Return-Path: Received: from server.64xmedia.com by server.64xmedia.com with LMTP id mCLTHByc6mJVIwAAdUq3JA (envelope-from ); Wed, 03 Aug 2022 12:02:36 -0400 Return-path: Envelope-to: directory@aicenergycorp.com, jwilson@aicenergycorp.com Delivery-date: Wed, 03 Aug 2022 12:02:36 -0400 Received: from mta-231a.oxsus-vadesecure.net ([15.204.3.4]:57581 helo=nmtao201.oxsus-vadesecure.net) by server.64xmedia.com with esmtps (TLS1.2) tls TLS_ECDHE_RSA_WITH_AES_128_GCM_SHA256 (Exim 4.95) (envelope-from ) id 1oJGpQ-0002Lw-20; Wed, 03 Aug 2022 12:02:36 -0400 DKIM-Signature: v=1; a=rsa-sha256; bh=3XMdeyQraFPl5lfjSDyqx94Wf+/OuGI5D05ApR hL1Uw=; c=relaxed/relaxed; d=webcom.xion.oxcs.net; h=from:reply-to: subject:date:to:cc:resent-date:resent-from:resent-to:resent-cc: in-reply-to:references:list-id:list-help:list-unsubscribe: list-subscribe:list-post:list-owner:list-archive; q=dns/txt; s=mail1; t=1659542454; x=1660147254; b=U5xJJx7XooB9cgMH+HaIMMlaVMr8dB3ylJ+JIQqWp 7cryZDBBGsEHDOg6DnF3hJQ7uB/OQRWf5fw/edJdgDlsMPP76PsnHR6984+MZfXJfCJMBTM +oNcgn6nCM6+xVTbBzFUGKwWptvVtWMW5jJC8Vvxq+frnldAxw3zwPWPkXXtBzJTAYSqgAT oMCaLEIYOQ+wfdu576FsJM2BNBh2s2vEW4rNtbZ6JskGhP0zhPYE5Vf7a+qODdJ3/SIjjFK JEoPVbD0eCXTgHJrsN/DGT1FEaEr8eShKt21Gj2cU0Y1s8/17AWdUvSpRkpLUGwWlLX4uPP 4gTCuHhkNaPMfoKzA== Received: from proxy-7.proxy.cloudus.ewr.xion.oxcs.net ([24.230.175.2]) by smtp.oxsus-vadesecure.net ESMTP oxsus2nmtao01p with ngmta id 1bd9c02c-1707e11151c72647; Wed, 03 Aug 2022 16:00:53 +0000 From: To: "'Kahre, Eric'" Cc: , , References: In-Reply-To: Subject: TSS for the Missouri River Water Date: Wed, 3 Aug 2022 11:03:41 -0500 Message-ID: <000601d8a752$9b31f910$d195eb30$@keitu.com> MIME-Version: 1.0 Content-Type: multipart/mixed; boundary="----=_NextPart_000_000C_01D8A728.B2658E00" X-Mailer: Microsoft Outlook 16.0 Thread-Index: AdinUpR1SlNsYBL3T7CRgtBXdjyAVw== Content-Language: en-us Authentication-Results: oxsus-vadesecure.net; auth=pass smtp.auth=68@428034 smtp.mailfrom=kkeller@keitu.com; X-Spam-Status: No, score= X-Spam-Score: X-Spam-Bar: X-Ham-Report: X-Spam-Flag: NO This is a multipart message in MIME format. ------=_NextPart_000_000C_01D8A728.B2658E00 Content-Type: multipart/related; boundary="----=_NextPart_001_000D_01D8A728.B2658E00" ------=_NextPart_001_000D_01D8A728.B2658E00 Content-Type: multipart/alternative; boundary="----=_NextPart_002_000E_01D8A728.B2658E00" ------=_NextPart_002_000E_01D8A728.B2658E00 Content-Type: text/plain; charset="iso-8859-1" Content-Transfer-Encoding: quoted-printable Eric, attached is the information I sent to Randy Sipes. The Buford ND location has only gage data, the Lake Trenton data is not applicable. = Your idea of calling the Williston, ND water treatment plant for TSS data is reasonable. However, looking at aerial photographs, the amount of = settling and mixing between the intake and Williston may be significant. =20 =20 Contact info: Welcome to Williston, ND (cityofwilliston.com) =20 =20 Please let know if you have any questions. =20 Kris Keller=20 =20 =20 =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 From: kkeller@keitu.com =20 Sent: Monday, May 23, 2022 8:38 AM To: 'Sipes, Randall' Cc: 'Mehta, Manish' ; 'Rodriguez, Cesar' ; 'directory@aicenergycorp.com' ; 'rgrimes@aicenergycorp.com' Subject: RE: AIC - Total Dissolved Solids TDS for Missouri River Water =20 Recommend using this analysis for Buford, ND. Data is averaged in the attached email. =20 =20 Kris =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 From: Sipes, Randall >=20 Sent: Friday, May 20, 2022 3:58 PM To: kkeller@keitu.com =20 Cc: Mehta, Manish >; Rodriguez, Cesar > Subject: AIC - Total Dissolved Solids TDS for Missouri River Water Importance: High =20 Kris, =20 I have been all over the DEQ.ND.gov website and not finding any valid measurement of TDH for Missouri River to provide our Raw Water Treatment Unit vendor to use in his equipment design. Do you have a ppm or = should I use this 2009 TDS found for Lake Trenton, SW of Trenton, North Dakota. = I would infer these TDS numbers could be higher than the actual Missouri = River TDS since the river is flowing slow in the winter and faster turbidity = in the spring/summer months but with fresher water melted from higher elevations upstream. =20 =20 Results are highlighted below and TDS ranged from 385mg/L to 544mg/L = (385ppm to 544ppm). =20 =20 Station Information Station ID: 385516 Monitoring Site Description: Trenton Lake South Side of Trenton County Name: Williams 8 Digit HUC: 10110101 Waterbody Identification: ND-10110101-022-L_00 Surface Water Type: Lake (Deepest) Data Type: Lake Profile and Water Chemistry Data Analyte Group: General Chemistry;Nutrients;Chlorophyll;Trace Elements;Sediment;Field Measurement; https://deq.nd.gov/wq/3_Watershed_Mgmt/SWDataApp/station/stationdetails.h= tml ?siteid=3D385516 =09 =09 =09 =09 =09 Water Chemistry Results - #385516 =09 Parameter Units Date Time Results Depth (m) Lower Detection Level Comments =09 Dissolved Solids(C)-Total mg/L 2009-5-21 10:00 496 0.923 NULL =20 =09 Dissolved Solids(C)-Total mg/L 2009-7-16 10:00 385 0.923 NULL =20 =09 Dissolved Solids(C)-Total mg/L 2009-9-15 12:20 544 0.923 NULL =20 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 Water Chemistry Summary - #385516 =09 Parameter Period Records Min Max Median Mean Std Dev Pct 10th Pct 25th Pct 75th Pct 90th Unit of Measure Alkalinity (CaCO3)(Total) 2009-05-21 to 2009-09-15 3 175 212 193.5 188 20.809 0.4 1 3 3.6 =09 Aluminum (Al) 2009-05-21 to 2009-09-15 3 870 1460 1165 1180 296.142 0.4 1 3 3.6 =09 Ammonia (N) 2009-05-21 to 2009-09-15 3 0.015 0.015 0.015 0.015 0 0.4 1 3 3.6 =09 Ammonia (N)-Dissolved 2009-05-21 to 2009-09-15 3 0.015 0.015 0.015 0.015 0 0.4 1 3 3.6 =09 Anion Sum 2009-05-21 to 2009-09-15 3 6.704 9.102 7.903 7.979 1.206 0.4 1 3 3.6 =09 Antimony (Sb) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Arsenic (As) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Barium (Ba) 2009-05-21 to 2009-09-15 3 73.5 80.4 76.95 76.4 3.579 0.4 1 3 3.6 =09 Beryllium (Be) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Bicarbonate (HCO3) 2009-05-21 to 2009-09-15 3 204 246 225 220 22.716 0.4 1 3 3.6 =09 Boron (B) 2009-05-21 to 2009-09-15 3 147 165 156 155 9.165 0.4 1 3 3.6 =09 Cadmium (Cd) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Calcium (Ca) 2009-05-21 to 2009-09-15 3 50 62.7 56.35 56.267 6.352 0.4 1 3 3.6 =09 Carbonate (CO3) 2009-05-21 to 2009-09-15 3 2 6 4 4.667 2.309 0.4 1 3 3.6 =09 Cation Sum 2009-05-21 to 2009-09-15 3 6.718 9.496 8.107 8.333 1.443 0.4 1 3 3.6 =09 Chloride 2009-05-21 to 2009-09-15 3 9.1 10.2 9.65 9.743 0.573 0.4 1 3 3.6 =09 Chlorophyll A 2009-05-21 to 2009-09-15 3 13.5 33.1 23.3 15.533 13.859 0.4 1 3 3.6 =09 Chlorophyll B 2009-05-21 to 2009-09-15 3 2.17 3.31 2.74 1.827 0.806 0.4 1 3 3.6 =09 Chromium (Cr) 2009-05-21 to 2009-09-15 3 2.5 6.92 4.71 3.973 2.552 0.4 1 3 3.6 =09 Conductivity 2009-05-21 to 2009-09-15 3 626 860 743 755.333 118.934 0.4 1 3 3.6 =09 Copper (Cu) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Difference 2009-05-21 to 2009-09-15 3 0.014 0.652 0.333 0.353 0.321 0.4 1 3 3.6 =09 Diss Ammonia/TKN Check 2009-05-21 to 2009-09-15 3 0.4 1 3 3.6 =09 Dissolved Phosphorus as P 2009-05-21 to 2009-09-15 3 0.002 0.015 0.009 0.007 0.007 0.4 1 3 3.6 =09 Dissolved Solids(C)-Total 2009-05-21 to 2009-09-15 3 385 544 464.5 475 81.554 0.4 1 3 3.6 =20 mg/L Hardness Total (as CaCO3) 2009-05-21 to 2009-09-15 3 206 261 233.5 234.333 27.538 0.4 1 3 3.6 =09 =20 =20 =20 =20 =20 =20 Best Regards, =20 Randy Sipes _____ =20 randy.sipes@englobal.com | = englobal.com O: 281-878-1002 Direct | M: 281-546-7658=20 ENGlobal 11740 Katy Fwy | Energy Tower III | Suite 1100 =20 =20 =20 From: Sipes, Randall=20 Sent: Wednesday, May 18, 2022 1:27 PM To: kkeller@keitu.com =20 Cc: rgrimes@aicenergycorp.com ; directory@aicenergycorp.com ; = 'Kathleen M Spilman' >; Wells, Tim >; Pham, Nhu > Subject: RE: AIC Utility Questions - OSBL Status 5/18/22 =20 Howdy Kris, =20 Good to chat again=85.it has been a couple weeks sent we sent you the = flange counts and other data for sources of fugitive emissions. We assume = that data is what you needed for that effort and didn=92t hear back. We have = been working on getting P&IDs drawn for the OSBL utilities and focused on = getting the data sheets & RFQ packages out for the following key OSBL equipment: =20 * Raw Water Treatment Unit * Flow rates are conflicting between Richard, HT and 3rd part engineer=92s report. Currently the highest flow rate I have seen is = just under 1,300gpm. Until we finalize the true required rates for Demin = Water, Reverse Osmosis, Filtered Water, supplemental FW supply, and potable = water for eye stations and plant restrooms, our requisition will state the = unit be sized for 1,500gpm. Discussions last Friday with a vendor (Veolia) = indicate that flow rate fits within the parameters of their typical modular/skid = type of system. =20 =20 * Auxiliary Steam Boiler=20 * This package is currently in development by our Sr Process Eng and we should be able to provide a prelim mass & energy data you are = requesting, that is being used to determine the boiler sizing. Back to you as soon = as possible with his information. =20 * Cooling Tower Package * This package development effort began yesterday with our rotating equipment engineer being on-boarded to the OSBL team. Similar conflicts = in flowrate and demand as stated above in the raw water efforts. We can provide a prelim energy & mass demand with estimated drift upon = finalizing that number to be used in the cooling tower sizing effort. The drift = and make-up water will be significant based on the conversation you and I = had a couple weeks ago with a typical N. Dakota dew point in the 40=B0F range. = This sentiment was also echoed by the raw water vendor. =20 =20 * Fire Water Protection * Instrument Air Package =20 Vendor Data quotes and details about any chemical injection and vendor requirements about winterization should begin arriving in early June. = We will have more details then, but will provide you info as we complete = the RFQ packages so you can continue to progress your permitting efforts.=20 =20 =20 Best Regards, =20 Randy Sipes _____ =20 randy.sipes@englobal.com | = englobal.com O: 281-878-1002 Direct | M: 281-546-7658=20 ENGlobal 11740 Katy Fwy | Energy Tower III | Suite 1100 =20 =20 =20 From: Pham, Nhu=20 Sent: Wednesday, May 18, 2022 11:39 AM To: kkeller@keitu.com =20 Cc: rgrimes@aicenergycorp.com ; directory@aicenergycorp.com ; = 'Kathleen M Spilman' >; Sipes, = Randall >; Wells, = Tim > Subject: RE: AIC Utility Questions =20 Hi Kris, =20 Thanks for reaching out. I copied Tim Wells and Randy Sipes here for information. Tim is now our Project Director took over for Robert, and = Randy is our PM on the OSBL. Randy and I will discuss and get back to you. =20 From: kkeller@keitu.com >=20 Sent: Wednesday, May 18, 2022 11:28 AM To: Pham, Nhu > Cc: rgrimes@aicenergycorp.com ; directory@aicenergycorp.com ; = 'Kathleen M Spilman' > Subject: AIC Utility Questions =20 Nhu, I have a couple of questions on the utilities side of the AIC = Trenton project for a number of operating permits. Would you have time to = discuss or direct me to a contact person? =20 Here are the initial questions: =20 Raw water treatment inflow & outflow =96 mass & energy balance would be = ideal Outflow specifically to the waste water treatment = facility =20 Auxiliary steam boiler size & efficiency Expected mass & energy balance =20 Cooling tower selection (wet or dry). If wet, drift loss, blowdown rate, make-up rate, = chemical usage If dry, chemical usage, blowdown rate =96 if any =20 Overall utility mass & energy balance =20 Thank you for your assistance. =20 Kris Keller =20 =20 =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 ------=_NextPart_002_000E_01D8A728.B2658E00 Content-Type: text/html; charset="iso-8859-1" Content-Transfer-Encoding: quoted-printable

Eric, attached is the = information I sent to Randy Sipes.=A0 The Buford ND location has only = gage data, the Lake Trenton data is not applicable.=A0 Your idea of = calling the Williston, ND water treatment plant for TSS data is = reasonable.=A0 However, looking at aerial photographs, the amount of = settling and mixing between the intake and Williston may be = significant.=A0 =A0=A0

 

Contact = info: Welcome to Williston, ND = (cityofwilliston.com)

 

Please let = know if you have any questions.

 

Kris Keller =

 

 

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

From: kkeller@keitu.com = <kkeller@keitu.com>
Sent: Monday, May 23, 2022 8:38 = AM
To: 'Sipes, Randall' = <randy.sipes@englobal.com>
Cc: 'Mehta, Manish' = <manish.mehta@englobal.com>; 'Rodriguez, Cesar' = <Cesar.rodriguez@englobal.com>; 'directory@aicenergycorp.com' = <directory@aicenergycorp.com>; 'rgrimes@aicenergycorp.com' = <rgrimes@aicenergycorp.com>
Subject: RE: AIC - Total = Dissolved Solids TDS for Missouri River = Water

 

Recommend = using this analysis for Buford, ND.  Data is averaged in the = attached email. 

 

Kris

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

From: Sipes, Randall <randy.sipes@englobal.com>=
Sent: Friday, May 20, 2022 3:58 PM
To: kkeller@keitu.com
Cc: = Mehta, Manish <manish.mehta@englobal.com&g= t;; Rodriguez, Cesar <Cesar.rodriguez@englobal.com= >
Subject: AIC - Total Dissolved Solids TDS for = Missouri River Water
Importance: = High

 

Kris,

 

I have = been all over the DEQ.ND.gov website and not finding any valid = measurement of TDH for Missouri River to provide our Raw Water = Treatment Unit vendor to use in his equipment design.   Do you = have a ppm or should I use this 2009 TDS found for Lake Trenton, SW of = Trenton, North Dakota.   I would infer these TDS numbers could = be higher than the actual Missouri River TDS since the river is flowing = slow in the winter and faster turbidity in the spring/summer months but = with fresher water melted from higher elevations upstream.  =

 

Results = are highlighted below and TDS ranged from 385mg/L to 544mg/L (385ppm to = 544ppm).

 

 

Station = Information
Station ID: 385516
Monitoring Site Description: = Trenton Lake South Side of Trenton
County Name: Williams
8 Digit = HUC: 10110101
Waterbody Identification: = ND-10110101-022-L_00
Surface Water Type: Lake (Deepest)
Data Type: = Lake Profile and Water Chemistry Data
Analyte Group: General = Chemistry;Nutrients;Chlorophyll;Trace Elements;Sediment;Field = Measurement;           = https://deq.nd.gov/wq/3_Watershed_Mgmt/SWDat= aApp/station/stationdetails.html?siteid=3D385516

<= td width=3D68 nowrap valign=3Dbottom style=3D'width:50.8pt;padding:0in = 5.4pt 0in 5.4pt;height:13.85pt'>

Water = Chemistry Results - #385516

Parameter

Units

Date

Time

Results

Depth = (m)

Lower Detection Level

Comments

Dissolved = Solids(C)-Total

mg/L

2009-5-21

10:00

496

0.923

NULL

 

Dissolved = Solids(C)-Total

mg/L

2009-7-16

10:00

385

0.923

NULL

 

Dissolved = Solids(C)-Total

mg/L

2009-9-15

12:20

544

0.923

NULL

 

Water = Chemistry Summary - #385516

Parameter

Period

Records

Min

Max

Median

Mean

Std = Dev

Pct 10th

Pct = 25th

Pct 75th

Pct = 90th

Unit of Measure

Alkalinity (CaCO3)(Total)

2009-05-21 to = 2009-09-15

3

175

212

193.5

188

20.809

0.4

1

3

3.6

Aluminum = (Al)

2009-05-21 to 2009-09-15

3

870

1460

1165

1180

296.142

0.4

1

3

3.6

Ammonia = (N)

2009-05-21 to 2009-09-15

3

0.015

0.015

0.015

0.015

0

0.4

1

3

3.6

Ammonia = (N)-Dissolved

2009-05-21 to 2009-09-15

3

0.015

0.015

0.015

0.015

0

0.4

1

3

3.6

Anion = Sum

2009-05-21 to 2009-09-15

3

6.704

9.102

7.903

7.979

1.206

0.4

1

3

3.6

Antimony = (Sb)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Arsenic = (As)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Barium = (Ba)

2009-05-21 to 2009-09-15

3

73.5

80.4

76.95

76.4

3.579

0.4

1

3

3.6

Beryllium = (Be)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Bicarbonate = (HCO3)

2009-05-21 to 2009-09-15

3

204

246

225

220

22.716

0.4

1

3

3.6

Boron = (B)

2009-05-21 to 2009-09-15

3

147

165

156

155

9.165

0.4

1

3

3.6

Cadmium = (Cd)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Calcium = (Ca)

2009-05-21 to 2009-09-15

3

50

62.7

56.35

56.267

6.352

0.4

1

3

3.6

Carbonate = (CO3)

2009-05-21 to 2009-09-15

3

2

6

4

4.667

2.309

0.4

1

3

3.6

Cation = Sum

2009-05-21 to 2009-09-15

3

6.718

9.496

8.107

8.333

1.443

0.4

1

3

3.6

Chloride

2009-05-21 to = 2009-09-15

3

9.1

10.2

9.65

9.743

0.573

0.4

1

3

3.6

Chlorophyll = A

2009-05-21 to 2009-09-15

3

13.5

33.1

23.3

15.533

13.859

0.4

1

3

3.6

Chlorophyll = B

2009-05-21 to 2009-09-15

3

2.17

3.31

2.74

1.827

0.806

0.4

1

3

3.6

Chromium = (Cr)

2009-05-21 to 2009-09-15

3

2.5

6.92

4.71

3.973

2.552

0.4

1

3

3.6

Conductivity

2009-05-21 to = 2009-09-15

3

626

860

743

755.333

118.934

0.4

1

3

3.6

Copper = (Cu)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Difference

2009-05-21 to = 2009-09-15

3

0.014

0.652

0.333

0.353

0.321

0.4

1

3

3.6

Diss Ammonia/TKN = Check

2009-05-21 to 2009-09-15

3

0.4

1

3

3.6

Dissolved = Phosphorus as P

2009-05-21 to = 2009-09-15

3

0.002

0.015

0.009

0.007

0.007

0.4

1

3

3.6

Dissolved = Solids(C)-Total

2009-05-21 to = 2009-09-15

3

385

544

464.5

475

81.554

0.4

1

3

3.6

 

mg/L

Hardness Total (as CaCO3)

2009-05-21 to = 2009-09-15

3

206

261

233.5

234.333

27.538

0.4

1

3

3.6

 

 

 

 

 

 

Best Regards,

 

Randy Sipes<= o:p>

randy.sipes@englobal.com  | englobal.com<= o:p>

O: 281-878-1002 Direct  |  M: 281-546-7658 <= o:p>

ENGlobal

11740 Katy Fwy | Energy Tower III | Suite 1100   

 

From: Sipes, Randall =
Sent: Wednesday, May 18, 2022 1:27 PM
To: kkeller@keitu.com
Cc: rgrimes@aicenergycorp.com; = directory@aicenergycorp.com; 'Kathleen M Spilman' <kspilman@keitu.com>; Wells, = Tim <tim.wells@englobal.com>; = Pham, Nhu <nhu.pham@englobal.com>
Subject: RE: AIC Utility Questions - OSBL Status = 5/18/22

 

Howdy = Kris,

 

Good to = chat again….it has been a couple weeks sent we sent you the flange = counts and other data for sources of fugitive emissions.   We = assume that data is what you needed for that effort and didn’t = hear back.  We have been working on getting P&IDs drawn for the = OSBL utilities and focused on getting the data sheets & RFQ packages = out for the following key OSBL equipment:

 

  • Raw Water Treatment = Unit
    • Flow rates are conflicting between Richard, = HT and 3rd part engineer’s report.  Currently the = highest flow rate I have seen is just under 1,300gpm.  Until we = finalize the true required rates for Demin Water, Reverse Osmosis, = Filtered Water, supplemental FW supply, and potable water for eye = stations and plant restrooms, our requisition will state the unit be = sized for 1,500gpm.  Discussions last Friday with a vendor (Veolia) = indicate that flow rate fits within the parameters of their typical = modular/skid type of system.   =

 

  • Auxiliary Steam Boiler =
    • This package is currently in development by = our Sr Process Eng and we should be able to provide a prelim mass & = energy data you are requesting, that is being used to determine the = boiler sizing.  Back to you as soon as possible with his = information.

 

  • Cooling Tower = Package
    • This package development effort began = yesterday with our rotating equipment engineer being on-boarded to the = OSBL team.  Similar conflicts in flowrate and demand as stated = above in the raw water efforts.  We can provide a prelim energy = & mass demand with estimated drift upon finalizing that number to be = used in the cooling tower sizing effort.  The drift and make-up = water will be significant based on the conversation you and I had a = couple weeks ago with a typical N. Dakota dew point in the 40=B0F = range.  This sentiment was also echoed by the raw water = vendor. 

 

  • Fire Water = Protection
  • Instrument Air = Package

 

Vendor = Data quotes and details about any chemical injection and vendor = requirements about winterization should begin arriving in early = June.  We will have more details then, but will provide you info as = we complete the RFQ packages so you can continue to progress your = permitting efforts.

 

 

Best Regards,

 

Randy Sipes<= o:p>

randy.sipes@englobal.com  | englobal.com<= o:p>

O: 281-878-1002 Direct  |  M: 281-546-7658 <= o:p>

ENGlobal

11740 Katy Fwy | Energy Tower III | Suite 1100   

 

From: Pham, Nhu =
Sent: Wednesday, May 18, 2022 11:39 AM
To: kkeller@keitu.com
Cc: rgrimes@aicenergycorp.com; = directory@aicenergycorp.com; 'Kathleen M Spilman' <kspilman@keitu.com>; Sipes, = Randall <randy.sipes@englobal.com>= ; Wells, Tim <tim.wells@englobal.com>
= Subject: RE: AIC Utility Questions

 

Hi = Kris,

 

Thanks for reaching out. I copied Tim Wells and Randy = Sipes here for information. Tim is now our Project Director took over = for Robert, and Randy is our PM on the OSBL. Randy and I will discuss = and get back to you.

 

From: kkeller@keitu.com <kkeller@keitu.com> =
Sent: Wednesday, May 18, 2022 11:28 AM
To: Pham, = Nhu <nhu.pham@englobal.com>
Cc: rgrimes@aicenergycorp.com; = directory@aicenergycorp.com; 'Kathleen M Spilman' <kspilman@keitu.com>
Subje= ct: AIC Utility Questions

 

Nhu, I have = a couple of questions on the utilities side of the AIC Trenton project = for a number of operating permits.  Would you have time to discuss = or direct me to a contact person?

 

Here are the = initial questions:

 

Raw water = treatment inflow & outflow – mass & energy balance would = be ideal

         &= nbsp;      Outflow specifically to the waste = water treatment facility

 

Auxiliary = steam boiler size & efficiency

         &= nbsp;      Expected mass & energy = balance

 

Cooling tower selection (wet or dry).

         &= nbsp;      If wet, drift loss, blowdown rate, = make-up rate, chemical usage

         &= nbsp;      If dry, chemical usage, blowdown = rate – if any

 

Overall = utility mass & energy balance

 

Thank you = for your assistance.

 

Kris = Keller

 

 

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

3D"KECI<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

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QAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFA BRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAF FFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUU UUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRR QAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFA BRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAF FFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUU UUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRR QAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFA BRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAF FFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUU UUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRR QAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFA BRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAF FFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQAUUUUAFFFFABRRRQB//2Q== ------=_NextPart_000_000C_01D8A728.B2658E00 Content-Type: message/rfc822 Content-Transfer-Encoding: 7bit Content-Disposition: attachment From: To: "'Sipes, Randall'" References: In-Reply-To: Subject: RE: AIC - Total Suspended Solids TSS for Missouri River Water Date: Mon, 6 Jun 2022 13:40:48 -0500 MIME-Version: 1.0 Content-Type: multipart/related; boundary="----=_NextPart_000_0007_01D8A728.B263B940" X-Mailer: Microsoft Outlook 16.0 Thread-Index: AQJpZ1JNsmXEGF3oW+KaWZJ/s9aM26wgoFmwgAA6veA= Content-Language: en-us This is a multipart message in MIME format. ------=_NextPart_000_0007_01D8A728.B263B940 Content-Type: multipart/alternative; boundary="----=_NextPart_001_0008_01D8A728.B263B940" ------=_NextPart_001_0008_01D8A728.B263B940 Content-Type: text/plain; charset="iso-8859-1" Content-Transfer-Encoding: quoted-printable Randy, the numbers are TSS, not TDS. =20 =20 TSS is in mg/L =20 Kris =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 From: kkeller@keitu.com =20 Sent: Monday, June 6, 2022 1:38 PM To: 'Sipes, Randall' Subject: RE: AIC - Total Suspended Solids TSS for Missouri River Water =20 Randy, the TSS numbers from the nearest USGS site are an average of 448 = mg/L with a peak of 9080 mg/L. =20 Below is a table for the annual distribution of TSS for the nearest USGS site. High run-off events and farming activities (planting/harvesting) greatly influence the TSS in the river water. The water is from the Yellowstone river, which historically has a higher sedimentary load over = the Missouri, given the Ft. Peck reservoir acts as a settling basin. So = think of these numbers as a conservative approach. Please let me know if = there are any questions. =20 TDS mg/L =09 =09 Avg STDEV MIN MAX Jan 58 59 5 253 Feb 108 113 9 443 Mar 815 972 55 4060 Apr 288 455 35 2710 May 1143 1590 39 9080 Jun 943 930 73 5430 Jul 359 562 40 4280 Aug 174 332 13 2740 Sep 1106 2203 19 8800 Oct 260 765 14 5890 Nov 83 140 11 804 Dec 44 37 9 174 =09 Annual 448 667 5 9080 =20 =20 =20 =20 =20 =20 Kris Keller=20 =20 =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 From: Sipes, Randall >=20 Sent: Thursday, June 2, 2022 4:21 PM To: kkeller@keitu.com =20 Subject: AIC - Total Suspended Solids TSS for Missouri River Water Importance: High =20 Kris, =20 I was able to get the RWTU package out for quote last week, one of the vendors has comeback with a clarification. You and I were able to come = up with the Total Dissolved Solids (TDS), now I am looking for a Total Suspended Solids (TSS) range for the vendor. Is there a number Keitu = has used or can you point me to a USGS site we can use as our baseline ? =20 =20 Best Regards, =20 Randy Sipes _____ =20 randy.sipes@englobal.com | = englobal.com O: 281-878-1002 Direct | M: 281-546-7658=20 ENGlobal 11740 Katy Fwy | Energy Tower III | Suite 1100 =20 =20 =20 From: kkeller@keitu.com [mailto:kkeller@keitu.com]=20 Sent: Monday, May 23, 2022 8:38 AM To: Sipes, Randall > Cc: Mehta, Manish >; Rodriguez, Cesar >; directory@aicenergycorp.com ; rgrimes@aicenergycorp.com =20 Subject: RE: AIC - Total Dissolved Solids TDS for Missouri River Water =20 Recommend using this analysis for Buford, ND. Data is averaged in the attached email. =20 =20 Kris =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 From: Sipes, Randall >=20 Sent: Friday, May 20, 2022 3:58 PM To: kkeller@keitu.com =20 Cc: Mehta, Manish >; Rodriguez, Cesar > Subject: AIC - Total Dissolved Solids TDS for Missouri River Water Importance: High =20 Kris, =20 I have been all over the DEQ.ND.gov website and not finding any valid measurement of TDH for Missouri River to provide our Raw Water Treatment Unit vendor to use in his equipment design. Do you have a ppm or = should I use this 2009 TDS found for Lake Trenton, SW of Trenton, North Dakota. = I would infer these TDS numbers could be higher than the actual Missouri = River TDS since the river is flowing slow in the winter and faster turbidity = in the spring/summer months but with fresher water melted from higher elevations upstream. =20 =20 Results are highlighted below and TDS ranged from 385mg/L to 544mg/L = (385ppm to 544ppm). =20 =20 Station Information Station ID: 385516 Monitoring Site Description: Trenton Lake South Side of Trenton County Name: Williams 8 Digit HUC: 10110101 Waterbody Identification: ND-10110101-022-L_00 Surface Water Type: Lake (Deepest) Data Type: Lake Profile and Water Chemistry Data Analyte Group: General Chemistry;Nutrients;Chlorophyll;Trace Elements;Sediment;Field Measurement; https://deq.nd.gov/wq/3_Watershed_Mgmt/SWDataApp/station/stationdetails.h= tml ?siteid=3D385516 =09 =09 =09 =09 =09 Water Chemistry Results - #385516 =09 Parameter Units Date Time Results Depth (m) Lower Detection Level Comments =09 Dissolved Solids(C)-Total mg/L 2009-5-21 10:00 496 0.923 NULL =20 =09 Dissolved Solids(C)-Total mg/L 2009-7-16 10:00 385 0.923 NULL =20 =09 Dissolved Solids(C)-Total mg/L 2009-9-15 12:20 544 0.923 NULL =20 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 =09 Water Chemistry Summary - #385516 =09 Parameter Period Records Min Max Median Mean Std Dev Pct 10th Pct 25th Pct 75th Pct 90th Unit of Measure Alkalinity (CaCO3)(Total) 2009-05-21 to 2009-09-15 3 175 212 193.5 188 20.809 0.4 1 3 3.6 =09 Aluminum (Al) 2009-05-21 to 2009-09-15 3 870 1460 1165 1180 296.142 0.4 1 3 3.6 =09 Ammonia (N) 2009-05-21 to 2009-09-15 3 0.015 0.015 0.015 0.015 0 0.4 1 3 3.6 =09 Ammonia (N)-Dissolved 2009-05-21 to 2009-09-15 3 0.015 0.015 0.015 0.015 0 0.4 1 3 3.6 =09 Anion Sum 2009-05-21 to 2009-09-15 3 6.704 9.102 7.903 7.979 1.206 0.4 1 3 3.6 =09 Antimony (Sb) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Arsenic (As) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Barium (Ba) 2009-05-21 to 2009-09-15 3 73.5 80.4 76.95 76.4 3.579 0.4 1 3 3.6 =09 Beryllium (Be) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Bicarbonate (HCO3) 2009-05-21 to 2009-09-15 3 204 246 225 220 22.716 0.4 1 3 3.6 =09 Boron (B) 2009-05-21 to 2009-09-15 3 147 165 156 155 9.165 0.4 1 3 3.6 =09 Cadmium (Cd) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Calcium (Ca) 2009-05-21 to 2009-09-15 3 50 62.7 56.35 56.267 6.352 0.4 1 3 3.6 =09 Carbonate (CO3) 2009-05-21 to 2009-09-15 3 2 6 4 4.667 2.309 0.4 1 3 3.6 =09 Cation Sum 2009-05-21 to 2009-09-15 3 6.718 9.496 8.107 8.333 1.443 0.4 1 3 3.6 =09 Chloride 2009-05-21 to 2009-09-15 3 9.1 10.2 9.65 9.743 0.573 0.4 1 3 3.6 =09 Chlorophyll A 2009-05-21 to 2009-09-15 3 13.5 33.1 23.3 15.533 13.859 0.4 1 3 3.6 =09 Chlorophyll B 2009-05-21 to 2009-09-15 3 2.17 3.31 2.74 1.827 0.806 0.4 1 3 3.6 =09 Chromium (Cr) 2009-05-21 to 2009-09-15 3 2.5 6.92 4.71 3.973 2.552 0.4 1 3 3.6 =09 Conductivity 2009-05-21 to 2009-09-15 3 626 860 743 755.333 118.934 0.4 1 3 3.6 =09 Copper (Cu) 2009-05-21 to 2009-09-15 3 2.5 2.5 2.5 2.5 0 0.4 1 3 3.6 =09 Difference 2009-05-21 to 2009-09-15 3 0.014 0.652 0.333 0.353 0.321 0.4 1 3 3.6 =09 Diss Ammonia/TKN Check 2009-05-21 to 2009-09-15 3 0.4 1 3 3.6 =09 Dissolved Phosphorus as P 2009-05-21 to 2009-09-15 3 0.002 0.015 0.009 0.007 0.007 0.4 1 3 3.6 =09 Dissolved Solids(C)-Total 2009-05-21 to 2009-09-15 3 385 544 464.5 475 81.554 0.4 1 3 3.6 =20 mg/L Hardness Total (as CaCO3) 2009-05-21 to 2009-09-15 3 206 261 233.5 234.333 27.538 0.4 1 3 3.6 =09 =20 =20 =20 =20 =20 =20 Best Regards, =20 Randy Sipes _____ =20 randy.sipes@englobal.com | = englobal.com O: 281-878-1002 Direct | M: 281-546-7658=20 ENGlobal 11740 Katy Fwy | Energy Tower III | Suite 1100 =20 =20 =20 From: Sipes, Randall=20 Sent: Wednesday, May 18, 2022 1:27 PM To: kkeller@keitu.com =20 Cc: rgrimes@aicenergycorp.com ; directory@aicenergycorp.com ; = 'Kathleen M Spilman' >; Wells, Tim >; Pham, Nhu > Subject: RE: AIC Utility Questions - OSBL Status 5/18/22 =20 Howdy Kris, =20 Good to chat again=85.it has been a couple weeks sent we sent you the = flange counts and other data for sources of fugitive emissions. We assume = that data is what you needed for that effort and didn=92t hear back. We have = been working on getting P&IDs drawn for the OSBL utilities and focused on = getting the data sheets & RFQ packages out for the following key OSBL equipment: =20 * Raw Water Treatment Unit * Flow rates are conflicting between Richard, HT and 3rd part engineer=92s report. Currently the highest flow rate I have seen is = just under 1,300gpm. Until we finalize the true required rates for Demin = Water, Reverse Osmosis, Filtered Water, supplemental FW supply, and potable = water for eye stations and plant restrooms, our requisition will state the = unit be sized for 1,500gpm. Discussions last Friday with a vendor (Veolia) = indicate that flow rate fits within the parameters of their typical modular/skid = type of system. =20 =20 * Auxiliary Steam Boiler=20 * This package is currently in development by our Sr Process Eng and we should be able to provide a prelim mass & energy data you are = requesting, that is being used to determine the boiler sizing. Back to you as soon = as possible with his information. =20 * Cooling Tower Package * This package development effort began yesterday with our rotating equipment engineer being on-boarded to the OSBL team. Similar conflicts = in flowrate and demand as stated above in the raw water efforts. We can provide a prelim energy & mass demand with estimated drift upon = finalizing that number to be used in the cooling tower sizing effort. The drift = and make-up water will be significant based on the conversation you and I = had a couple weeks ago with a typical N. Dakota dew point in the 40=B0F range. = This sentiment was also echoed by the raw water vendor. =20 =20 * Fire Water Protection * Instrument Air Package =20 Vendor Data quotes and details about any chemical injection and vendor requirements about winterization should begin arriving in early June. = We will have more details then, but will provide you info as we complete = the RFQ packages so you can continue to progress your permitting efforts.=20 =20 =20 Best Regards, =20 Randy Sipes _____ =20 randy.sipes@englobal.com | = englobal.com O: 281-878-1002 Direct | M: 281-546-7658=20 ENGlobal 11740 Katy Fwy | Energy Tower III | Suite 1100 =20 =20 =20 From: Pham, Nhu=20 Sent: Wednesday, May 18, 2022 11:39 AM To: kkeller@keitu.com =20 Cc: rgrimes@aicenergycorp.com ; directory@aicenergycorp.com ; = 'Kathleen M Spilman' >; Sipes, = Randall >; Wells, = Tim > Subject: RE: AIC Utility Questions =20 Hi Kris, =20 Thanks for reaching out. I copied Tim Wells and Randy Sipes here for information. Tim is now our Project Director took over for Robert, and = Randy is our PM on the OSBL. Randy and I will discuss and get back to you. =20 From: kkeller@keitu.com >=20 Sent: Wednesday, May 18, 2022 11:28 AM To: Pham, Nhu > Cc: rgrimes@aicenergycorp.com ; directory@aicenergycorp.com ; = 'Kathleen M Spilman' > Subject: AIC Utility Questions =20 Nhu, I have a couple of questions on the utilities side of the AIC = Trenton project for a number of operating permits. Would you have time to = discuss or direct me to a contact person? =20 Here are the initial questions: =20 Raw water treatment inflow & outflow =96 mass & energy balance would be = ideal Outflow specifically to the waste water treatment = facility =20 Auxiliary steam boiler size & efficiency Expected mass & energy balance =20 Cooling tower selection (wet or dry). If wet, drift loss, blowdown rate, make-up rate, = chemical usage If dry, chemical usage, blowdown rate =96 if any =20 Overall utility mass & energy balance =20 Thank you for your assistance. =20 Kris Keller =20 =20 =20 Kristopher Keller, P.E. Senior Project Engineer ND & MT =20 =20 =20 1403 27th St. NW; PO Box 98 Mandan, ND 58554 (701) 667-1808 x116 (701) 260-9476 Mobile =20 =20 =20 ------=_NextPart_001_0008_01D8A728.B263B940 Content-Type: text/html; charset="iso-8859-1" Content-Transfer-Encoding: quoted-printable

Randy, the numbers are TSS, = not TDS.=A0

 

TSS is in mg/L

 

Kris

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

3D"KECI<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

From: kkeller@keitu.com = <kkeller@keitu.com>
Sent: Monday, June 6, 2022 1:38 = PM
To: 'Sipes, Randall' = <randy.sipes@englobal.com>
Subject: RE: AIC - Total = Suspended Solids TSS for Missouri River = Water

 

Randy, the = TSS numbers from the nearest USGS site are an average of 448 mg/L with a = peak of 9080 mg/L.

 

Below is a = table for the annual distribution of TSS for the nearest USGS = site.  High run-off events and farming activities = (planting/harvesting) greatly influence the TSS in the river = water.  The water is from the Yellowstone river, which historically = has a higher sedimentary load over the Missouri, given the Ft. Peck = reservoir acts as a settling basin.  So think of these numbers as a = conservative approach.  Please let me know if there are any = questions.

 

TDS

mg/L

Avg

STDEV

MIN

MAX

Jan

58

59

5

253

Feb

108

113

9

443

Mar

815

972

55

4060

Apr

288

455

35

2710

May

1143

1590

39

9080

Jun

943

930

73

5430

Jul

359

562

40

4280

Aug

174

332

13

2740

Sep

1106

2203

19

8800

Oct

260

765

14

5890

Nov

83

140

11

804

Dec

44

37

9

174

Annual

448

667

5

9080

 

 

 

 

 

 

Kris Keller

  

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

From: Sipes, Randall <randy.sipes@englobal.com>=
Sent: Thursday, June 2, 2022 4:21 PM
To: kkeller@keitu.com
Subject: AIC - Total Suspended Solids TSS for Missouri River = Water
Importance: High

 

Kris,

 

I was = able to get the RWTU package out for quote last week, one of the vendors = has comeback with a clarification.   You and I were able to = come up with the Total Dissolved Solids (TDS), now I am looking for a = Total Suspended Solids (TSS) range for the vendor.  Is there a = number Keitu has used or can you point me to a USGS site we can use as = our baseline ?

 

 

Best Regards,

 

Randy Sipes<= o:p>

randy.sipes@englobal.com  = | englobal.com<= o:p>

O: 281-878-1002 Direct  |  M: 281-546-7658 <= o:p>

ENGlobal

11740 Katy Fwy | Energy Tower III | Suite 1100   

 

From: kkeller@keitu.com [mailto:kkeller@keitu.com] =
Sent: Monday, May 23, 2022 8:38 AM
To: Sipes, = Randall <randy.sipes@englobal.com>=
Cc: Mehta, Manish <manish.mehta@englobal.com&g= t;; Rodriguez, Cesar <Cesar.rodriguez@englobal.com= >; directory@aicenergycorp.com; rgrimes@aicenergycorp.comSubject: RE: AIC - Total Dissolved Solids TDS for Missouri = River Water

 

Recommend = using this analysis for Buford, ND.  Data is averaged in the = attached email. 

 

Kris

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

From: Sipes, Randall <randy.sipes@englobal.com>=
Sent: Friday, May 20, 2022 3:58 PM
To: kkeller@keitu.com
Cc: = Mehta, Manish <manish.mehta@englobal.com&g= t;; Rodriguez, Cesar <Cesar.rodriguez@englobal.com= >
Subject: AIC - Total Dissolved Solids TDS for = Missouri River Water
Importance: = High

 

Kris,

 

I have = been all over the DEQ.ND.gov website and not finding any valid = measurement of TDH for Missouri River to provide our Raw Water = Treatment Unit vendor to use in his equipment design.   Do you = have a ppm or should I use this 2009 TDS found for Lake Trenton, SW of = Trenton, North Dakota.   I would infer these TDS numbers could = be higher than the actual Missouri River TDS since the river is flowing = slow in the winter and faster turbidity in the spring/summer months but = with fresher water melted from higher elevations upstream.  =

 

Results = are highlighted below and TDS ranged from 385mg/L to 544mg/L (385ppm to = 544ppm).

 

 

Station = Information
Station ID: 385516
Monitoring Site Description: = Trenton Lake South Side of Trenton
County Name: Williams
8 Digit = HUC: 10110101
Waterbody Identification: = ND-10110101-022-L_00
Surface Water Type: Lake (Deepest)
Data Type: = Lake Profile and Water Chemistry Data
Analyte Group: General = Chemistry;Nutrients;Chlorophyll;Trace Elements;Sediment;Field = Measurement;           = https://deq.nd.gov/wq/3_Watershed_Mgmt/SWDat= aApp/station/stationdetails.html?siteid=3D385516

Water = Chemistry Results - #385516

Parameter

Units

Date

Time

Results

Depth = (m)

Lower Detection Level

Comments

Dissolved = Solids(C)-Total

mg/L

2009-5-21

10:00

496

0.923

NULL

 

Dissolved = Solids(C)-Total

mg/L

2009-7-16

10:00

385

0.923

NULL

 

Dissolved = Solids(C)-Total

mg/L

2009-9-15

12:20

544

0.923

NULL

 

Water = Chemistry Summary - #385516

Parameter

Period

Records

Min

Max

Median

Mean

Std = Dev

Pct 10th

Pct = 25th

Pct 75th

Pct = 90th

Unit of Measure

Alkalinity (CaCO3)(Total)

2009-05-21 to = 2009-09-15

3

175

212

193.5

188

20.809

0.4

1

3

3.6

Aluminum = (Al)

2009-05-21 to 2009-09-15

3

870

1460

1165

1180

296.142

0.4

1

3

3.6

Ammonia = (N)

2009-05-21 to 2009-09-15

3

0.015

0.015

0.015

0.015

0

0.4

1

3

3.6

Ammonia = (N)-Dissolved

2009-05-21 to 2009-09-15

3

0.015

0.015

0.015

0.015

0

0.4

1

3

3.6

Anion = Sum

2009-05-21 to 2009-09-15

3

6.704

9.102

7.903

7.979

1.206

0.4

1

3

3.6

Antimony = (Sb)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Arsenic = (As)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Barium = (Ba)

2009-05-21 to 2009-09-15

3

73.5

80.4

76.95

76.4

3.579

0.4

1

3

3.6

Beryllium = (Be)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Bicarbonate = (HCO3)

2009-05-21 to 2009-09-15

3

204

246

225

220

22.716

0.4

1

3

3.6

Boron = (B)

2009-05-21 to 2009-09-15

3

147

165

156

155

9.165

0.4

1

3

3.6

Cadmium = (Cd)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Calcium = (Ca)

2009-05-21 to 2009-09-15

3

50

62.7

56.35

56.267

6.352

0.4

1

3

3.6

Carbonate = (CO3)

2009-05-21 to 2009-09-15

3

2

6

4

4.667

2.309

0.4

1

3

3.6

Cation = Sum

2009-05-21 to 2009-09-15

3

6.718

9.496

8.107

8.333

1.443

0.4

1

3

3.6

Chloride

2009-05-21 to = 2009-09-15

3

9.1

10.2

9.65

9.743

0.573

0.4

1

3

3.6

Chlorophyll = A

2009-05-21 to 2009-09-15

3

13.5

33.1

23.3

15.533

13.859

0.4

1

3

3.6

Chlorophyll = B

2009-05-21 to 2009-09-15

3

2.17

3.31

2.74

1.827

0.806

0.4

1

3

3.6

Chromium = (Cr)

2009-05-21 to 2009-09-15

3

2.5

6.92

4.71

3.973

2.552

0.4

1

3

3.6

Conductivity

2009-05-21 to = 2009-09-15

3

626

860

743

755.333

118.934

0.4

1

3

3.6

Copper = (Cu)

2009-05-21 to 2009-09-15

3

2.5

2.5

2.5

2.5

0

0.4

1

3

3.6

Difference

2009-05-21 to = 2009-09-15

3

0.014

0.652

0.333

0.353

0.321

0.4

1

3

3.6

Diss Ammonia/TKN = Check

2009-05-21 to 2009-09-15

3

0.4

1

3

3.6

Dissolved = Phosphorus as P

2009-05-21 to = 2009-09-15

3

0.002

0.015

0.009

0.007

0.007

0.4

1

3

3.6

Dissolved = Solids(C)-Total

2009-05-21 to = 2009-09-15

3

385

544

464.5

475

81.554

0.4

1

3

3.6

 

mg/L

Hardness Total (as CaCO3)

2009-05-21 to = 2009-09-15

3

206

261

233.5

234.333

27.538

0.4

1

3

3.6

 

 

 

 

 

 

Best Regards,

 

Randy Sipes<= o:p>

randy.sipes@englobal.com  = | englobal.com<= o:p>

O: 281-878-1002 Direct  |  M: 281-546-7658 <= o:p>

ENGlobal

11740 Katy Fwy | Energy Tower III | Suite 1100   

 

From: Sipes, Randall =
Sent: Wednesday, May 18, 2022 1:27 PM
To: kkeller@keitu.com
Cc: rgrimes@aicenergycorp.com; = directory@aicenergycorp.com; 'Kathleen M Spilman' <kspilman@keitu.com>; Wells, = Tim <tim.wells@englobal.com>; = Pham, Nhu <nhu.pham@englobal.com>
Subject: RE: AIC Utility Questions - OSBL Status = 5/18/22

 

Howdy = Kris,

 

Good to = chat again….it has been a couple weeks sent we sent you the flange = counts and other data for sources of fugitive emissions.   We = assume that data is what you needed for that effort and didn’t = hear back.  We have been working on getting P&IDs drawn for the = OSBL utilities and focused on getting the data sheets & RFQ packages = out for the following key OSBL equipment:

 

  • Raw Water Treatment = Unit
    • Flow rates are conflicting = between Richard, HT and 3rd part engineer’s = report.  Currently the highest flow rate I have seen is just under = 1,300gpm.  Until we finalize the true required rates for Demin = Water, Reverse Osmosis, Filtered Water, supplemental FW supply, and = potable water for eye stations and plant restrooms, our requisition will = state the unit be sized for 1,500gpm.  Discussions last Friday with = a vendor (Veolia) indicate that flow rate fits within the parameters of = their typical modular/skid type of system.   =

 

  • Auxiliary Steam Boiler =
    • This package is currently in development by = our Sr Process Eng and we should be able to provide a prelim mass & = energy data you are requesting, that is being used to determine the = boiler sizing.  Back to you as soon as possible with his = information.

 

  • Cooling Tower = Package
    • This package development = effort began yesterday with our rotating equipment engineer being = on-boarded to the OSBL team.  Similar conflicts in flowrate and = demand as stated above in the raw water efforts.  We can provide a = prelim energy & mass demand with estimated drift upon finalizing = that number to be used in the cooling tower sizing effort.  The = drift and make-up water will be significant based on the conversation = you and I had a couple weeks ago with a typical N. Dakota dew point in = the 40=B0F range.  This sentiment was also echoed by the raw water = vendor. 

 

  • Fire Water = Protection
  • Instrument Air = Package

 

Vendor = Data quotes and details about any chemical injection and vendor = requirements about winterization should begin arriving in early = June.  We will have more details then, but will provide you info as = we complete the RFQ packages so you can continue to progress your = permitting efforts.

 

 

Best Regards,

 

Randy Sipes<= o:p>

randy.sipes@englobal.com  = | englobal.com<= o:p>

O: 281-878-1002 Direct  |  M: 281-546-7658 <= o:p>

ENGlobal

11740 Katy Fwy | Energy Tower III | Suite 1100   

 

From: Pham, Nhu =
Sent: Wednesday, May 18, 2022 11:39 AM
To: kkeller@keitu.com
Cc: rgrimes@aicenergycorp.com; = directory@aicenergycorp.com; 'Kathleen M Spilman' <kspilman@keitu.com>; Sipes, = Randall <randy.sipes@englobal.com>= ; Wells, Tim <tim.wells@englobal.com>
= Subject: RE: AIC Utility Questions

 

Hi = Kris,

 

Thanks for reaching out. I copied Tim Wells and Randy = Sipes here for information. Tim is now our Project Director took over = for Robert, and Randy is our PM on the OSBL. Randy and I will discuss = and get back to you.

 

From: kkeller@keitu.com <kkeller@keitu.com> =
Sent: Wednesday, May 18, 2022 11:28 AM
To: Pham, = Nhu <nhu.pham@englobal.com>
Cc: rgrimes@aicenergycorp.com; = directory@aicenergycorp.com; 'Kathleen M Spilman' <kspilman@keitu.com>
Subje= ct: AIC Utility Questions

 

Nhu, I have = a couple of questions on the utilities side of the AIC Trenton project = for a number of operating permits.  Would you have time to discuss = or direct me to a contact person?

 

Here are the = initial questions:

 

Raw water = treatment inflow & outflow – mass & energy balance would = be ideal

         &= nbsp;      Outflow specifically to the waste = water treatment facility

 

Auxiliary = steam boiler size & efficiency

         &= nbsp;      Expected mass & energy = balance

 

Cooling tower selection (wet or dry).

         &= nbsp;      If wet, drift loss, blowdown rate, = make-up rate, chemical usage

         &= nbsp;      If dry, chemical usage, blowdown = rate – if any

 

Overall = utility mass & energy balance

 

Thank you = for your assistance.

 

Kris = Keller

 

 

 

Kristopher Keller, = P.E.

Senior Project = Engineer

ND & = MT

 

 

3D"KECI<= /p>

 

1403 = 27th St. NW; PO Box 98
Mandan, ND 58554

(701)= 667-1808 x116

(701)= 260-9476 Mobile

=  

=  

 

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