WQ0014756_Application_20220831

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEM — RENEWAL
FORM: WWIS-R 02-21
Pursuant to 15A NCAC 02T .0107(b), if the application does not include all required information and the necessary
supporting documentation, the application shall be returned. The application and attachments shall be prepared in
accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0500, and Division Policies. For more information, visit the Water
Quality Permitting Section's Non -Discharge Branch website. The Applicant shall submit an electronic copy of the application
and attachments uploaded as a single Portable Document Format (PDF) file to httns://edocs.dea.nc.2ov/Forms/NonDischar2e-
Branch-Submittal-Form-Ver2, or entailed to Non-Discharge.Renortsna,ncdenr.2ov if less than 20 megabytes (MB).
SECTION I
— APPLICANT INFORMATION
1.
Applicant: Trinity American Corporation
2.
Permit No.: WQ0014756
3.
Signature authority: Eric M. Drye
Phone number: [phone] Cell
Title: President
Email: [e-mail]
4.
Mailing address: 601 Old Thomasville Road
City: High Point
State: NC Zip: 27260-
5.
Contact person: Eric Drye
Primary phone number: [phone] Cell
Email: [e-mail]
Secondary phone number: [phone] Office
SECTION II — FACILITY INFORMATION '
1. Physical address: 5275 Glenola Industrial Drive County: Randolph
City: Glenola
2. Treatment facility coordinates to the sixth decimal degree:
Latitude: 35.8694' Longitude:-79.9070'
State: NC
Method: Address matching
Parcel No.: 7737021127
Zip: 27263-
1.
SECTION III — FLOW INFORMATION
Permitted flow: 800 GPD (The maximum allowable flow based on what has been permitted)
2.
As -built flow: 800 GPD (The maximum allowable flow based on what has been constructed)
3.
Average flow: 1333 GPD (The average of all reported flows on the previous calendar year's NDMRs)
4.
Hydraulic capacity: 167 % (Divide the average flow in Item 3 by the As -built flow in Item 2)
5.
Wastewater composition: Domestic: 100 % Industrial: % Stormwater: %
SECTION IV — BILLING INFORMATION
1. Billing address: 5275 Glenola Industrial Dr.
City: Glenola State: NC Zip: 27263-
2. Verify the Applicant does not have any overdue annual fees:
hUs:Hdeq.nc. gov/about/divisions/water-resources/water-resources-permits/wq-epUments
Pursuant to 15A NCAC 02T .0120(c), permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.
FORM: WWIS-R 02-21 Page 1 of 6

SECTION V — OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION
1. ORC: Jeff Wyatt Grade: SI Certification No.: 997298
Mailing address: 2050 Northpoint Dr., Ste. A
City: Winston-Salem, State: NC Zip: 27106-
Phone number: [phone] Office Email: [e-mail]
2. Back -Up ORC: Glenn Frederick Price, III Grade: SI Certification No.: 987931
Mailing address: 1377 S. Park Dr.
City: Kemersville State: NC Zip: 27254-
Phone number: [phone] Select Email: info&andalabs.com
SECTION VI — OPEN -ATMOSPHERE STRUCTURES
1. List all open -atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if
necessary.
Type
Parcel No.
Volume (gal)
Liner Type
Freeboard (ft)
Latitude
Longitude
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SECTION VII — RELATED PERMITS
1. List all wastewater permits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permit.
Attach additional sheets if necessary.
Permit Type
Permit No.
Relationship Type
Select
Select
Select
Select
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Select
SECTION VIII — MONITORING WELLS
1. List all groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary.
Well Name
Parcel No.
Status
Gradient
Location
Latitude
Longitude
MW2
7737021127
Active
Downgradient
Inside Field
35.86840
-79.91060
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FORM: WWIS-R 02-21 Page 2 of 6

SECTION IX — IRRIGATION FIELDS
1. List all irrigation fields associated with the renewing permit. Attach additional sheets if necessary.
Field
County
Parcel No.
Deeded Owner
Area
Cover Crop
Latitude
Longitude
1
Randolph
7737021127
Trinity American Corporation
0.17
Est. Hardwood
Forest
35.8679920
-79.910731 °
2
Randolph
7737021127
Trinity American Corporation
0.26
Est. Hardwood
Forest
35.8679920
-79.9107310
3
Randolph
7737021127
Trinity American Corporation
0.02
Est. Hardwood
Forest
35.8679920
-79.9107310
4
Randolph
7737021127
Trinity American Corporation
0.18
Est. Hardwood
Forest
35.8679920
-79.910731 °
5
Randolph
7737021127
Trinity American Corporation
0.21
Est. Hardwood
Forest
35.8679920
-79.910731 °
6
Randolph
7737013907
Trinity American Corporation
0.21
Est. Hardwood
Forest
35.8679920
-79.910731 °
7
Randolph
7737013907
Trinity American Corporation
0.22
Est. Hardwood
Forest
35.8679920
-79.910731 °
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-0.00
0
0.00
-0.00
0
0.00
-0.0°
FORM: WWIS-R 02-21 Page 3 of 6

0
0.00
-0.00
0
0.00
-0.00
0
0.00
-0.00
Total Acreage:
1.50
IMF
ATTACHMENT A — SITE MAP
Was the facility originally permitted or had a major modification issued after September 1, 2006?
❑ Yes — Pursuant to 15A NCAC 02T .0105(d), submit a site map pursuant to the requirements in 15A NCAC 02T .0504(d).
These requirements are:
❑ A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage, and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage,
and irrigation sites.
❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
❑ Setbacks as required by 15A NCAC 02T .0506.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage, and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage, and irrigation sites.
® No — Skip Attachment A.
ATTACHMENT B — SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section I, Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)?
® Yes — Skip Attachment B.
❑ No — Submit a delegation letter pursuant to 15A NCAC 02T .0106(c) authorizing the signature authority to sign.
ATTACHMENT C — FLOW REDUCTION
Does the existing permit include an approved flow reduction?
❑ Yes — Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow
contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the
approved flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the
requirements in 15A NCAC 02T .0114(1).
® No — Skip Attachment C.
ATTACHMENT D — CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
Is the Applicant a Privately -Owned Public Utility?
❑ Yes — Pursuant to 15A NCAC 02T .0115(a)(1), submit the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise.
® No — Skip Attachment D.
ATTACHMENT E — OPERATIONAL AGREEMENT
Is the Applicant a Home/Property Owners' Association or Developer of Lots to be Sold?
❑ Yes (Home/Property Owners' Association) — Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational
Agreement (FORM: HOA). Pursuant to 15A NCAC 02T .0115(c), if the applicant is a legally formed Homeowners' or Property
Owner's Association, submit a copy of the Articles of Incorporation, Declarations, and By-laws.
❑ Yes (Developer of Lots to be Sold) — Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: DEV). Pursuant to 15A NCAC 02T .0115(b), if the applicant is a developer of lots to be sold, submit a copy of the
Articles of Incorporation, Declarations, and By-laws.
FORM: WWIS-R 02-21 Page 4 of 6

® No — Skip Attachment E.
FORM: WWIS-R 02-21 Page 5 of 6

ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES
71she applicant a municipality, county, sanitary district, or public utility?
Yes —Proceed to the next question.
No — Skip Attachment F.
Does the hydraulic capacity in Section III, Item 4 exceed 70%?
® Yes (the hydraulic capacity is greater than 70%, but less than 80%) — Pursuant to 15A NCAC 02T .01180 ), prior to exceeding
80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee
shall submit an engineering evaluation of their future wastewater treatment, utilization, and disposal needs. This evaluation
shall outline plans for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the existing
system, elimination or reduction of extraneous flows, or water conservation and shall include the source of funding for the
improvements. If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater
treatment needs will be met based on past growth records and future growth projections, and as appropriate, shall include
conservation plans or other measures to achieve waste flow reductions.
® Yes (the hydraulic capacity greater than 80%) — Proceed to the next question.
❑ No — Skip Attachment F.
If answered Yes above, does the hydraulic capacity in Section III, Item 4 exceed 80%?
® Yes (the hydraulic capacity is greater than 80%) — Pursuant to 15A NCAC 02T .0118(2), prior to exceeding 90 percent of the
system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all
permits needed for the expansion of the wastewater treatment, utilization, or disposal system and, if construction is needed,
submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is
proposed for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records
and future growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste
flow reductions.
❑ No — Skip Attachment F.
ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment, conveyance, and irrigation system?
® Yes — Skip Attachment G.
❑ No — Pursuant to 15A NCAC 02T .0116(c), provide a copy of all easements, lease agreements, and encroachment agreements
allowing the Permittee to operate and maintain the wastewater collection, treatment, conveyance, and irrigation system on
property not owned by the Permittee.
ATTACHMENT H — AFFILIATIONS
Are the Permittee's affiliations of record correct? Check affiliations.
® Yes — Skip Attachment H.
❑ No — Provide the corrected affiliations and their contact information.
ATTACHMENT I — COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules? (See Section I of the most recently issued permit)
❑ Yes — Submit documentation that the compliance schedules have been met.
® No — Skip Attachment I.
ATTACHMENT J — CIVIL PENALTIES AND OUTSTANDING VIOLATIONS
Does the Permittee have any existing civil penalties or outstanding violations?
❑ Yes (civil penalties) — Submit payment for the civil penalty, or proof of remission request.
❑ Yes (violations) — Submit a copy of your response to the Notice of Violation.
® No — Skip Attachment J.
FORM: WWIS-R 02-21 Page 6 of 6

ATTACHMENT K—INDUSTRIAL WASTEWATER
Does the wastewater composition in Section III, Item 5 include any industrial wastewater?
❑ Yes — Proceed to the next question.
® No — Skip Attachment K.
Has the nature of the industrial wastewater changed since the last permit issuance (i.e., changes in industrial process, introduction
of new materials or chemicals, etc.)?
❑ Yes — Provide a chemical analysis of the wastewater pursuant to the requirements in 1-;A NCAC' 021 .U: tl1(I:. Provide an
overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing
process; and an overview of the cleaning and treatment methodology.
® No — Provide an overview of the manufacturing process; an inventory of all chemical and biological materials used in the
manufacturing process; and an overview of the cleaning and treatment methodology.
ATTACHMENT L- SETBACK WAIVERS
Does the existing permit include setback waivers?
❑ Yes — Pursuant to 15A NC.AC 02T .0506tdi, provide setbacks waivers that have been written, notarized, signed by all parties
involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance
with 1, C '•.t 1121 .010
® No — Skip Attachment L.
APPLICANT'S CERTIFICATION
1. attest that this applicati
(Signatur uthority's name as noted in Section I, Item
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application package are not completed, and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete. I further certify pursuant to 15A NCAC 02T .01200, that the applicant, or
any parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously
abandoned a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with
any compliance schedule in a permit, settlement agreement, or order; not paid an annual fee.
Note: The Applicant's Certification shall be signed pursuant to 15A NC'AC 02T .0.1061h). An alternate person may be delegated
as the signing official if a letter is provided pursuant to 14 a NC.AC 02T .0I06(c). Pursuant to § 143-2I5.6i% and § 143-215.6B.
any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty, of a
Class 2 misdemeanor, which may include e not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
Signature: Date ��--
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA:
Email:
Non-Discha rtie.Repo rts(a:nc denr.,gor
Laserfiche Upload:
lit rus %redoes deer nc tsuN'1Forms/NOnDiscirar•t'e-Brancit-
Snhmittal-Form-Ver2
FORM: W WIS-R 02-21 Page 7 of 6

CONSULTING. CIVIL ENGINEER
H I RAM J.
ARZIAN09 PE
PO Box 278, Asheboro, NC 27204 - [phone]
[e-mail]
SCOPING DOCUMENT
To: Trinity American Corp.
From: Hiram J. Marziano, PE
CC: NCDEQ-Division of Water Resources
Date: August 31, 2022
Subject: Plan of Action — Resolution of Wastewater Treatment Hydraulic Issues
Preparation of Form: WWIS-R 02-21 indicated that, based on the annual average daily flow (ADF) of
water usage for the year 2021, Trinity American, Corp. used about 1,333 gallons per day (gpd) of potable
water. The metering data and calculations are attached to this document. The calculations also included
ADF calculations for the most recent period of June -July 2022. Because of downsizing of various users of
the Trinity American, the water usage for the recent period was calculate as 625 gpd. The comparison of
annual ADF-2021 to the recent period was only made as a check of the current flow situation and its
effect on the hydraulic capacity of the wastewater treatment facility (wwtf). Even though the ADF has
been trending down during 2022, the wwtf is operating at 78+% of its permitted capacity of 800 gpd.
The intent of this document is to set forth a preliminary plan of action to address the flow capacity at
the existing wwtf. Having just recently been introduced to the wwtf at Trinity American, my opinions are
preliminary and do not address the mechanical worthiness of the wwtf at this time. My opinion, based
upon my current knowledge of the facilities is:
1. Flow reduction from the business operations is of primary importance. The water using fixtures
in the industrial facilities need upgrading (replacing) with low water using fixtures that have
positive, flow cut-off features. Sizing treatment facilities based on employment numbers or area
values is compromised if the fixtures do not work properly and continue to discharge to
treatment facilities. Also, an analysis of the business operations should be performed to
determine the volume of water usage that is not returned to the wwtf.
2. Past business operations at the Trinity American site indicate that the facility has plenty of
potential to house numerous employees and can create significant domestic water demands.
With that said, an interim solution would be to keep the business operations at levels lower
than was being used in 2021.
3. NCDEQ has make a thorough inspection of the wwtf and identified unit process that should be
modified or otherwise maintained. Those items appear to be readily correctable and work
should continue as rapidly as possible.
4. Currently, I have given a "punch list" of fixture items that need to be updated and replaced to a
local contractor. Additionally, the contractor will be providing a proposal to repair the existing
recirculation/suction line and remove the temporary, above ground line at the wwtf.
The above items are outlined for your consideration.
Page 1 of 2

I understand that previous efforts have been made to obtain wastewater services for the City of
Archdale and have not been successful. Therefore, assuming that the existing wwtf will need to
continue operating in the future a detailed design sturdy of the facility should be made to determine if
expansion is feasible.
Historical data indicates that expansion is necessary if the desire is to operate the business facilities at
their full potential. Even then, only domestic wastewater should be allowed for treatment.
Once NCDEQ reviews the WWIS-R form additional information and requirements should be
forthcoming.
End
Attchments:
Exhibit 1: Calculation of Water Usage
11x17 (reduced plan) General Site Map: Trinity American Corp
Page 2 of 2

EXHIBIT 1
WATER METER READING FOR YR-2021 (INCLUDING JAN-JUL. 2022
TRINITY AMERICAN CORP. - GLENOLA - RANDLOPH CO. - N.C.
Calculation of ADF for 2021 w/Comparison of Period June - July. 2022
elapsed
5275 United
small United
Small
5252 & United
5252 &
5252 &
Allred 5270
Allred
Allred
Guilford 5261
Guilford
Guilford
TOTAL
TOTAL
date
time
meter
flow
united GPD
meter
United flow
UnitedGPD
meter
5270fIow5270GPD
meter
5261flow
5261GPD
FLOW
GPD
1.6.21 7 297646 601 86 1181466 5246 749 393176 460 66 409341 768 110 7075 1011
1.13.21 7 298349 703 100 1185923 4457 637 393399 223 32 409956 615 88 5998 857
1.20.21 7 298982 633 90 1193821 7898 1128 394280 881 126 411135 1179 168 10591 1513
1.27.21 7 299704 722 103 1199460 5639 806 394710 430 61 412604 1469 210 8260 1180
2.3.21 7 300250 546 78 1203399 3939 563 394969 259 37 413371 767 110 5511 787
2.10.21 7 300915 665 95 1207400 4001 572 395362 393 56 414136 765 109 5824 832
2.16.21 6 301368 453 76 1210221 2821 470 395932 570 95 414838 702 117 4546 758
2.23.21 7 302051 683 98 1213829 3608 515 396230 298 43 415563 725 104 5314 759
3.4.21 9 303600 1549 172 1218543 4714 524 396555 325 36 417054 1491 166 8079 898
3.11.21 7 304471 871 124 1222768 4225 604 396879 324 46 417559 505 72 5925 846
3.18.21 7 305014 543 78 1225448 2680 383 397224 345 49 417873 314 45 3882 555
3.23.21 5 305367 353 71 1227242 1794 359 397539 315 63 418118 245 49 2707 541
4.1.21 9 306285 918 102 1232962 5720 636 398292 753 84 418834 716 80 8107 901
4.8.21 7 306754 469 67 1237310 4348 621 398808 516 74 419204 370 53 5703 815
4.14.21 6 307142 388 65 1239712 2402 400 399224 416 69 419554 350 58 3556 593
4.21.21 7 307626 484 69 1241766 2054 293 400105 881 126 420163 609 87 4028 575
4.28.21 7 309030 1404 201 1250961 9195 1314 400537 432 62 420756 593 85 11624 1661
5.6.21 8 310610 1580 198 1267180 16219 2027 401634 1097 137 421492 736 92 19632 2454
5.12.21 6 312000 1390 232 1272598 5418 903 402025 391 65 422033 541 90 7740 1290
5.19.12 7 313193 1193 170 1276775 4177 597 402746 721 103 422554 521 74 6612 945
5.26.21 7 314874 1681 240 1298104 21329 3047 403067 321 46 423163 609 87 23940 3420
6.3.21 6 315549 675 113 1304922 6818 1136 403372 305 51 423470 307 51 8105 1351
6.11.21 8 316348 799 100 1311185 6263 783 403953 581 73 423783 313 39 7956 995
6.17.21 6 317838 1490 248 1314683 3498 583 404883 930 155 424014 231 39 6149 1025
6.23.21 6 318231 393 66 1318655 3972 662 405276 393 66 424244 230 38 4988 831
6.30.21 7 318970 739 106 1322599 3944 563 406016 740 106 424607 363 52 5786 827
7.8.21 8 321206 2236 280 1325560 2961 370 406432 416 52 424951 344 43 5957 745
7.13.21 6 321423 217 36 1328218 2658 443 406622 190 32 425172 221 37 3286 548
7.21.21 8 323130 1707 213 1334327 6109 764 407104 482 60 425890 718 90 9016 1127
7.28.21 7 324521 1391 199 1349887 15560 2223 407394 290 41 426811 921 132 18162 2595
8.5.21 8 328478 3957 495 1355640 5753 719 408089 695 87 427574 763 95 11168 1396
8.12.21 7 335181 6703 958 1359079 3439 491 408356 267 38 428271 697 100 11106 1587
8.19.21 7 339622 4441 634 1362842 3763 538 408844 488 70 429040 769 110 9461 1352
8.24.21 5 341684 2062 412 1366011 3169 634 409053 209 42 429523 483 97 5923 1185
9.2.21 9 342389 705 78 1384351 18340 2038 409996 943 105 430542 1019 113 21007 2334
9.10.21 8 343064 675 84 1392366 8015 1002 410221 225 28 431200 658 82 9573 1197
9.16.21 6 343602 538 90 1398609 6243 1041 411214 993 166 431865 665 111 8439 1407
9.20.21 4 344218 616 154 1400940 2331 583 411351 137 34 432038 173 43 3257 814
9.22.21 2 344436 218 109 1406913 5973 2987 411477 126 63 432541 503 252 6820 3410
9.29.21 7 345110 674 96 1422349 15436 2205 411763 286 41 434057 1516 217 17912 2559
10.7.21 8 346002 892 112 1433557 11208 1401 412067 304 38 442227 8170 1021 20574 2572
10.14.21 7 346619 617 88 1438372 4815 688 413108 1041 149 448541 6314 902 12787 1827
10.21.21 7 347841 1222 175 1450791 12419 1774 413696 588 84 449739 1198 171 15427 2204
10.28.21 7 349321 1480 211 1454918 4127 590 414260 564 81 451110 1371 196 7542 1077
11.3.21 6 350042 721 120 1463025 8107 1351 414603 343 57 451933 823 137 9994 1666
11.10.21 7 350783 741 106 1474945 11920 1703 415236 633 90 452906 973 139 14267 2038
11.12.21 2 351061 278 139 1487690 12745 6373 415371 135 68 453383 477 239 13635 6818
11.16.21 4 351332 271 68 1489438 1748 437 415498 127 32 453640 257 64 2403 601
11.23.21 7 352003 671 96 1497135 7697 1100 415918 420 60 454535 895 128 9683 1383
12.1.21 8 352680 677 85 1504423 7288 911 416413 495 62 455208 673 84 9133 1142
12.8.21 7 353392 712 102 1513719 9296 1328 417198 785 112 456411 1203 172 11996 1714
12.15.21 7 354168 776 111 1519076 5357 765 417513 315 45 460241 3830 547 10278 1468
12.21.21 6 354807 639 107 1521878 2802 467 418257 744 124 461313 1072 179 5257 876
12.29.21 8 355338 531 66 1523038 1160 145 418462 205 26 461750 437 55 2333 292
1.5.22
7
355948
610
87
1529679
6641
949
419031
569
81
462461
711
102
8531
1219
1.13.22
8
356734
786
98
1529898
219
27
419356
325
41
463865
1404
176
2734
342
1.19.22
6
357210
476
79
1532550
2652
442
419534
178
30
464320
455
76
3761
627
1.25.22
6
357812
602
100
1536954
4404
734
419779
245
41
465141
821
137
6072
1012
2.1.22
7
358634
822
117
1541782
4828
690
420330
551
79
466106
965
138
7166
1024
2.9.22
8
359545
911
114
1547404
5622
703
420972
642
80
467546
1440
180
8615
1077
2.16.22
7
360241
696
99
1552412
5008
715
421518
546
78
468635
1089
156
7339
1048
2.23.22
7
360974
733
105
1556885
4473
639
422098
580
83
469873
1238
177
7024
1003
3.1.22
6
361507
533
89
1560423
3538
590
422412
314
52
470629
756
126
5141
857
3.9.22
8
362331
824
103
1565371
4948
619
423288
876
110
471698
1069
134
7717
965
3.17.22
8
363153
822
103
1570826
5455
682
423841
553
69
473047
1349
169
8179
1022
3.24.22
7
363934
781
112
1574892
4066
581
424529
688
98
474571
1524
218
7059
1008
3.30.22
6
364544
610
102
1578355
3463
577
425468
939
157
475715
1144
191
6156
1026
4.8.22
9
365575
1031
115
1583647
5292
588
425907
439
49
477134
1419
158
8181
909
4.13.22
5
366044
469
94
1585758
2111
422
426651
744
149
477594
460
92
3784
757
Trinity American Corp 1 of 2 Analysis of Water Use-2021

WATER METER READING FOR YR-2021 (INCLUDING JANJUL. 2022
TRINITY AMERICAN CORP. - GLENOLA - RAN DLOPH CO. - N.C.
Calculation of AN
for 2021 w/Comparison of Period June - July. 2022
date
elapsed
time
5275 United
meter
small United
flow
Small
united GPD
5252 & United
meter
5252 &
United flow
5252 &
United GPD
Allred 5270
meter
Allred
5270 flow
Allred
5270 GPD
Guilford 5261
meter
Guilford
5261 flow
Guilford
5261 GPD
TOTAL
FLOW
TOTAL
GPD
4.21.22
8
366808
764
96
1589865
4107
513
427481
830
104
478566
972
122
6673
834
4.29.22
8
367546
738
92
1597854
7989
999
428161
680
85
479581
1015
127
10422
1303
5.5.22
6
368130
584
97
1601352
3498
583
428831
670
112
480211
630
105
5382
897
5.11.22
6
368691
561
94
1603624
2272
379
429212
381
64
480705
494
82
3708
618
5.20.22
9
369667
976
108
1607423
3799
422
430326
1114
124
481486
781
87
6670
741
5.25.22
5
370316
649
130
1608410
987
197
430796
470
94
481500
14
2.8
2120
424
6.2.22 8 370935 619 77 1610598 2188 274 431598 802 100 482334 834 104 4443 555
6.9.22 7 371551 616 88 1613070 2472 353 432304 706 101 482635 301 43 4095 585
6.16.22 7 372231 680 97 1615819 2749 393 433026 722 103 483159 524 75 4675 668
6.23.22 7 372826 595 85 1618162 2343 335 433586 560 80 483480 321 46 3819 546
6.30.22 7 373419 593 85 1620993 2831 404 434590 1004 143 483998 518 74 4946 707
7.8.22 8 373920 501 63 1622510 1517 190 435082 492 62 484027 29 4 2539 317
7A4.22 6 374457 537 89.5 1624415 1905 Mll 435995 913 152 484351 324 54 3679 613
7.20.22 6 374902 445 74 1626508 2093 349 436755 760 127 484660 309 52 3607 601
7.27.22 7 375568 666 95 1631441 4933 705 438077 1322 189 485303 643 92 7564 1081
8.5.22
9
376034
466
52
1634849
3408
379
438543
466
52
485730
427
47
4767
530
CALCULATION OF ADF FOR 2021
AVG/DAY OF TOT/DAY/PD
1410
Mays
Tot Q
ADF
% Diff
363
484034
1333
5%
CALCULATION OF ADF FOR JUNJUL, 2022
AVG/DAY OF TOT/DAY/PD
630
j
Mays
Tot Q ADF %DiFf
63
39367 625 1%
� 1CI`�RO
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SEAL
x ` 7707
9 �L� I N ELF` ^^`Vti�Q' 8/31 /2022
Trinity American Corp 2 of 2 Analysis of Water Use-2021

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