PROS aggteang "water amples prior ts the point af filter backwash ican ee dO CER G14. ONE ; xxxEND_PAGE:deq26_b228_1813_1833_12 xxxEND_PAGE:deq26_b228_1813_1833_13 Figure 3. Multiple Sources: Two (or More) Sources to be Composit xxxEND_PAGE:deq26_b228_1813_1833_14 Figure 4. Multiple Plants with the Same influent vhnaniponannnnen iy tiple plenis: oa forthe sume intent, | ati the: werent Withe Wreatiment pant BY xxxEND_PAGE:deq26_b228_1813_1833_15 Bank filvation cross aection xxxEND_PAGE:deq26_b228_1813_1833_16 Figure 6. Ground Water Under the Direct Influence. of Surface Water i (Gwubl). xxxEND_PAGE:deq26_b228_1813_1833_17 Figure 7. rms mont Basin xxxEND_PAGE:deq26_b228_1813_1833_18 Figure 8. Raw Water Off-Stream Storage xxxEND_PAGE:deq26_b228_1813_1833_19 xxxEND_PAGE:deq26_b228_1813_1833_20 ‘ Publis Water Sastern PWS) mae “‘Whler tealihent plant mene! hater aystiorn facil I> A LTS sanding Sein ite of oherisal treat : pilor ie te bealment pisat preaediiientation Daas, bank titration} . & Protinatment priceante fay ; 5 Malipe seuaree swale sshow- by adding: ecko! SORTORS) xxxEND_PAGE:deq26_b228_1813_1833_21

Mike, Brent | was looking at Flint’s MORs and | just noticed that ozone treatment parameters (ozone dosage and residuals) are not included. Ozone treatment parameters need to be included in the MOR. Please include this in future MORs. Also, if you can resurrect the ozone treatment parameters from previous months of operation (since going to the Flint River)......we would like that information to include in the previous MORs. Thanks. Michael Prysby, P.E. District Engineer Office of Drinking Water and Municipal Assistance 517 290-8817 xxxEND_PAGE:deq26_b225_1804_1804_1

Mike, Good morning, I just wanted to get you a copy of the February MOR. A copy will go out in the mail today. Mike Glasgow City of Flint Water Plant xxxEND_PAGE:deq16_b5_0892_4900_3746 __Mistael Glasgow" Febroary 2078 Operator-in-Charge: : : . ‘Monfiv¥ear Signatisre of Operator wy Charge! Trastment Rate and Fitter Date Maximum Treatrient Rate: 2 Million Gallons per Day citys Millon Galns-per Dey Hours Avarage Hisadd ie ass: : Fred, Bit iter head loss meters Hot yperstional Average Fileatian Rate: “34 Gallana Par Square:Fee ntasote __ Gallons Per Square Fret pet Minute Average’ ‘lash tAfater . ‘Chemical: Date. Bhipting 08 Rai {hOhemicals par Millon-Gallans: _ dobars: Tatal Power Cost ben Millan Gators: . __ SbRarS Gonfluence Port st 7 (N}- Confluence Paint #2 (S} i 1.8. NTU ihfiwe, cpasecutive reisanuvernenti intent {Srvindtes apart? s} infotination and ad follOw-Lis Rahs, ites: apart for 4 cunseaitie. months? ie yes atiach: onerite fiter{s) intonation and anais Sic} xaquited followsup stalin: SERVE Medsursments Bay Spoeollis filets) iorraatloy Brie indiGale required follow ig status: Was.continuous (query 1S:niiwtag)fiiter monitoring equismentattine diving the month? Was miniiurt ¢ WWae-cantinuaus POE chlovineeresidual montorieg equipment offJine.dering the month? Hf yes, indicate data(s}.and duration on a.separate:sheck, xxxEND_PAGE:deq16_b5_0892_4900_3747 Coagulation Parameters & Softening City of Flint Water Treatment Plant February 2015 Page 2 Chemical Application WSSN: 2310 PW-340 | P-142PWG Plate Settler] Applied Million 5 Lime Caticinc Anionic Gallons. Dosage | Polymer Polymer NuniBer ted Dosage | Dosage | “um Treale San aed of F Max. | Effluent Avg. Applied Samples 9. 97 Av 1.20 4s q 5 59 34 1.62 1,85 20.7 16.3 | s976 | 24.5 =o 6 254.4 15.9 } 141 | 4 121.2 Tr [0 xxxEND_PAGE:deq16_b5_0892_4900_3748 City of Flint Water Treatment Plant February 2015 Page 3 WSSN: 2310 Turbidity, Units Filter turbiditiy Confluence Paint. No.7 (N) North Confluence Point. No.2 (S) South No. of 4 Hr. | NO-of#H | No.of | Number No. of 4 Hr. Cea No, of Complia lax emplance of Avg. Compliance periods >0.3 Samples ps Samples periods nt [70.3 NTU fos feos fe [| 0.07 6 0.07 0 6 0 efs fe]. | ste fe] Pepe fe Number of wo i 3 bed o Py > EZ z a & Fy 2 a g bea} m Fy 2 a << slo a o a ° Samples. NTU 0.07 0.07 0.08 o o T oO o So So oO elo e1S a] 5 ~ Oo ao Oo s oO ao e|el[els/els c=] Qo 8 Qo So o a|s 8/8/83 le 3 rey Be] m | ao | ow] o 5 els 2/s a [- o 2 olo als nN o | + | | 2 | = = =” | os = po | za = = | 0 | 22 xxxEND_PAGE:deq16_b5_0892_4900_3749 Fluoridation & City of Flint Water Treatment Plant February 2015 Page 4 Chlorination WSSN: 2310 Chlorine Application (mg/L) Chlorine Residual (mg/L) Post Tatal Chlorine | Chlorine ee Pes [25 [se | 2 | 2s | Pes [ze [er | 22 | as | oe |e [v2 [es [oe | | ar | Filtered 3 MG Well = B =~ a | =m 16 im 17 xxxEND_PAGE:deq16_b5_0892_4900_3750 City of Flint Water Treatment Plant February 2015 Page 5 WSSN: 2310 Chemical Analyses Non-Carbonate Total Hardness as | Total Alkalinity as Hardness as CaCO3 CaCO3 (mg/L} CaCO3 (mg/L) Calcium as Ca2+ Magnesium as Chloride as Cl- Mg2+ (mg/L) (mg/L) 133.9 121.8 118.6 132.3 131.5 91.4 84.2 63.7 xxxEND_PAGE:deq16_b5_0892_4900_3751 Page 6 February 2015 City of Flint Water Treatment Plant WSSN: 2310 Bacteriological & Physical Parameters Color Conductivity Standard Plate Count (Simplate MPN) R Tap Pp Tal Raw Plant Tap (N&s} # Samples [cof Samples Total Coliform Filter Confluence Raw (Colilert MPN} Date #pos |#Samples| #pos 12 etedededefebele pepe pepe dep el el} e} ete Oe ee de 145 1 25 xxxEND_PAGE:deq16_b5_0892_4900_3752 ee City of Flint Water Treatment Plant February 2015 peed Monitoring WSSN: 2310 Free Chlorine Residual at Bacteriological Montioring Stations mg/l N a a Ss n o = = wo a ~ o = My oa sd he 2 on = we f=] = alo BLO = a NMP MST NN] Fh Np re = af/o ae | cow | ow [ee | coe Dey oa nilo wlo te eae = ow foo ~~ oe ed hw NS Distribution Sample Summary Total # of routine distribution samples analyzed 104 Totat # of routine distribution samples required 100 Distribution Bacteriological Summary Total # of positive routine distribution samples Distribution Disinfectant Total Residual Summary Percentage of samples with a detectable disinfectant residual 100% Average disinfectant residual this month 1.22 Percent of routine distribution samples positive See page 9 for positive sample information. xxxEND_PAGE:deq16_b5_0892_4900_3753 Distribution City of Flint Water Treatment Plant February 2015 Page 8 System Monitoring WSSN: 2310 Total Chlorine Residual at Bacteriological Montioring Stations mg/l Number of Samples | | a | oO c=) o bh we i : a 1.8 =~ Fes) wo = oo nn o Ee) = Ny Nn B Ne ae nN w 24 2.0 ai w 1.0 ary fo) Lc o feo = wo o ms Nn a he nN = o = a a}fafa ant =x ao 19 | 11 | o4 | 19 | 26 04 21 24 0.6 3 | 24 17 13 = B ° 13 13 | 11 | 16 03 | 4.0 Distribution Disinfectant Total Residual Summary Percent samples with a detectable disinfectant residual 100% Average disinfectant residual this month 1.5 xxxEND_PAGE:deq16_b5_0892_4900_3754 Distribution City of Flint Water Treatment Plant February 2015 Page 9 System Monitoring WSSN: 2310 Positive Distribution Samples po rr Menvonng stator Eee issentorieeent xxxEND_PAGE:deq16_b5_0892_4900_3755

Mike & Adam, Here is copy of the MOR for the month of January. Brent will be sending out a hard copy in the mail today. I have also included the January monthly bromate test results. Mike Glasgow City of Flint Water Plant xxxEND_PAGE:deq04_b076_2599_2966_027 SUPPLY NAME: CITY of FLINT WATER PLANT WSSN: — 2310 — Michael Glasgow January 2015 Operator-in-Charge Month/Year F-AR, F-2 Ft Certification of Operator-in- Water Plant Classification Genesee County Treatment Rate and Filter Data Maximum Treatment Rate: Million Gallons per Day Rated Plant Capacity: Million Gallons per Day Average Filter Run: Hours Average Head Loss: Feet *(filter head loss meters not operational) Average Filtration Rate: Gallons Per Square Feet per Minute Maximum Filtration Rate: Gallons Per Square Feet per Minute Average Wash Water Use: Percent of Treated Water Chemical Data Chlorine on hand: 12,000 tb. Est. supply: Primary Coagulant (Ferric Chloride) on hand: — 410,000 Ib. Est. supply: Lime (CaO) on hand: 257 tons. Est. supply: Fluoride on Hand: 16,630 Ib. Est. supply: Cost of All Chemicals per Million Gallons: nia dollars Total Power Cost per Million Gallons: nia dollars Remarks Confluence Point # 1 (N) Confluence Point # 2 (S) Number of filter confluence samples > 0.3 NTU: iy i) Number of filter confluence samples collected: 244 242 Percent of filter confluence samples > 0.3 NTU: 0.0% 0.0% Number of filter confluence samples > 1 NTU 0 0 Did any individual filter exceed: 4.0 NTU in two consecutive measurements taken 15 minutes apart? NO If yes, attach specific filter(s) information and indicate required follow-up status. 0.5 NTU in two consecutive measurements taken 15 minutes apart after 4 hours of operation? NO if yes, atlach specific filter(s) information and indicate required follow-up status. 1.0 NTU In two consecutive measurements taken 15 minutes apart for 3 consecutive months? NO (f yes, attach specific filter(s) information and indicate required follow-up status, 2.0 NTU in two consecutive measurements taken 15 minutes apart for 2 consecutive months? NO If yes, attach specific filter(s) information and indicate required follow-up status. Was continuous (every 15 minutes) filter monitoring equipment off-line during the month? NO lf yes, indicate date(s), duration, and individual filter grab sampling frequency on a separate sheet. Did POE disinfectant residual fall below 0.2 ppm during the month? If yes, indicate date(s) and duration on a separate sheet. Was minimum C*T credit achieved for the entire month? ff na, indicate on a separate sheet the date(s) not achieved. Was continuous POE chiorine residual monitoring equipment off-line during the month? If yes, indicate date(s) and duration on a separate sheet. xxxEND_PAGE:deq04_b076_2599_2966_028 Coagulation Parameters & Softening Chemical Application Million Gallons Treated [as ar | | 19.0 20.4 115.0 18.8 18.1 109.0 18.9 17.5 122.0 City of Flint Water Treatment Plant = January 2015 Page 2 WSSN: 2310 4a? es Units ee Settler} Applied Effluent Avg. oe nw 18.8 16.7 421.0 45 16.1 16.6 435.0 12.3 14.9 151.0 16.8 159.0 18,0 164.0 1,43 1.38 8.2 1.36 9.0 1.641 8.4 “ 77 18.5 144 17.8 18.6 187 Tae | = fee 418.5 15.3 16.9 19.0 21.0 Total xxxEND_PAGE:deq04_b076_2599_2966_029 Filter turbidity City of Flint Water Treatment Plant January 2015 Page 3 WSSN: 2310 Turbidity, Units Confluence Point. No.4 (N) North Confluence Point. No.2 (S) South o | 2 | 3 | 8 6 =m 9 = 8 8 | <= 8 8 8 & a] <— = n 0.07 0.06 0.42 0.07 0.09 o.os | 0.09 0 ’ 8 0.07 0.08 0,07 13 -|-|-|-1-]-[-[-1-1° -|-[el=|-[¢|- -|>[-]>[-l-[-[- f=) S11 § cj x BS ti) ~ qq — oe 0.68 0.11 0.07 9 | 007 | 0.09 | 0.07 0 8 007 | 0.08 0.07 4 8 0.41 0.07 0.08 | 0.10 0.07 0.08 | 0.07 , 0.09 0.07 | 0.09 0.08 os | 0.14 oor | oo | 0.07 | 0.08 0.07 0.08 8 oor | oos | 6 | 8 oos | o11 | 6 | 0.11 Ps [oe [Lo | 0.07 Ded @ N N -|-|-)~1+/-]-[-[-}- -|=|-le/*|=[+|=!-|>[-[> e\lsc 2 Q)e -|-|-]- o Q xxxEND_PAGE:deq04_b076_2599_2966_030 Page 4 >]; 2 Chlorine Resldual (mgiL) 3 MG Well January 2015 2 a = i~J 3 8 B < c i= S 2 = o City of Flint Water Treatment Plant WSSN: 2310 Fluoridation & Chlorination a) N Nia - xxxEND_PAGE:deq04_b076_2599_2966_031 Chemical City of Flint Water Treatment Plant January 2015 Page 5 Analyses WSSN: 2310 Non-Carbonate ‘, Total Hardness as } Total Alkalinity as Hardness as CaCO3 Calcium as Ca2+ Magnesium as Chloride as C}- GaCO3 (mg/L) CaCO3 (mg/L) (mgiL) Mg2+ (mg/L) p | Raw | 7 2 | mea 1058 | 64.9 e7 | 49 tore | 6t7 | 156 : 729 | 29 : 115.4 70.5 58 7.98 7.75 8.01 8.24 7.68 1050 | 513 68.9 1010 | 481 | 185 fee [ae 106.6 113.0 = Dems [| xxxEND_PAGE:deq04_b076_2599_2966_032 Page 6 January 2015 WSSN: 2310 Total Coliform ‘City of Flint Water Treatment Plant Bacterlofogical & Physical Parameters Color Conductivity] plate MPN) Standard Plate Count = @ = £ = c= s a 8 3 = 53 5z of 5 c Z a = r~ 2 3 Sg & & = pid o & s £13 s e 8 a & S Q * 0 i=] i-4 E 8 a E 3 QR = 3 3 a B 2 =" 8 + xxxEND_PAGE:deq04_b076_2599_2966_033 Distribution System City of Flint Water Treatment Plant January 2015 Page 7 Monitoring WSSN: 2310 Free Chlorine Residual at Bacteriological Montioring Stations mg/! Date 1 7 cs Da [or [on [a3 [ae [or foe [oe] a = € 3 fea g WS a Py So 3m im a 10 = rio ~ cro o wa [as “| oO a}o elo = i) is == S Sp & = o > = = < [i uM N oe nw ie ee es amfajm eal = ery afa afafa > N ow] CIN] & alata = = Njajpn BS a = Ss 2 2 o N N N 2 a elo oa} Sine = o Distribution Sampte Summary Total # of routine distribution samples analyzed Total # of routine distribution samples required Distribution Bacteriological Summary ‘Total # of positive routine distribution samples Percent of routine distribution samples positive [oy See page 9 for positive sample information. Distribution Disinfectant Total Residual Summary Percentage of samples with a detectable disinfectant 400% residual Average disinfectant residual this month us oc = {>| xxxEND_PAGE:deq04_b076_2599_2966_034 Page 8 January 2015 City of Flint Water Treatment Plant Distribution System Monitoring WSSN: 2310 o}o 3 a a et N NT 2(2/= 2 a2 Total Chlorine Residual at Bacteriological Montioring Stations ma/l Distribution Disinfectant Total Residual Summary Percent samples with a detectable disinfectant residual 400% Average disinfectant residual this month xxxEND_PAGE:deq04_b076_2599_2966_035 Distribution City of Flint Water Treatment Plant January 2015 Page 9 System Monitoring WSSN: 2310 Positive Distribution Samples [= em [mn em A nes UO ESO Rs Se a po a ee ee =< | ee ee See LT po ——— ee | |} | | > ——_—— ——— es | [| ———_— 7 | ee es ee eee po a ee a Re a a ss ee a [| —————— xxxEND_PAGE:deq04_b076_2599_2966_036 NS NSE International 9 789 N. Dixboro Rd. Ann Arbor, MI 48105, USA 1-800.NSF.MARK | +1-734.769.8010 | ww.nsf.org ™ Live Safer