WQ0040079_Modification_20190418

INITIAL REVIEW
Reviewer Monday, Tessa R
Project Number* WQ0040079
SUBMITTAL DATED: 4/18/2019
Project Contact Information
Rease provide inforrration on the person to be contacted by MB Staff regarding electronic submittal, confirmation of receipt, and other issues.
......................................................................................................................................................................................................................................................................................................................................................................................................
Name * Clark Maness for the Consolidated Diesel Company
Email Address*
[e-mail]
Project Information
Application Type* r
New
r
Renewal
r
Annual Report
Permit Type * r
Wastewater Irrigation
r
Other Wastewater
r
Closed -Loop Recycle
r
Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number WQ0040079
currently has project
Permittee * Consolidated Diesel Company
Phone Number*
9195355213
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Facility Name * Rocky Mount Engine Plant - WaterHub Reclamation and
Conjunctive Utilization Facility
Please provide comments/notes on your current submittal below.

To Whom it May Concern,
The WaterHub is designed to serve the wastewater pre-treatment and reuse needs of CDC. The facility will treat up
to 0.075 Million Gallons per Day (MGD) and produce up to 0.050 MGD of reclaimed water. The WaterHub is
designed as a conjunctive use facility designed to meet the pretreatment effluent quality requirements for discharge
to the municipal sewer as well as to meet the requirements for Type 1 RCW for reuse applications.
The ebsting permit is subject to a major modification per the Non -Discharge Permitting Unit due to changes instituted
during value engineering between CDC and the contractor. The following changes include:
1. The relocation of the treatment plant site to the other side of a driveway onsite.
2. The removal of the ebsting clarifier from the treatment process and the increase in volume required for the
aeration basins.
One (1) original and two (2) copies of the following items are included with this permit submittal:
1. Cover Letter
2. Application Fee Check for $395.00
3. Ebsting Permit WQ0040079
4. Updated Application Form RWPI 06-16, Reclaimed Water Systems Project Information
5. Updated Application Form RWG 06-16, Reclaimed Water Systems — Generation
6. Updated Application Form RWCU 06-16, Conjunctive Utilization of Reclaimed Water and supporting documents
7. Updated Wastewater Treatment Calculations for influent and effluent quality of the plant.
8. Updated Operations, Maintenance, and Residuals Management Plan.
9. Updated Engineering Plans and Specifications for items that have changed only
a. Structural specifications are in notes on Plan Sheets S000, S100, S101, S200, and S201.
b. An addendum to Specification Section 43 11 33 — Rotary Lobe Blowers has been included
10. Updated Site Plan (standard size and 11 x 17 inch size).
Hard copies shall be delivered by courier to the Non -Discharge Permitting Unit when a check from Consolidated
Diesel Company has been received.
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Hans, Specifications, Calculations, gc.)
2019.04.17 - Cummins RMEP Water Reclamation
Plant - Combined Major Mod Submittal - To 4.98MB
NCDEQ.pdf
2019.04.16 - Cummins RMEP Water Reclamation
4.65MB
Plant - NCDEQ Major Mod Submittal - Drawings.pdf
Wload only 1 RDF document. Maltiple docurrents crust be combined into one RDFfile.

For neiv and modif cation permit applications, the paper copy is required to be submitted to the
Di,,isiom Be advised, applications will not be considered complete until both the paper and electronic
applications. have been received_ The paper copy shall include the follm ping:
• Application Farm
• All relevant attachments (talcs, soils report, specs, etc_)
• 1 full-size engineering plan set
• 2 11-17" engineering plan sets
• 1 extras set of specifications (in addition to the set of specifications provided in the
attachments)
• Fee (if required)
This shall be mailed to the following address:
By US_ Postal Service-
Di,,ision of Water Resources- Non -Discharge Branch
1617 Mail Service Center Raleigh NC 27699-1617
By Courier, -Special Delivery:
Division of Water Resources- Non -Discharge Branch
Nathaniel Thornburg- 9th Floor, Office #942 M
512 N_ Salisbury St_ Raleigh, NC 27604
For questions or problems contact Tessa Monday at: 919.7073660 or Tessa_X%nday(dncdem_gov or
Sonia Graves at 919.707.3657 or Sonia Graves(dpcdenr.gov.
* I40 By checking this box I am acknowledging that I have read the above statement and agree
to send these documents as required to one of the address given above.
Signature
q l,
Submission Date 4/18/2019

115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C-0832
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington
To: Non-Discharge Permitting Unit; Attn: Tessa Monday
CC: J. Clark Maness, PE – WithersRavenel
From: Michael C. Wicker, PE – WithersRavenel
Date: 4/17/2019
Project: Consolidated Diesel Company WaterHub Reclamation System
Subject: Major Modification Submittal to Existing Permit WQ0040079

Dear Tessa,

Enclosed are one (1) original and two (2) copies of the applications and supporting documents for a major
modification submittal to the existing conjunctive use reclaimed water system permit (WQ0040079) for
the Consolidated Diesel Company (CDC) WaterHub Reclamation System, or WaterHub.

The WaterHub is designed to serve the wastewater pre-treatment and reuse needs of CDC. The facility
will treat up to 0.075 Million Gallons per Day (MGD) and produce up to 0.050 MGD of reclaimed water.
The WaterHub is designed as a conjunctive use facility designed to meet the pretreatment effluent quality
requirements for discharge to the municipal sewer as well as to meet the requirements for Type 1 RCW
for reuse applications.

The existing permit is subject to a major modification per the Non-Discharge Permitting Unit due to
changes instituted during value engineering between CDC and the contractor. The following changes
include:

1. The relocation of the treatment plant site to the other side of a driveway onsite.
2. The removal of the existing clarifier from the treatment process and the increase in volume
required for the aeration basins.

One (1) original and two (2) copies of the following items are included with this permit submittal:
1. Cover Letter
2. Application Fee Check for $395.00
3. Existing Permit WQ004079
4. Updated Application Form RWPI 06-16, Reclaimed Water Systems Project Information
5. Updated Application Form RWG 06-16, Reclaimed Water Systems – Generation
6. Updated Application Form RWCU 06-16, Conjunctive Utilization of Reclaimed Water and
supporting documents
7. Updated Wastewater Treatment Calculations for influent and effluent quality of the plant.
8. Updated Operations, Maintenance, and Residuals Management Plan.
9. Updated Engineering Plans and Specifications for items that have changed only
a. Structural specifications are in notes on Plan Sheets S000, S100, S101, S200, and S201.
b. An addendum to Specification Section 43 11 33 – Rotary Lobe Blowers has been included
10. Updated Site Plan (standard size and 11 x 17 inch size).

Name and Address Here
Page 2 of 2
If you have any questions about this submittal or require additional information, please contact me at
[phone] or at [e-mail].
Sincerely
WithersRavenel
Michael C. Wicker, PE
Senior Technical Consultant
115 MacKenan Drive | Cary, NC 27511
Office: 919.469.3340 | Mobile: [phone]
Email: [e-mail]
Michael C. Wicker
State of North Carolina
n„ /� Department of Environmental Quality
w Division of Water Resources
ISA NCAC 02U - RECLAIMED WATER SYSTEMS- PROJECT INFORMATION
Dlvlslon of Water Resources INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPOWTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required Retrainee submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
inforrnalion requested. Failure to submit all of the required items will lend to additional processing and review time for the
permit applirmimr.
For mare iajmmmlion, visit the II'ater Oaaiii3, Perwiioitrg Section Non-Dirchmge Permitting (lair u•o[rsue,
General -'this form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least
one of the fallowing forms must also be included in the application package. However, multiple forms may be applicable.
Unless otherwise noted, the Applicant shall submit one orieinal and two conies of the a n Beaton and s pporfn�
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
® Reclaimed Water Generation (FORM: R WG) — for wastewater treatment facilities producing reclaimed water.
❑ Non -Conjunctive Utilization (FORM: RWNC) — for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs ofthe facility.
® Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RW BD)— for distribution ofreclainted water in a bulk manner.
❑ Distribution Lines (FORM:RWDL)—for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RW WA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval (FORM: RWLPA)— for projects seeking rerunning delegation for reclaimed water users.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a briefdescription of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ) according to the following fee schedules:
® STANDARD REVIEW - Submit the appropriate fee for all new and major modification applications as listed in the
table below.
i
Facility Classification i New Permit Major Modification
Major Generator/User(ADF? 10,000 gallons per day) $1,310 $395
I
Minor Generator/User (ADF S 1Q000 gallons per day) $g 10 $245
Reclaimed Water Distribution Lines $480 N/AI,
A major modification shall be defined as any permit modification that: increases the generating
facility's average daily flow (ADF); increases the utilization area acreage; adds additional utilization
areas not previously approved: or includes the addition of new treatment units/processes not previously
permitted. There is no fee for minor permit modifications.
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page I of2

Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Infomtation (FORM: RWPI 06-16) fomt. Please
do not make any unauthorized content changes to this form.
® The applicant name in Item 1.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02 F .0106(b). The
application must be signed by a principal executive officer of at ]east the level of vice-president or his authorized
representative for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a
sale proprietorship; and by either an executive officer, an elected official in the highest level of elected office, or other
authorized employee for a mmnicipal, state, or other public entity. An alternate person may be designated as the signing
official ifa delegation letter is provided front a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM NDSR) application.
There is no fee for permit renewal without modification.
D. Existing Permit: (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division m address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
ONE ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNI"F
By U.S. Postal Service:
1617 MAIL SERVICE CEN"TER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Couricr/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DW R State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources ISA NCACO2U—RECLAIMED WATERSVSTEMS— PROJECTINFORMATION
FORM: RWPI 06-16
1. GENERAL INFORMATION:
I. Applicant's name: Consolidated Diesel Company
Mailing address: 9377 U.S. Hiehwav 301 North
City: Whitakers State: NC Zip: 27891-9641
Telephone number: [phone] Email Address: iohn.e.iudd(rslcummins co n
2. Signature authority'S name: Jahn E. Judd (Re r 15A NCAC 2U .0106) "Fitle: Plant Manager
3. Applicant type (check all that apply):
❑ Government ❑ Federal ❑ State ❑ Municipal ❑ County
❑ Individual
® Corporation
✓ For new permits, submit documentation that the company is regi slered for business with the NC Secremry of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC Utilities Commission's Water and Sewer Division Public Staff stating an application for a
franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM' HOA); and proposed or approved
Articles of Incorporation, Declarations and Ey4aws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement (FORM DEVI
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-1 15.6R? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge penttit, settlement agreement or ordeO ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: RWPI 06-16 Page I of3

11. PROJECT INFORMATION
I. Application type: Major Modification (See Instruction B) Fee Submitted 395.00 (See Instruction B)
2. For modifications, provide the existing permit number: WO0040079 and most recent issuance date: 10/26/2018
3. Provide a brief description oftlre activities proposed for permitting: Como action and operation ofa 75.000 gallon per day
reclaimed water ce aeration syste n and reclaimed water utilization system to serve the Consolidated Diesel Cmarmany WaterHub.
]'his submittal is a maior modification request for the relocation ofthe proposed site as currently oerm'¢ed and minor
modifications to the treatment Process
4. What is the status ofthe following associated permits and/or certifications? (ifnot applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection System (O>
200.000 GPI)
NA
Data Safety
NA
Erosion R Sedimentation
Control Plan
NA
Nationwide 12 / Section 404
NA
Pretreatment
10/27/2015
SWPH1900
City of Rocky
Mount
Sewer System
Siounwater Management Plan
NA
NA
Other:
✓ For any of the permits and certifications listed above that will directly impact the construction of die proposed reclaimed
water project, please provide documentation ofpermit approval or final certification. Note: This application may be
considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Nana a] Heritage Program is required for construction of all new WWI 1) projects and/or non -
conjunctive utilization sites, and for any project involving expansion of W WTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .01051e1t101. Provide the location in application package where this documentation is
located: TO BE PROVI DED; or explain why this item is N/A.
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01 C?
❑ Yes ❑ No
IIIIFL1 Include one ofthe following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction ofthe
reclaimed water project:_
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year Flood plain? ❑ Yes or ® No
✓ If yes, specify which portion(s) of the project are affected?
✓ If yes, has the Applicmtt submitted written documentation ofcompliance with &143 Article 21 Part 6? ❑ Yes or ❑ No
FORM: RWP106-16 Page 2 of3

Documentation should consist of a letter from the local authority (i.e.. county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Paget of3

A ppliennt's Certification (signing maburhy Rost be in compliance mitt I5A NCtC 02U .0106):
h John E. Judd Plant iManm�cr
(signing authority name —PLEASE PRINT) (title)
attest that this application far
(facility name)
has been reviewed by me and is accurate and complete to the best ofmy knowledge. I understand that any discharge ofmmstewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition ofthis permit be violated. 1 also understand that ifall required parts ofthis application package arc not completed and that
fall required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted ofan environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who, knowingly makes any false statement,
representation, or certification in any application package shall be guilty ofa Class 2 misdenneanoq which may include a fine not to
exceed $10,000 as e}L civil penalties up to $25,000 per violation.
Signature: (/ /ver.+x // Date: q b 6 I `j
FORM: RWP106-16 Page ofa

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U – RECLAIMED WATER SYSTEMS – GENERATION
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION

INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section’s Non-Discharge Permitting Unit website.

General – This application shall be used for projects involving the generation of reclaimed water that is to be utilized in either a
conjunctive or non-conjunctive manner. Non-conjunctive use means that the reclaimed water utilization activity is required
to meet the wastewater disposal needs of the generating facility. Conjunctive use means that the proposed utilization option
is not required to meet the wastewater disposal needs of the generating facility, and that other permitted utilization/disposal
alternatives are also available. Unless otherwise noted, the Applicant shall submit one original and two copies of the
application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information form (FORM: RWPI).
A. Reclaimed Water Generation Application (FORM: RWG 06-16) (All application packages):
Submit the completed and appropriately executed Reclaimed Water Generation (FORM: RWG 06-16) application. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
The Professional Engineer’s Certification on Page 9 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
The Applicant’s Certification on Page 9 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
If this project is for a renewal without modification, use the Non-Discharge System Renewal (FORM: NDSR) application.
B. Property Ownership Documentation (All Application Packages involving new or expanding generation systems):
Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall provide written documentation of ownership
for all property containing the reclaimed water generation equipment, reclaimed water storage units, and 5-day upset units.
Documentation shall consist of one (or more) of the following:
Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
An easement running with the land specifically indicating the intended use of the property and meeting the requirements
of 15A NCAC 02L .0107(f), or
A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.

C. Wastewater Chemical Analysis (For new or expanding generation systems treating Industrial Waste):
Per 15A NCAC 02U .0201(g) or .0202(h), provide a complete Division certified laboratory chemical analysis of the effluent
to be irrigated for the following parameters (For new facilities, an analysis from a similar facility’s effluent is acceptable):
 Ammonia Nitrogen (NH 3 -N)  5-day BOD (BOD 5 )  Total Dissolved Solids
 Calcium  Magnesium  Total Kjeldahl Nitrogen (TKN)
 Chemical Oxygen Demand (COD)  Nitrate Nitrogen (NO 3 -N)  Total Organic Carbon
 Chloride  pH  Total Phosphorus
 Coliphage (Type 2 reclaimed water only)  Phenol  Total Trihalomethanes
 Clostridium perfringens (Type 2 reclaimed water)  Sodium  Total Volatile Organic Compounds
 Fecal Coliform or E. coli  Sodium Adsorption Ratio (SAR)  Toxicity Test Parameters
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

D. Engineering Plans (All Application Packages):
Per 15A NCAC 02U .0201(c) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer.
The engineering plans shall include the following items:
Table of contents with each sheet numbered.
A general location map with at least two geographic references, a vicinity map, fencing around treatment and storage
facilities.
A process flow diagram showing all flow, recycle/return, aeration, chemical, and wasting paths. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed to produce reclaimed water.)
Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed to produce reclaimed water.
Auxiliary power supply. (Non-conjunctive systems only.)
A hydraulic profile from the treatment plant headworks to the point where reclaimed water is released to the distribution
system. (Non-conjunctive systems only.)
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.

E. Specifications (All Application Packages):
Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
At a minimum, the specifications shall include the following items:
Table of contents with each section/page numbered.
Detailed specifications for each treatment and storage unit, as well as all piping, valves, equipment (i.e., pumps, blowers,
mixers, diffusers, flow meters, etc.), audible/visual high water alarms, liner material, etc. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed in order to produce reclaimed water.)
Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (All Application Packages):
Per 15A NCAC 02U .0201(c) or .0202(c), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer.
At a minimum, the engineering calculations shall include the following items:
Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (NOTE: “black box” calculations are unacceptable). (For
conjunctive facilities, include only those treatment units, in addition to existing units, that are needed to produce reclaimed
water.)
Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.). (For
conjunctive facilities, include only those treatment units, in addition to existing units, that are needed in order to produce
reclaimed water.)
Total and effective storage calculations for each storage unit.
Friction/total dynamic head calculations and system curve analysis for each pump used.
Manufacturer’s information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, etc.
Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

G. Water Balance (For Non-Conjunctive application packages that include new or modified reclaimed water storage units to be
located on the property of the reclaimed water generator):
Per 15A NCAC 02U .0202(k), submit a water balance that has been signed, sealed and dated by a qualified professional and
includes at a minimum:
The water balance should be run over at least a two year iteration, should consider precipitation into and evaporation from
all open atmosphere storage impoundments, and should use variable number of days per month and include:
Precipitation based on the 80th percentile and a minimum of 30 years of observed data.
Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
Soil drainage based on the geometric mean of the in-situ K SAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
Other factors that may restrict the hydraulic loading rate when determining a water balance include:
Depth to the SHWT and lateral groundwater movement.
Nutrient limitations and seasonal application times to ensure reclaimed water is applied at appropriate agronomic rates.
Note: Guidance on completing a water balance for non-conjunctive systems is available in the Water Balance Calculation
Policy.

H. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
Per 15A NCAC 02U .0802, submit a Residuals Management Plan that shall include, at a minimum:
A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, and disposed.
An evaluation of the treatment facility’s residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals. NOTE: Per 15A NCAC 02U .0402(n), a minimum of 30 days of residual
storage shall be provided for non-conjunctive reclaimed water systems.
A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application. NOTE: Per 15A NCAC 02U .0202(j), a written commitment is not required at
the time of this application; however, it shall be provided prior to operation of any permitted facilities herein.
If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed. NOTE: If an on-site restaurant or other business with
food preparation is contributing wastewater to this system, an oil/grease disposal plan shall be submitted.

I. Distribution System Monitoring Plan (All application packages):
Include a distribution system monitoring plan for verifying that reclaimed water standards (15A NCAC 02U .0301) will be met
at the utilization site(s). At a minimum, the following items shall be included:
Specify the sampling locations within the distribution system that will provide data representative of the reclaimed water
delivered to users.
The number of sampling locations should be equivalent to approximately 25 percent of the service connections to the
reclaimed water distribution system; or 5 locations, whichever is fewer. In no case shall fewer than two locations be
sampled.
Monitoring shall include samples of: fecal coliform, pH, and total residual chlorine.
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

J. Site Map (All Application Packages):
Non-Conjunctive Systems
Per 15A NCAC 02U .0202(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by
a North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
At a minimum, the site map shall include the following:
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 and storage areas.
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 treatment and storage
sites.
Setbacks as required by 15A NCAC 02U .0701(a) and (b).
Site property boundaries within 500 feet of all treatment and storage units.
All habitable residences or places of public assembly within 500 feet of all treatment and storage units.
Conjunctive Systems
Per 15A NCAC 02U .0201(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by
a North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
At a minimum, the site map shall include the following:
A scaled map of the site showing all facility-related structures and fences within the wastewater treatment and
storage areas.
Location of features in 15A NCAC 02U .0701(a) and (b), to the extent needed to determine compliance with
setbacks.

K. Education Program (All New Generators)
Per 15A NCAC 02U .0501, provide documentation of a program of education and approval for all reclaimed water users. At a
minimum this material shall include:
Definition of reclaimed water.
Information on the proper use of reclaimed water.
Examples of improper uses of reclaimed water.
Clarification that reclaimed water is not for drinking.
Clarification that reclaimed water cannot be discharged to surface waters and should not be allowed to runoff from the
utilization areas.
Address any other environmental and/or public health protection measures.
Methods to be used to provide employees educational material in a language they can understand.

ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT

By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]

DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 1 of 9
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U – RECLAIMED WATER SYSTEMS – GENERATION
FORM: RWG 06-16

I. CONTACT INFORMATION:
1. Applicant's name: Consolidated Diesel Company
2. Signature authority’s name: John E. Judd (per 15A NCAC 02T .0106) Title: Plant Manager
3. Applicant’s mailing address: 9377 U.S. Highway 301 North
City: Whitakers State: NC Zip: 27891-9641
Telephone number: [phone] Email Address: [e-mail]
4. Consulting Engineer’s name: Michael C. Wicker License Number: 11325 Firm: WithersRavenel

Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Telephone number: [phone] Email Address: [e-mail]
II. FACILITY INFORMATION
1. Reclaimed water generating facility name: Cummins RMEP WaterHub
Facility’s physical address: 9377 U.S. Highway 301 North
City: Whitakers State: NC Zip: 27891-9641 County: Nash
2. Facility Coordinates: Latitude: 36○ 05′ 40″ Longitude: -77○ 43′ 33″
Datum: NAD83 Level of Accuracy Nearest 10 seconds Method of Measurement
Aerial photography with ground control
3. USGS Map Name:
4. Information for nearest waterbody a:
Stream Index No.: UNT to Swift Creek (28-78-(2.5)) Stream Classification: C;NSW
a To determine the waterbody stream index number and its associated classification, download the current classifications list
at the following web address: https://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Quality/Aquifer%20Protection/LAU/Agreements/WSCA%2008-13.pdf.
5. Facility status: Proposed
6. Reclaimed water utilization will be:
Non-Conjunctive –reclaimed water utilization is required to meet the wastewater disposal needs of the facility.
Conjunctive – reclaimed water option is not necessary to meet the wastewater disposal needs of the facility and other
wastewater utilization or disposal methods are available at all times (15A NCAC 02U .0103(3)).
For Conjunctive, what is the alternate wastewater disposal method?
NPDES Permit No.
Other (specify): City of Rocky Mount Industrial User Pretreatment Permit (SIUP#1900)
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 2 of 9
III. INFORMATION ON RECLAIMED WATER GENERATION:
1. What is the origin of the influent (i.e., school, residential, hospital, municipality, industry, etc.)? Industrial
2. Reclaimed water generating capacity for this project: 50,000 to 75,000 gallons per day (GPD)
3. What is the wastewater type? Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? Yes or No
Has a wastewater chemical analysis been submitted in accordance with
Instruction C? Yes or No
4. How was the influent flow rate determined? 15A NCAC 02T .0114 or Representative Data
5. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? Yes or No
6. Provide the required information in the table below to document design flow pursuant to 15A NCAC 02T .0114:
Establishment Type Daily Design Flow a No. of Units Flow
CDC - Diesel Engine Manufacturing Facility 75,000 gal/day 1 75,000 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 75,000 GPD
IV. TREATMENT AND STORAGE UNIT SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance in feet from the treatment units, storage units, and utilization areas to each item listed
(distances greater than 500 feet may be marked N/A):
Setback Parameter Treatment Units/
5-day Upset Storage
Final Effluent Storage
Units
Required Actual Required Actual
Any habitable residence or place of assembly under separate
ownership or not to be maintained as part of the project site 100 820
Any private or public water supply source 100 140 100 200
Surface waters (streams – intermittent and perennial,
perennial waterbodies, and wetlands) 50 200 50 200
Any well with exception of monitoring wells 100 140 100 250
Any property line 50 640 50 500

2. Do the treatment and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)?
Yes or No If no, list non-compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? Yes or No
 If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? Yes or No
 If yes, has the required Non-Discharge Wastewater System Waiver (FORM: NDWSW) been included with this
application package? Yes or No

DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 3 of 9
V. RECLAIMED WATER CHARACTERISTICS:
1. Complete the table below by filling in the estimated influent concentrations and design effluent characteristics (15A NCAC 2U .0301):

2. Have calculations or historical data been provided to justify the design effluent values shown in Item V.1. above? (See Application Instruction F)? Yes No
 If No, please explain:

Parameter
Estimated
Influent
Concentration
Design Effluent
Monthly Average
Design Effluent
Geometric Mean

Design Effluent
Daily Maximum
Actual Required Actual Required Actual Required
BOD 5 1,286 mg/l < 5.0 mg/l 10 mg/l (Type 1)
5 mg/l (Type 2) < 5.0 mg/l 15 mg/l (Type 1)
10 mg/l (Type 2)
TSS 156 mg/l < 5.0 mg/l 5 mg/l (Type 1)
5 mg/l (Type 2) < 5.0 mg/l 10 mg/l (Type 1)
10 mg/l (Type 2)
NH 3 -N 89 mg/l < 1.0 mg/l 4 mg/l (Type 1)
1 mg/l (Type 2) < 1.0 mg/l 6 mg/l (Type 1)
2 mg/l (Type 2)
NO 3 -N NA mg/l < 15.0 mg/l
NO 2 -N NA mg/l < 1.0 mg/l
Total Nitrogen 134 mg/l < 15.0 mg/l 4 mg/l (wetland
augmentation only)
Total Phosphorus NA mg/l < 1.0 mg/l 1 mg/l (wetland
augmentation only)
TKN < 15.0 mg/l
Turbidity < 5 NTU 10 NTU (Type 1)
5 NTU (Type 2)
Fecal Coliforms
OR
E. Coli
(choose one)
TNTC/100 ml 14/100 ml 14/100 ml (Type 1)
3/100 ml (Type 2) 25/100 ml 25/100 ml (Type 1)
25/100 ml (Type 2)
Coliphage - (Type 2 only) TNTC/100 ml 5/100 ml 5/100 ml (Type 2) 25/100 ml 25/100 ml (Type 2)
Clostridium perfingen - (Type 2 only) TNTC/100 ml 5/100 ml 5/100 ml (Type 2) 25/100 ml 25/100 ml (Type 2)
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 4 of 9
VI. RECLAIMED WATER SYSTEM DESIGN CRITERIA (15A NCAC 02U .0401 or .0402)
1. Plan sheet number where instrumentation for continuous monitoring/recording for turbidity/particle count is shown:
2. Plan sheet number where instrumentation for continuous flow recording is shown:
3. What is the method of preventing public access to the treatment facility and five day upset basin? Secured site with
controlled acess with fence and guards.
 Plan sheet number where restricted access method is shown:
4. Is there an automatically activated standby power supply onsite? Yes No
 If Yes, plan sheet number where standby power supply is shown:
 If No, what other means will be used to prevent improperly treated wastewater from entering the storage, distribution, or
utilization system? System would overflow to the City of Rocky Mount Sewage Collection System
5. Will a certified operator of a grade equal or greater than the facility classification be on call 24 hrs/day? Yes or No
6. What classification of reclaimed water does the generator intend to provide per (15A NCAC 02U .0301)?
Type 1 – 15A NCAC 02U .0301(b); or
Type 2 - 15A NCAC 02U .0301(a) - (Note: Type 2 required for indirect contact irrigation of food chain crops where the
food product will not be peeled, skinned, cooked or thermally processed prior to human consumption.)
Are the following design criteria met for Type 2?
 Dual disinfection systems containing both UV disinfection and chlorination (or equivalent dual disinfection processes)
provided pursuant to 15A NCAC 02U .0401(h) or .0402(q)? Yes No
 Has documentation been provided to show that the combined treatment and disinfection processes are capable of the
following pathogen reductions pursuant to 15A NCAC 02U .0401(i) or .0402(r)?
 log 6 or greater reduction of E. coli Yes No
 log 5 or greater reduction of Coliphage Yes No
 log 4 or greater reduction of Clostridium perfringens Yes No
Other – 15A NCAC 02U .0301(c) – reclaimed water will be produced by an industrial facility, will be used at the facility
in the industry’s process, use area has no public access, and the use will not result in employee exposure.
Items VI.7.–VI.15. are for NON CONJUNCTIVE SYSTEMS – If you checked “Conjunctive” in Item II.6., skip to Section VII:
7. Is aerated flow equalization provided with a capacity of at least 25% of daily system design flow? Yes or No
 If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(b)?
8. Are dual facilities provided for all essential treatment units? Yes or No
Note: This refers to any unit process whose loss would likely render the facility incapable of meeting require performance
criteria including aeration, clarification, filtration, disinfection, pumps, blowers, etc. (See 15A NCAC 02T .0103(16))
 If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(c)?
9. Is automatic flow diversion to a 5-day upset pond provided in the event of plant upset? Yes or No
10. Does the treatment facility include any bypass or overflow lines? Yes or No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
11. Are multiple pumps provided wherever pumps are used? Yes or No
 If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(k)?

DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 5 of 9
VI. RECLAIMED WATER SYSTEM DESIGN CRITERIA (Continued)
12. Are any treatment or storage units located within the 100-year flood plain? Yes or No
 If Yes, which units are affected? (Note that water tight seals or a minimum of two feet protection from the 100-year
floodplain is required.)
 If No, then provide the distance to the nearest flood zone: > 800 (feet); and provide the typical elevation at the edge of the
flood zone: 88 (feet)
13. How many days of residuals storage are provided? < 1.0 (Note: 30 days required per 15A NCAC 02U .0402(n))
14. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)?
Yes, No, N/A – To be permitted separately, or N/A – Gravity fed

VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY
1. Type of treatment system (extended aeration, MBR, SBR, etc): MBR
2. Provide the requested treatment unit and mechanical equipment information (For conjunctive facilities, include only those
treatment units, in addition to existing units, that are needed to produce reclaimed water):
a. PRELIMINARY/PRIMARY TREATMENT: New Units, Modified Units N/A
Treatment Unit Number
of Units
Manufacturer
or Material
Dimensions (ft)
/ Spacings (in)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Other 2 IPEC Rotary
Influent Screen 2mm Opening
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT New Units, Modified Units N/A
Treatment Unit Number
of Units
Manufacturer
or Material
Dimensions
(ft)
Volume
(gallons)
Plan
Sheet
Number
Specification
Page
Number
Anoxic Basin 1 H2O
Innovations 71,125
Aeration Basin 1 H2O
Innovations 113,000
Aeration Basin 1 H2O
Innovations 65,000
Membrane Bioreactor (MBR) H2O
Innovations 20,006
Other
RO System
H2O
Innovations
Select
Select
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 6 of 9
VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY (Continued)
c. DISINFECTION New Units, Modified Units N/A
Treatment Unit Number
of Units
Manufacturer
or Material Dimensions (ft) Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Chlorination Tank 1 Ground Water
Storage Tank 40' dia x 27'
SWH 250,000 Existing
Select
Select
Select
 If chlorination is the proposed method of disinfection, specify detention time provided: 30 minutes (NOTE: 30 minutes
minimum required), and indicate at what treatment unit chlorine contact occurs: Ground Water Storage Tank
 If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps per
bank: and maximum disinfection capacity: GPM.
d. RESIDUALS TREATMENT New Units, Modified Units N/A
Treatment Unit Number
of Units
Manufacturer
or Material Dimensions (ft) Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Aerobic Digester 1 Existing
Concrete Unit 15'x30'x10' 30,000
Select
Select
e. PUMPS New Units, Modified Units N/A
Location Number
of Pumps Purpose Manufacturer /
Type
Capacity Plan Sheet
Number
Specification
Page Number GPM TDH
Ex. Grinder Pumps 2 Feed Existing 52
WW Feed Pumps 2 WW Feed Goulds/Solids 52 30
Permeate Pumps 2 MBR Perm Vogelsang 52 33
RAS/WAS Pumps 2 RAS/WAS KSB 417 10.1
Transfer Pumps 2 RO/Eff Feed Grundfos 34 81
RO Pumps 2 RO Feed Grundfos 60.3 607
RO CIP Pump 1 RO CIP Grundfos 80 115
Service Water 1 RCW
Service Goulds 17 35.5
f. BLOWERS New Units, Modified Units N/A
Location No. of
Blowers Units Served Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Number
Specification
Page Number
Aerobic Tank 1 1 1 Aerzen 675
Aerobic Tank 2 1 1 Aerzen 337
Membrane 1 1 1 Aerzen 111
Membrane 2 1 1 Aerzen 111

DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 7 of 9

VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY (Continued)
g. MIXERS New Units, Modified Units N/A
Location No. of
Mixers Units Served Manufacturer /
Type
Power
(hp)
Plan Sheet
Number
Specification
Page Number
Anoxic Tank 2 1 KSB 2.8

h. FLOW METERS, OTHER RECORDING DEVICES & RELIABILITY New Units, Modified Units N/A

Device Number
of Units
Maximum
Capacity Manufacturer Location
Plan
Sheet
Number
Specification
Page
Number
Influent Flow Measuring Device 1 100 Endress &
Hauser
Influent
Screen
Turbidimeter 2 1 NTU Hach Permeate
Discharge
Effluent Flow Measuring Device 1 100 Endress &
Hauser
RO and
Transfer
Select
Select
Select
i. DISTRIBUION PUMP / DOSING TANK (IF APPLICABLE): New Units, Modified Units N/A
Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or φ x H) 40 ft ft 27 ft
Total volume ft3 250,000 gallons
Dosing volume ft3 gallons
Audible & visual alarms
Equipment to prevent irrigation during rain events
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929

FORM: RWG 06-16 Page 8 of 9
VIII. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0402
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water storage impoundments located at the generator site? Yes or No
 If no, then skip the remaining items in Section VIII.
2. What is the storage impoundment type? Select
3. Storage Impoundment Coordinates (degrees, minutes, seconds): Latitude: ○ ′ ″ Longitude: - ○ ′ ″
Datum: Select Level of accuracy: Select Method of measurement: Select
4. Do any impoundments include a discharge point (pipe, spillway, etc)? Yes or No
 If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? Yes or No
 Provide the NPDES permit number ; or the date when NPDES application was submitted:
5. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? Yes or No
6. Is the impoundment designed to receive surface runoff? Yes or No
 If yes, what is the drainage area? ft2, and was this runoff incorporated into the water balance? Yes or No
7. Will the reclaimed water be placed directly into or in contact with GA classified groundwater? Yes or No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? Yes or No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
 If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than 1 x 10-7 cm/s? Yes, No or N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface water
or groundwater standards will not be contravened? Yes or No
 If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? Yes, No or N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? Yes or No or N/A
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements Earthen Impoundment Dimensions
Liner type: Clay Synthetic Top of embankment elevation: ft Other Unlined
Liner hydraulic conductivity: cm/s Freeboard elevation: ft
Hazard class: Select Toe of slope elevation: ft
Designed freeboard: ft Impoundment bottom elevation: ft
Total volume: ft3 gallons Mean seasonal high water table depth: ft
Effective volume: ft3 gallons Embankment slope: :
Effective storage time: days Top of dam water surface area: ft2
Plan Sheet Reference: Freeboard elevation water surface area: ft2
Specification Section: Bottom of impoundment surface area: ft2
DocuSign Envelope ID: 66564848-CA54-404B-AA4A-628018710929
4/17/2019
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U – RECLAIMED WATER SYSTEMS – CONJUNCTIVE UTILIZATION
INSTRUCTIONS FOR FORM: RWCU 06-16 & SUPPORTING DOCUMENTATION

INSTRUCTIONS FOR FORM: RWCU 06-16 & SUPPORTING DOCUMENTATION Page 1 of 3

Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested
additional information. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section’s Non-Discharge Permitting Unit website

General – This application is for projects involving the conjunctive use of reclaimed water. Conjunctive use means that the proposed
utilization option is not required to meet the wastewater disposal needs of the facility, and that other permitted
utilization/disposal alternatives are also available. Unless otherwise noted, the Applicant shall submit one original and
two copies of the application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form. Note
that distribution of reclaimed water in a bulk manner requires submittal of FORM: RWBD. Use of reclaimed water for the
purposes of wetlands augmentation requires submittal of FORM: RWWA.
A. Conjunctive Use of Reclaimed Water (FORM: RWCU 06-16) Application (All application packages):
Submit the completed and appropriately executed Conjunctive Use of Reclaimed Water (FORM: RWCU 06-16) form.
Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions,
attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to
which they refer.
The user name in Item II.1. shall be consistent with the user name on the plans, specifications, agreements, etc.
The Professional Engineer’s Certification on Page 7 of this form shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
The Applicant’s Certification on Page 7 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized
representative for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a
sole proprietorship; and by either an executive officer, an elected official in the highest level of elected office, or other
authorized employee for a municipal, state, or other public entity. An alternate person may be designated as the signing
official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
If this project is for a renewal without modification, use the Non-Discharge System Renewal (FORM: NDSR) application.
B. Property Ownership Documentation (All Application Packages involving new or expanding uses of reclaimed water):
Per 15A NCAC 02U .0201(e), the Applicant shall demonstrate they are the owner of all reclaimed water utilization sites.
Property ownership documentation shall consist of one of the following:
Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
An easement running with the land specifically indicating the intended use of the property and meeting the requirements
of 15A NCAC 02L .0107(f), or
A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat
or survey map.
C. Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
Per 15A NCAC 02U .0201(h), submit an agronomist evaluation that has been signed, sealed and dated by a qualified
professional and includes at a minimum:
Recommendations concerning the cover crop’s ability to accept the proposed application rates of reclaimed water.
Recommendations concerning the cover crop’s ability to accept the proposed nutrient loading rates in the reclaimed
water.
Seasonal irrigation restrictions, if appropriate.

INSTRUCTIONS FOR FORM: RWCU 06-16 & SUPPORTING DOCUMENTATION Page 2 of 3

D. Soil Evaluation (All Application Packages that include new irrigation sites):
Per 15A NCAC 02U .0201(b), submit a soil evaluation of the utilization area(s) that has been signed, sealed and dated by a
North Carolina Licensed Soil Scientist and includes at a minimum:
The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
Soil evaluation recommendations shall include at a minimum:
Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
Seasonal irrigation restrictions, if appropriate.
All projects involving irrigation to food chain crops shall submit a standard soil fertility analysis conducted no more than
one year prior to permit application for the following parameters (15A NCAC 02U .1401):
 Acidity  Exchangeable sodium percentage (by calculation)  Phosphorus
 Base saturation (by calculation)  Magnesium  Potassium
 Calcium  Manganese  Sodium
 Cation exchange capacity  Percent humic matter  Zinc
 Copper  pH
E. Engineering Plans (All Application Packages):
Per 15A NCAC 02U .0201(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by
a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following items:
Table of contents with each sheet numbered.
A general location map with at least two geographic references and a vicinity map.
Plan and profile views of all onsite storage units including inlet and outlet (if applicable) structures.
Location and details of all proposed distribution mains.
All irrigation areas and/or other utilization areas, showing the extent of reclaimed water application.
For irrigation of food chain crops, plans shall clearly show the method of irrigation (i.e. direct or indirect).
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.

F. Specifications (All Application Packages):
Per 15A NCAC 02U .0201(c), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer.
At a minimum, the specifications shall include the following items:
Table of contents with each section/page numbered.
Detailed specifications for the proposed reclaimed water utilization system, including all piping, valves, pumps, flow
meters, high water alarms, cross connection controls, etc. For irrigation systems, include details for spray heads and/or
drip emitters.
Details for any onsite storage units, including dimensions, storage volume, liner requirements, etc.
Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
G. Engineering Calculations (All Application Packages):
Per 15A NCAC 02U .0201(c), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
At a minimum, the engineering calculations shall include the following items:
Total and effective storage calculations for each storage unit.
Friction/total dynamic head calculations and system curve analysis for each pump used.
Manufacturer’s information for all pumps, flow meters, spray heads/emitters, etc.
Flotation calculations any storage units constructed partially or entirely below grade.
For irrigation systems, demonstrate that the irrigation rate will not exceed the Soil Scientist’s recommendations.
Demonstrate how estimated reclaimed water usage was determined.

INSTRUCTIONS FOR FORM: RWCU 06-16 & SUPPORTING DOCUMENTATION Page 3 of 3

H. Site Map (All Application Packages):
Per 15A NCAC 02U .0201(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor. For clarity, multiple site maps of the
facility with cut sheet annotations may be submitted. The site map shall include the following items at a minimum:
A scaled map of the site with topography showing all facility-related structures and fences within the reclaimed water
utilization areas.
The location of features in 15A NCAC 02U .0701(a) and (b), to the extent needed to determine compliance with setbacks.

I. Food Crop Irrigation Landowner Agreement (Projects involving irrigation of food chain crops where the irrigation site is not
owned by the supplier of the reclaimed water).
Provide a notarized agreement between the reclaimed water user and the reclaimed water generator that includes the
following items at a minimum:
A description of the approved uses and conditions for use of the reclaimed water consistent with 15A NCAC 02U
.1401.
A condition requiring the reclaimed water supplier to provide the landowner with the results of sampling performed to
document compliance with reclaimed water effluent standards.
A condition requiring the landowner to report to the reclaimed water supplier any use of the reclaimed water
inconsistent with this agreement.

ONE ORIGINAL AND ONE COPY OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT

By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]

FORM: RWCU 06-16 Page 1 of 7
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U – RECLAIMED WATER SYSTEMS – CONJUNCTIVE UTILIZATION
FORM: RWCU 06-16

I. CONTACT INFORMATION:
1. Applicant's name: Consolidated Diesel Company
Mailing address: 9377 U.S. Highway 301 North
City: Whitakers State: NC Zip: 27891-9641
Telephone number: [phone] Email Address: [e-mail]
2. Signature authority’s name: John E. Judd (per 15A NCAC 2T .0106) Title: Plant Manager
3. Consulting Engineer’s name: Michael C. Wicker License Number: 11325 Firm: WithersRavenel
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Telephone number: [phone] Email Address: [e-mail]
4. Consulting Soil Scientist’s name: NA License Number: Firm:
Mailing address:
City: State: Zip: -
Telephone number: ( ) - Email Address:
5. Consulting Agronomist’s name: NA Firm:
Mailing address:
City: State: Zip: -
Telephone number: ( ) - Email Address:
II. USER INFORMATION
1. Reclaimed water user name(s): Consolidated Diesel Company
User facility physical address: Same as above
City: State: Zip: - County:
2. Facility status: Existing
3. What is the proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a)?
(Check all that apply)
Irrigation (non food crop) Irrigation (food chain crops) Industrial process water make up
Cooling towers Chiller/Boiler makeup Urinal/Toilet flushing (non-residential)
Fire protection (non-residential)
Other (specify):
4. Estimated amount of reclaimed water to be used: 50,000 gallons per day
5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? Yes or No
 If Yes, list permit number: WQ0040079
 If No, then the Reclaimed Water Generation application (FORM: RWG) must also be included in this package.
6. In accordance with 15A NCAC 02U .0501(a)(2) and (b)(2), how will the public and/or employees be notified about the use of
reclaimed water? CDC has monthly meeting for regular employee training, such notification will be part of those meeting
prior to starup.
7. Specify the location within the application package where examples of notification materials can be found:

FORM: RWCU 06-16 Page 2 of 7
III. UTILIZATION AREA SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance in feet from the storage units and utilization areas to each item listed (distances greater
than 500 feet may be marked N/A):
Setback Parameter
Utilization Areas Final Effluent Storage
Units
Required Actual Required Actual
Any private or public water supply source 100 275
Any property line 50 487
Any well with exception of monitoring wells 100 336 100 275
Surface waters (streams – intermittent and perennial,
perennial waterbodies, and wetlands) classified as SA 100 NA 50 NA
Surface waters (streams – intermittent and perennial,
perennial waterbodies, and wetlands) not classified as SA 25 300 50 200

2. Do the utilization areas and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)?
Yes or No
 If no, list non-compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? Yes or No
 If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? Yes or No
 If yes, has a Non-Discharge Wastewater System Waiver (FORM: NDWSW) been included with this application
package? Yes or No
IV. DESIGN CRITERIA FOR DISTRIBUTION SYSTEMS (15A NCAC 02U .0403)
1. Fill in the table below to indicate the location in the plans and specifications where the following items can be located:
Distribution System Design Element Plan Sheet
Number
Specification Page
Number
Labeling of valves, storage facilities, and outlets to warn the public or
employees that reclaimed water is not intended for drinking in
accordance with 15A NCAC 02U .0403(b)
22 14 14
Identification of piping, valves, and outlets as reclaimed water
(i.e., color coding purple, labeling, taping, etc.) in accordance with 15A
NCAC 02U .0403(c) a
22 14 14
Method of securing valves and outlets the permits operation by
authorized personnel only in accordance with 15A NCAC 02U .0403(d) 22 14 14
Hose bibs locked for use by authorized personnel only in accordance
with 15A NCAC 02U .0403(e) 22 14 14
a. Identification of existing underground distributions systems shall be incorporated within 10 feet of crossing any water
line or sanitary sewer line.

2. Will potable water be used to supplement the reclaimed water system? Yes or No Note: Potable water will be able
to supplement reclaimed water sources, however no potable water will be used to feed the reclaimed water storage
tanks or other portions of that process.
 If yes, what cross connection control measures will be taken in accordance with 15A NCAC 02U .0403(f)?
Plan Sheet Number Specification Page Number
 If yes, is documentation that the proposed cross-connection control measures have been approved by the Division of
Environmental Health’s Public Water Supply Section included in this application package? Yes or No
3. Has each utilization area been equipped with a flow meter to accurately determine the volume of reclaimed water utilized?
Yes or No

FORM: RWCU 06-16 Page 3 of 7
V. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0401
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water operational storage impoundments located at the utilization site(s)? Yes or No
 If no, then skip this Section V.
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: . ○ Longitude: - . ○
3. Do any impoundments include a discharge point (pipe, spillway, etc)? Yes or No
 If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? Yes or No
 Provide the NPDES permit number ; or the date when NPDES application was submitted:
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? Yes or No
5. Is the impoundment designed to receive surface runoff? Yes or No
If yes, what is the drainage area? ft2
6. Is a liner provided with a hydraulic conductivity no greater than 1 X 10 -6 cm/s? Yes or No
 If No, has the Applicant provided data to show that the reclaimed water source is protective of the groundwater standard
for nitrates (10 mg/l)? Yes or No
7. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
 If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than 1 x 10-7 cm/s? Yes, No or N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface water
or groundwater standards will not be contravened? Yes or No
 If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? Yes, No or N/A
8. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
9. If applicable, provide the specification page references for the liner installation and testing requirements:
10. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? Yes or No
11. Provide the requested earthen impoundment design elements and dimensions:

Earthen Impoundment Design Elements Earthen Impoundment Dimensions
Liner type: Clay Synthetic Top of embankment elevation: ft Other Unlined
Liner hydraulic conductivity: cm/s Freeboard elevation: ft
Hazard class: Select Toe of slope elevation: ft
Designed freeboard: ft Impoundment bottom elevation: ft
Total volume: ft3 gallons Mean seasonal high water table depth: ft
Effective volume: ft3 gallons Embankment slope: :
Effective storage time: days Top of dam water surface area: ft2
Plan Sheet Reference: Freeboard elevation water surface area: ft2
Specification Section: Bottom of impoundment surface area: ft2

FORM: RWCU 06-16 Page 4 of 7
VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS
1. Will reclaimed water be used for irrigation? Yes or No
 If no, then skip this Section.
2. The irrigation system is: existing proposed
3. The irrigation system is: Select
4. Does the irrigation area contain any subsurface drainage structures? Yes or No
 If yes, where does the drainage system discharge?
5. Provide the equipment information below for spray and/or drip systems:
Spray Utilization Design Element Plan Sheet
Number
Specification
Page Number
Wetted area of nozzles ft2
Nozzle capacity gpm
Nozzle manufacturer / model /

Drip Utilization Design Element Plan Sheet
Number
Specification
Page Number
Wetted area of emitters ft2
Emitter capacity gpm
Emitter manufacturer / model /

6. If applicable, provide the location of each design element in the specifications and engineering plans for irrigation dosing
systems:
Utilization Pump Tank Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or φ x H) ft ft ft
Total volume ft3 gallons
Dosing volume ft3 gallons
Audible & visual alarms
Equipment to prevent utilization during rain events

FORM: RWCU 06-16 Page 5 of 7
VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS (Continued)

7. Provide the following information for each irrigation site:

Site
ID Latitude a Longitude a Area
(ft2)
Recommended
Precipiation Rate b
(in/hr)
Design
Precipitation
Rate b(in/hr)
Crop
Type Waterbody
Stream
Index No. c
Classification c
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
a. Level of accuracy? Select Method of measurement? Select Datum? Select
b. For seasonal loading rates, list appropriate months.
c. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Aquifer%20Protection/LAU/Agreements/WSCA%2008-13.pdf

VII. INFORMATION FOR OTHER CONJUNCTIVE UTILIZATION AREAS (other than irrigation)
1. Will reclaimed water be utilized for purposes other than irrigation? Yes or No If No, skip this Section.
2. Provide the following information for all other reclaimed water utilization sites (non-irrigation):

Site ID Latitude a Longitude a Allowable Use Waterbody/Stream Index No. b Classification b
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
○ ′ ″ - ○ ′ ″
a. Level of accuracy? Select Method of measurement? Select Datum? Select
b. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Aquifer%20Protection/LAU/Agreements/WSCA%2008-13.pdf

FORM: RWCU 06-16 Page 6 of 7
VIII. IRRIGATION OF FOOD CHAIN CROPS
1. Will the system be used to irrigate food chain crops? Yes or No
2. If Yes, please complete the flowchart below by checking the appropriate yes/no responses. If No, skip this Section.

Yes No

Yes No

3. For food crop irrigation sites not owned by the reclaimed water supplier, has a Landowner Agreement been included in the
application package as outlined in Instruction I? Yes or No or N/A
4. What type of notification will be provided at the irrigation site(s) to inform the public about the use of reclaimed water in
accordance with 15A NCAC 02U .1401?

Will the portion of the crop intended for
human consumption be peeled, skinned,
cooked, or thermally processed prior to
human consumption?
Type 1 reclaimed water is
allowed pursuant to (15A
NCAC 02U .0301(b)), for
direct or indirect contact
irrigation.
Will the irrigation activity result in the
direct contact of reclaimed water on
the portion of the crop intended for
human consumption (direct contact
irrigation)?
This activity is not allowed
without further study pursuant
to 15A NCAC 02U .1401(a)(5).
Type 2 reclaimed water is
allowed pursuant to
15A NCAC 02U .0301(a), for
indirect contact irrigation.
4/17/2019
NORTH CAROLINA
ROB° COOPER ntal Quality
"r°
Secretary
LINDA CULP.EPPER.
October 26, 2018
JOHN E. JUDD — PLANT MANAGER
CONSOLIDATED DIESEL COMPANY
9377 US 301 NORTH
WHITAKERS, NORTH CAROLINA 27891-9641
Subject: Permit No. WQ0040079
Consolidated Diesel Company
WaterHub
Reclaimed Water Generation
and Conjunctive Reclaimed
Water Utilization System
Nash County
Dear Mr. Judd:
In accordance with your permit application request received June 13, 2018, and subsequent
additional information received August 29, 2018, we are forwarding herewith Permit No. WQ0040079
dated October 26, 2018, to Consolidated Diesel Company (a subsidiary of Cummins Engine Holding
Company, Inc.) for the construction and operation of the subject reclaimed water generation and
conjunctive reclaimed water utilization facilities.
This permit shall be effective from the date of issuance until May 31, 2024, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements listed in Attachments A and B. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
_.AE Q5
North Carolina Department of Environmental Quality I Division of Water Resources I Non -Discharge Branch
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.3654

Mr. John E. Judd
October 26, 2018
Page 2 of 2
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Tessa Monday at [phone] or
tessa.mondavr ncderin gov.
Sincerely,
mda Culpepper, Interim Director
ivision of Water Resources
cc: Nash County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
John Van Gehuchten, PE — McKim & Creed (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION AND CONJUNCTIVE RECLAIMED WATER
UTILIZATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Consolidated Diesel Company
Nash County
FOR THE
construction and operation of a 75,000 gallon per day (GPD) reclaimed water generation system consisting
of. an influent screen with flow meter; two 52 gallon per minute (GPM) grinder pumps; 30,000 gallon
primary clarifier with two sludge pumps; two 52 GPM wastewater feed pumps; a sodium hydroxide feed;;
two 2 millimeter (mm) screens; a 40,320 gallon anoxic basin with two 2.4 horsepower (hp) mixers; a 39,310
gallon aeration basin with a 296 cubic feet per minute (CFM) blower; two 28,920 gallon aeration basins
each with a 296 CFM blower; two 8,887 gallon hollow fiber membrane tanks each supported by a 2,400
square meter membrane element; two 52 GPM permeate pumps, a I I I CFM blower, and a 1,500 gallon
permeate tank; an alum feed system; a sodium hypochlorite feed system; a citric acid feed system; two 34
GPM transfer pumps and two 60.3 GPM reverse osmosis (RO) feed pumps; a RO system with a 80 GPM
RO clean -in -place (CIP) pump; a sodium hypochlorite feed system; a 250,000 gallon chlorination tank; a
30,000 gallon aerobic digester; two 417 GPM recycle/wasting activated sludge pumps; a 17 GPM utility
water pump; two turbidimeters; an effluent flow measuring device; and all associated piping, valves,
controls, and appurtenances; and the
construction and operation of a reclaimed water utilization system consisting o£ ground storage tank; pump
house; and all associated piping, valves, controls, and appurtenances for use of the reclaimed water in two
cooling towers
to serve the Consolidated Diesel Company WaterHub, with no discharge of wastes to surface waters,
pursuant to the application received June 13, 2018, and subsequent additional information received by the
Division of Water Resources, and in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environmental Quality and considered a part
of this permit.
This permit shall be effective from the date of issuance until May 31, 2024, and shall be subject to the
following specified conditions and limitations:
WQ0040079 Version 1.0 Shell Version 180711 Page 1 of 9

I. SCHEDULES
Upon completion of construction and prior to operation of the new reclaimed water generation and
utilization facilities, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that the permitted facility has been installed in accordance with this
permit, Division approved plans and specifications, and other supporting documentation, including the
location of all monitoring wells as applicable. If this project is to be completed in phases and partially
certified, the Permittee shall retain the res onsibili . to track further construction approved under the
same permit, and shall provide a final certificate of completion once the entire project has been
completed. Mail the Certification to the Division of Water Resources, Non -Discharge Branch, 1617
Mail Service Center, Raleigh, NC 27699-1617 or Non-Discharge.Reports(a7ncdenr.gov. [15A NCAC
02T .0116]
2. The Raleigh Regional Office, telephone number [phone], shall be notified at least 48 hours in
advance (excluding weekends and holidays) of operation of the newly installed facilities such that an
in -place inspection can be made. Notification to the regional supervisor shall be made from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays. [15A NCAC 02T .0108(b)(2)]
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application.
[15A NCAC 02U .0106, 02U .0109]
II. PERFORMANCE STANDARDS
The subject reclaimed water facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, or failure of the utilization areas to adequately assimilate the
reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement reclaimed water generation and utilization
facilities, or cessation of reclaimed water utilization activities. [G.S. 143-215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [ 15A NCAC 02B .0200, 02L .0100]
3. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U .0300]
4. Reclaimed water may only be utilized at the sites listed in Attachment B. [G.S. 143-215.1]
5. The use of reclaimed water permitted herein in no way negates, precludes, or invalidates the most recent
reissuance of the Permittee's IUP permit with the City of Rocky Mount (Permit No. 1900), and the
Permittee shall continue to comply with all conditions provided for therein. [G.S. 143-215.1]
WQ0040079 Version 1.0 Shell Version 180711 Page 2 of 9

6. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed water.
b. All reclaimed water piping, valves, outlets and other appurtenances shall be color -coded, taped or
otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone 522)
and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO
NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on purple
(i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT DRINK."
Identification tape shall be installed on reclaimed water pipelines in a visible manner, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing reclaimed
water shall be taped or otherwise identified as noted above. This identification need not extend
the entire length of the distribution system, but shall be incorporated within 10 feet of crossing
any potable water supply line or sanitary sewer line.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -
potable quality. As an alternative to the use of locked vaults with standard hose bib services, other
locking mechanisms such as hose bibs which can only be operated by a tool may be placed above
ground and labeled as non -potable water.
[15ANCAC 02U .0403]
No direct cross -connections shall be allowed between reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
8. Reclaimed water distribution lines shall be located at least 10 feet horizontally from and 18 inches
below any water line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[15A NCAC 02U .0403(h)]
Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well or 50 feet from a public well. [15A NCAC 02U
.0403 (i)]
10. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches
above any sewer line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[15A NCAC 02U .04030)]
WQ0040079 Version 1.0 Shell Version 180711 Page 3 of 9

11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells: 100
b. The setbacks for treatment units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
c. The setbacks for final effluent storage units shall be as follows (all distances in feet):
i. Any private or public water supply source: 100
ii. Surface waters: 50
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 50
[ 15A NCAC 02U .0701 ]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The reclaimed water generation and utilization facilities shall be properly maintained and operated at
all times. The facilities shall be effectively maintained and operated as a reclaimed water system to
prevent- the discharge of any reclaimed water or partially treated effluent resulting from the operation
of this facility. [15A NCAC 02T .0108(b)(1)]
2. The Permittee shall maintain an Operation and Maintenance Plan, which at a minimum shall include
the following:
a. Description of the system in sufficient detail to show what operations are necessary for the system
to function and by whom the functions will be conducted;
b. A map of all distribution lines and record drawings of all utilization systems under the Permittee's
control;
c. Description of anticipated maintenance activities;
d. Include provisions for safety measures including restriction of access to sites and equipment; and
e. Spill control provisions including response to upsets and bypasses including control, containment,
remediation, and contact information for plant personnel, emergency responders and regulatory
agencies.
[15A NCAC 02U .0801]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. At the time of this permit issuance, a certified ORC is not required for
conjunctive reclaimed water users. [15A NCAC 02U .0117]
WQ0040079 Version 1.0 Shell Version 180711 Page 4 of 9

4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U .0401(e), 02U .0402(i)]
5. The turbidimeter shall be tested and calibrated at a minimum of once per year. Calibration records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15A NCAC 02T .0108(b)(1)]
6. Only reclaimed water generated at Consolidated Diesel Company WaterHub shall be utilized and/or
distributed in accordance with this permit. [G.S. 143-215.1]
7. An automatically activated standby power source or other means (5-day storage and gravity flow to the
City of Rocky Mount sewer system) to prevent improperly treated wastewater from entering the
storage, distribution, or utilization system shall be provided. [15A NCAC 02U .0401(d)]
8. Public access to the reclaimed water generation facilities shall be prohibited. [15A NCAC 02U
.0402(f)]
9. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. [15A
NCAC 02U .0501]
10. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited unless diverted to an alternate treatment or collection system. [ 15A NCAC 02T .0108(b)(1)]
11. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T
.0108(b)(1)]
12. Effluent shall be discharged in accordance with the City of Rocky Mount Permit No. 1900 if the limit
for fecal coliform (e.g., daily maximum concentration of 25 colonies per 100 mL) or turbidity (e.g.,
instantaneous maximum of 10 NTU) is exceeded, until such time as the reclaimed water standards are
met at the generating facility. [15A NCAC 02U .0401(c)]
13. The Permittee shall develop and implement an education program to inform users (including
employees) about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be maintained
consistent with the reclaimed water uses. All educational materials shall be made available to the
Division upon request. [15A NCAC 02U .0501(a)(4)]
14. The Permittee shall provide notification to the public and/or employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking. Such notification shall be provided to
employees in a language they can understand. [15A NCAC 02U .0501]
15. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02U .0802. [15A NCAC 02T .1100, 02U .0802]
16. Reclaimed water used for activities other than land application shall not be used in a manner that causes
exposure to aerosols. [15A NCAC 02U .0501(b)(6)]
WQ0040079 Version 1.0 Shell Version 180711 Page 5 of 9

IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses)
necessary to ensure groundwater and surface water protection shall be established, and an acceptable
sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the reclaimed water generating facility shall be continuously monitored, and daily flow
values shall be reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the accuracy
and reliability of flow measurement consistent with accepted engineering and scientific practices.
Selected flow measurement devices shall be capable of measuring flows with a maximum deviation of
less than ten percent from true flow; accurately calibrated at a minimum of once per year; and
maintained to ensure the accuracy of measurements is consistent with the selected device's accepted
capability. The Permittee shall maintain records of flow measurement device calibration on file for a
period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
[15A NCAC 02T .0105(k)]
4. The Permittee shall monitor the reclaimed water from the generating facility at the frequencies and
locations for the parameters specified in Attachment A. [ 15A NCAC 02T .0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of reclaimed water distributed to
each site in Attachment B and shall include the following information:
a. Date of reclaimed water distributed; and
b. Volume of reclaimed water distributed to each approved site (monthly total).
Monthly tracking records for all users shall be summed and reported on Form NDMR (see Attachment
A) under parameter WQO1 (Flow, Reclaimed Water Distributed). This value shall represent the total
volume of reclaimed water distributed for that month. [ 15A NCAC 02T .0108(c)]
6. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Visual observations of treatment plant and plant site;
b. Date of calibration of flow measurement device(s);
c. Date of calibration of turbidimeter;
d. Date and results of power interruption testing on alternate power supply;
e. Record of preventative maintenance (e.g., changing/adjusting of equipment, pump and valve
maintenance, cross connection control, testing, inspections and cleanings, etc.; and
f. Record of all unpermitted releases of reclaimed water to surface water or land surface including
date of occurrence, estimated volume of release, cause, and corrective action taken.
[I 5A NCAC 02T .0108(b)(1)]
WQ0040079 Version 1.0 Shell Version 180711 Page 6 of 9

Three copies of all effluent monitoring data and reclaimed water distribution data (as specified in
Conditions IV.3., IV A., and IV.5.) shall be submitted on Form NDMR for each PPI listed in Attachment
A. Reporting forms shall be submitted on or before the last day of the following month. If no reclaimed
water distribution activities occurred during the monitoring month, monitoring reports documenting
the absence of the activity are still required to be submitted. All effluent monitoring data shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center, Raleigh, North Carolina, 27699-1617. [15A NCAC 02T .0105(1)]
8. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919) 791-
4200, as soon as possible, but in no case more than 24 hours, or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5,000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV.61 but do not require Regional Office notification.
d. Any time self -monitoring indicates the facilities permitted herein have gone out of compliance with
the limitations contained in this permit.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
betaken to ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
reclaimed water generation and utilization facilities. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the reclaimed water generation and utilization facilities to
prevent malfunction, facility deterioration and operator errors resulting in discharges, which may cause
the release of wastes to the environment, a threat to human health or a public nuisance. The Permittee
shall maintain an inspection log that includes, at a minimum, the date and time of inspection,
observations made; and any maintenance, repairs, or corrective actions taken. The Permittee shall
maintain this inspection log for a period of five years from the date of the inspection, and this log shall
be made available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the reclaimed water generation and utilization facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this permit,
and may collect groundwater, surface water or leachate samples. [G.S. 143-215.1]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143-215.6A to 143-215.6C]
WQ0040079 Version 1.0 Shell Version 180711 Page 7 of 9

2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n).
[G.S. 142-215.1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under 15A
NCAC 02B .0200 and 02H .0500; National Pollutant Discharge Elimination System (NPDES)
requirements under 15A NCAC 02H .0100, and documentation of compliance with Article 21 Part 6
of Chapter 143 of the General Statutes. [ 15A NCAC 02T .0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a written
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050)]
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [ 15A NCAC 02T .0110]
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 26t' day of October 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
?-Linda Culpepper, Interim Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0040079
WQ0040079 Version 1.0 Shell Version 180711 Page 8 of 9

Permit No. WQ0040079 Reclaimed Water Generation and Conjunctive Utilization System
Consolidated Diesel Company October 26, 2018
Consolidated Diesel Company WaterHub Nash County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I,_ _ , as
a duly registered Professional Engineer in the State of North Carolina, having the Permittee's authorization
to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility, hereby state to the
best of my abilities that due care and diligence was used in the observation of the construction, such that
the facility was built within substantial compliance and intent of this permit, the Division approved plans
and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0040079 Version 1.0 Shell Version 180711
Page 9 of 9

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CUMMINS INC.
Secretary's Certificate
I, Mark J. Sifferlen, do hereby certify that:
1. 1 am the duly elected, qualified and acting Corporate Secretary of Cummins Inc.,
an Indiana corporation ("CMI").
2. I have access to records of ownership and control of CMI and its subsidiaries and
affiliates.
3. CMI owns 100% of and controls Cummins Engine Holding Company Inc., a
general partnership governed by the North Carolina Uniform Partnership Act,
which in turn owns 50.1 % of Consolidated Diesel Company, a/k/a (internally)
Rocky Mount Engine Plant (the "Company"), and CMI owns 100% of and controls
Cummins CDC Holding Company Inc., which in turn owns 49.9% of the Company.
4. Therefore, CMI ultimately owns 100% of the Company.
5. As of the date hereof, John E. Judd is the Plant Manager of the Company and has
been granted the authority to sign documents relating to the day-to-day activities of
the Company.
IN WITNESS WHEREOF, I have hereunto signed my name as of this 31 Sc day of
July, 2018.
— ow- I. -a -
Mark J. Sifferlen, Co rate Sec
STATE OF INDIANA )
) SS:
COUNTY OF MARION )
Subscribed and sworn to before me, a Notary Public in and for said County and
State, this 3 1 ' day of July, 2018.
7RACEY L. WOOLSEY
E Ofee,� Notgry Pubim. State of Indiana
•„omarb t County
�;i(,.rLh�___
N 664207
. .SEA
Commission
My Commission Expires
A rll 03, 2023
�l
r�\ A 11�6 1 A
Tracey L. Woolsey '
County of Residence: Morgan Coun
Commission Number 664207
Exp. Date: April 3, 2023

Existing
Distribution
Pumps
Existing Tank
Repurposed
as Reclaimed
Water Tank
RO Reject
WAS
Permeate
Pumps
Transfer
Pumps
Reverse Osmosis
Pumps and Skids
WAS/RAS
Pumps
Scour
Blower
Permeate
Tank
Existing
Sewer
Danko cooling towers
(future)
Existing Sludge
Aerobic Digester
Gravity to existing
ChemTreat cooling towers
ChlorineRASTreated Industrial WW
Cummins RMEP
Sanitary WW Anoxic
Reactor Aerobic Tank #1 Aerobic Tank #2
Greenhouse
Existing
Grinder
Pump
Station
Process
Blowers
Process
Blowers
Membrane
Tanks 1 & 2
Cummins RMEP
Schematic Process Flow Diagram
4/16/19
ProjectCummins RMEP WaterHubTaskFlow and Mass Balance Unit ProcessDateApril 10, 2019Treatment Component1234567891011121314ReclaimedParameterUnit Comb IN Screen Eff Anoxic Aerobic Hydroponic Permeate RAS WAS RO Feed RO Bypass RO Perm RO Reject Screen Wash RCW Eff QualityAverage Day FlowMGD0.075 0.089 0.389 0.389 0.389 0.075 0.3 0.0015 0.064 0.011 0.051 0.013 0.014 0.062Average Day Flowgpm52.3 62 270 270 270 52 208 1 44.2 7.8 35 8.84 10 43pHSU 6.86.57777777777776.5‐8.0Conductivityumhs2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 10 11,170          2350 353 400‐500CBODmg/l1286 1286 1135 1052 1013 0.62 1230 1230 0.62 0.62 0 3.5 0.62 0.093 <5TSSmg/l233 160 3818 3746 3707 0 4545 4545000000<5TDSmg/l2015 2015 2015 2015 2015 2015 2015 2015 2015 2015 10 10,035          2015 302Ammoniamg/l103 103 28.8 1.24 0.15 0.11 0.11 0.11 0.11 0.11 0 0.55 0.11 0.02 <1TKNmg/l213 213 338 307 303 5.53 370 370 5.53 5.53 0 27.65 5.53 0.8295Total Pmg/l10 10 94.47 94.46 94.46 1.22 116 116 1.22 1.22 0 6.1 1.22 0.183 <2TemperatureC12 12 12 12 12 12 12 12 12 12 12 12 12 12Oil & Greasemg/l30 28 22 105055000000Calcium (as CaCO3)mg/l98 98 98 98 98 98 98 98 98 98 0 490 98 18 <50Magnesium (as CaO3)mg/l26 26 26 26 26 26 26 26 26 26 0 129 26 4.7 <10Total Hardnessmg/l124 124 124 124 124 124 124 124 124 124 0 619 124 22M‐Alkalinitymg/l64 64 64 64 64 64 64 64 64 64 0 320 64 12 25‐50Chloridemg/l203 203 203 203 203 203 203 203 203 203 0 1014 203 37Sulfatemg/l198 198 198 198 198 198 198 198 198 198 0 988 198 36Silicamg/l22 22 22 22 22 22 22 22 22 22 0 110 22 4 <10Ironmg/l0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0 3.41 0.68 0.02Aluminiummg/l0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0 2.74 0.55 0.1Manganesemg/l0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0 2.59 0.52 0.09Cadmiummg/l0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0 0.01 0.002 0.000Chromiummg/l0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0 0.08 0.016 0.003Coppermg/l0.073 0.073 0.073 0.073 0.073 0.073 0.073 0.073 0.073 0.073 0 0.365 0.073 0.013Leadmg/l0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0 0.08 0.016 0.003Nickelmg/l0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0 0.085 0.017 0.003Zincmg/l0.452 0.452 0.452 0.452 0.452 0.452 0.452 0.452 0.452 0.452 0 2.26 0.452 0.082Silvermg/l0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0 0.05 0.01 0.0002Cyanidemg/l0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0 0.025 0.005 0.001Table based on Biowin model report provided by Sustainable H2O for elimination of primary clarifer, increased anoxic basin and increased aeration basin volume mixing and aeration requirements. Reviewed and approved by WithersRavenel. 4/16/2019
Cummins RMEP WaterHub
O&M Description Page 1 of 7 Original - 7/27/2018; Revised – 4/16/2019
Cummins Rocky Mount Engine Plan (RMEP) WaterHub
General Process Description, Operation and Maintenance Plan

(The intent of this document is to comply with the permit requirements to provide a brief
process description, O&M Plan, Residuals Management Plan, general Distribution System
Monitoring Plan, and address Emergency Power Supply for the WaterHub.)

General Process Description

The Cummins RMEP WaterHub is designed to treat for reuse sanitary wastewater and pre-
treated industrial wastewater from the Cummins Diesel Engine facility. The design capacity of
the WaterHub is 75,000 Gallons per Day (GPD). The WaterHub is designed as a conjunctive use
facility providing effluent quality suitable for discharge at the existing City of Rocky Mount
sanitary sewage collection system. This system will also be treating wastewater to meet North
Carolina reuse standards. This reclaimed water will be reused in the cooling towers located on
site and only serve the Cummins RMEP facility.

The proposed WaterHub includes both reuse of existing facilities and new facilities. The
existing grinder pump station, clarifier (repurposed from secondary to primary), aerobic
digester, and ground storage tank (once used for well water storage) will be reused as part of
this project. A new headworks system with two (2) 2mm fine screen, anoxic tank, aerobic tanks,
membrane solid separation system, chlorination system, chemical feed system, Reverse Osmosis
(RO) membrane system, and supporting cleaning system. Chemical feed systems for the
process include sodium hydroxide (pH adjustment, alkalinity addition), alum (phosphorous
precipitation), sodium hypochlorite (membrane cleaning, disinfection, RO antifouling),
ammonia (chloramine production for RO anti-fouling), citric acid (membrane cleaning), and an
RO specific cleaning agent. Provisions are made for future drum systems and future carbon
feed system if it determined to be necessary to meet lower total nitrogen effluent values.

General Operational Requirement and Plan

The Cummins WaterHub will employ appropriately certified wastewater treatment plant
operators on staff to operate, monitor, and maintain the treatment process and equipment.
General operational responsibilities include, but are not limited to the following:

1. Comply with NCDEQ rules and regulations.
2. Comply with the facilities Industrial User Pretreatment Permit
3. Comply with the digested sludge requirements per the
4. Monitor, operate, and maintain the treatment facilities.
5. Maintain required records of treatment operations, maintenance, residuals disposal,
effluent flow and quality, RCW usage, chemical usage, etc.
6. Perform required compliance testing in accordance with permit requirements.
7. Submit monitoring and other reports as required by NCDEQ.
Cummins RMEP WaterHub
O&M Description Page 2 of 7 Original - 7/27/2018; Revised – 4/16/2019
8. Implement operational procedures for dealing with emergency situations.
9. Comply with safety rules and regulations.
10. Report any line breaks or spills to the proper authorities.

Description of Operation

The following is a description of the existing wastewater system, how it will be modified, and
where new equipment will be installed. This will convert the existing Cummins Wastewater
facility from a pre-treatment plant which discharges to the Rocky Mount sanitary collection
system to a system which will produce reclaimed water for use at the Cummins RMEP facility.

1. Existing Industrial Pre-Treatment Plant, which treats industrial wastewater sources for
solids, oil & grease, petroleum products, and metals prior to flow entering the grinder
pump station. This system will remain unchanged.
2. Existing grinder pump station, which conveys wastewater to the existing activate sludge
aeration tanks. This system will be modified so that effluent flows to existing clarifier
influent.
3. Existing aeration process which currently is the primary reaction volume for the
combined sanitary and industrial treatment effluent plant. This process consists of a
large tank in which blower provide air through jets which keep the wastewater mixed
and provide the required air for biological reactions. Modified tanks will be kept in place
however they will be cleaned out and all process piping, blower jet piping will be
removed from inside the existing tanks. A new sump pump located in this tank will
remove rainwater which will collect in the existing tanks.
4. Existing aeration blowers currently provide air to the existing activated sludge process.
These blowers and associated electrical equipment will be completely removed from the
site.
5. Existing clarifier feed pumps currently move wastewater from the aerobic tanks to the
clarifier for solids separation. These pumps and associated electrical equipment will be
completely removed.
6. The existing clarifier currently separate solids from the activated sludge process and
allows for sludge to be returned to the head of the process as return activated sludge
and discharged to the aerobic digester as waste activated sludge. Effluent from the
clarifier flows by gravity to the City of Rocky Mount sewage collection system for
further treatment prior to discharge. This clarifier will be repurposed as a primary
clarified designed to remove small, high density metal particles and other solid
materials from the wastewater process that may interfere with membrane reliability. The
existing clarifier and the discharge point to the City of Rocky Mount will not be re-used.
7. The existing clarifier sludge pumps currently remove sludge from existing clarifier and
return it to the activated sludge process or waste it to the aerobic digester. These sludge
pumps will continue to operate however they will only discharge sludge to the aerobic
Cummins RMEP WaterHub
O&M Description Page 3 of 7 Original - 7/27/2018; Revised – 4/16/2019
digester and will no longer serve the purpose of recycling activated sludge through the
process.
8. The existing aerobic digester and aerobic digester blower reduces the sludge volume
from the aerobic process prior to land application of the solids (through a permitted
subcontractor). Supernatant from the aerobic digester overflows to the existing aerobic
tanks. The existing digester tank and blower will remain however the ability to
overflow to the existing aerobic tanks will be plugged and a new decant pump will be
added to return supernatant to the head of the primary clarifier.
9. A new clarifier pump tank and wastewater feed pumps will serve to deliver wastewater
from the existing wastewater treatment plant site to the proposed WaterHub site.
10. The existing Sodium Hydroxide pumps currently feed chemical to the clarifier and WAS
digester. This system will be modified feed to the clarifier will now feed sodium
hydroxide to the discharge of the clarifier feed pumps (flow paced).
11. Two new 2 mm 2 dimensional screens will be installed above the anoxic tank. These
screens will serve to remove solid material not removed by the primary clarifier that
may damage the membrane system.
12. A new anoxic reactor with two mixers will serve as the first reaction tank for wastewater
entering the WaterHub system. An odor control system will pull air from the headspace
of this tank to control odor emissions.
13. The new primary aerobic tank will be the first aerated reaction tank of the WaterHub
and will also serve as the location for hydroponic plantings. A blower will feed air
through fine bubble diffusers mounted to the bottom of the tank. This tank will also be
under reduced pressure for odor control purposes as its headspace will be shared with
the anoxic tank.
14. Two new aerobic tanks will follow the anoxic tank. These tanks are each served by a
dedicated blower and will provide additional reaction time for the process. On the
downstream end of the tanks will be a diver wall separating the aerobic zone of the
process from membrane tanks. Hollow fiber membranes will be set in this portion of the
process and allow for separation of water from the suspended solids portion of the
wastewater down to a pore size of five microns.
15. Two, new permeate pumps, which will be located in a pre-fabricated equipment
building, will pull water through the membranes and deliver it to a permeate tank.
These pumps will be reversible to clean the membranes by pumping a sodium
hypochlorite or a citric acid solution back through the membranes as a Clean In Place
(CIP) procedure.
16. Two, new WAS/RAS sludge pumps located in the pre-fabricated equipment building,
will draw activated sludge from the end of the membrane tank. This activated sludge
will either be recycled back to the head of the anoxic tank (typical operation) or to the
primary aerobic tank (service operation). These pumps will also be able to pump waste
sludge to the existing aerated digester located next to the existing clarifier.
Cummins RMEP WaterHub
O&M Description Page 4 of 7 Original - 7/27/2018; Revised – 4/16/2019
17. A new permeate tank located in the pre-fabricated equipment building will serve as a
small storage area for clean water required to complete the membrane clean in place
operation.
18. New transfer pumps will pull water from the permeate tank and either deliver it directly
to the existing ground storage tank or to the Reverse Osmosis booster pumps. On this
skid will also be a small service water pump and hydro-pneumatic tank designed to
provide a wash water to the influent screens.
19. A new Reverse Osmosis (RO) skid will serve to remove dissolved solids from the treated
wastewater permeate. There will be one RO system however there will be two stages
where the reject from the first stage is passed through a second stage in order to further
reduce the RO reject flow stream. RO reject will be discharged directly to the sewer at a
point downstream from where sewage is collected by the system for the WaterHub. A
new RO CIP skid and RO CIP tank will clean scale buildup from the RO membranes
when needed.
20. Water from the Transfer Pumps and the RO skid will combine before Sodium
Hypochlorite is fed to the combined flow stream by new feed pumps. It is also possible
for the transfer pumps to discharge treated wastewater directly to the sewage system if
reclaim water demand is not present.
21. An existing ground storage tank historically had provided a place to store groundwater
from an existing well. However, this system has never or rarely been used as the
Cummins facility has always used city water. This system will be modified to remove
the pipe between the well pump and connect to the chlorinated reclaimed water
discharge from the WaterHub. This ground storage tank will serve as not only
reclaimed water storage prior to distribution but a restriction will be made in the control
of this tank to maintain a certain level of water, required to provide the necessary
chlorine contact time for pathogen inactivation.
22. The final existing pump house is designed to allow water from the ground storage tank
to flow through an existing control valve to the Cooling Towers or allow existing pumps
to deliver the water to the existing industrial process systems inside the Cummins
RMEP facility. This system will be modified so that the pumps will be disconnected
from feeding the existing industrial facility. The existing connection and control to the
Cooling Towers will remain.

Sampling and Monitoring Plan

The following is a description of the sampling and monitoring plan for the Cummins RMEP
WaterHub.
1. Influent wastewater will be tested for the following parameters and frequency:
a. TSS (mg/L) 24 hour composite sample, weekly
b. O&C (mg/L) 24 hour composite sample, weekly
c. BOD5 (mg/L) Monthly, 24 hour composite
Cummins RMEP WaterHub
O&M Description Page 5 of 7 Original - 7/27/2018; Revised – 4/16/2019
d. NH3 (mg/L) Monthly, 24 hour composite
e. pH (SU) grab, daily
f. Turbidity (NTUs) grab, daily
g. Conductivity (uS/cm) grab, daily
2. Process values will be tested for the following parameters and frequency:
a. ORP (mV), on-line instrument continuous
b. Conductivity (uS/cm), on-line instrument continuous
c. Dissolved Oxygen (mg/L) on-line instrument continuous
d. pH (SU) on-line instrument continuous
3. Effluent wastewater will be tested for the following parameters and frequency:
a. Conductivity (uS/cm), on-line instrument continuous and grab daily
b. pH (SU) on-line instrument continuous and grab daily
c. Turbidity (NTU) on-line instrument continuous and grab daily
d. Total Residual chlorine (mg/L) on-line instrument continuous
e. BOD5 (mg/L) Monthly, 24 hour composite
f. TSS (mg/L) Monthly, 24 hour composite
g. NH3 (mg/L) Monthly, 24 hour composite
h. Escherichia coli (geometric mean) Monthly, 24 hour composite
i. Coliphage (geometric mean) Monthly, 24 hour composite
j. Clostridium perfingen (geometric means) Monthly, 24 hour composite
4. Additional testing as required to meet the Industrial Discharge permit.

Alarms will be tied to regulated parameters to alert operators prior to exceeding any of the
NCDEQ regulated reclaimed water standards. The system will discharge to the sewer in the
unanticipated condition that the reclaimed water does not meet reclaimed water requirements.

General Maintenance Requirements and Plan

Maintenance of the wastewater treatment and disposal system generally includes, but is not
limited to the following:

1. Provide preventive maintenance of equipment as required per manufacturer’s
instructions including valves and valve actuators, pumps and motors, chemical feed
systems, headworks screen system, blowers, instrumentation and controls, samplers, etc.
2. Prepare a preventive maintenance schedule, keep maintenance records updated.
3. Maintain necessary tools and supplies on-site for proper repair, maintenance, and
calibration of equipment and controls for proper operation and control of process
equipment and systems.
4. Perform field sampling, testing, and process control activities required to optimize the
performance of the facility.
5. Repair any broken equipment or piping leaks as required.
6. Keep spare parts, piping repair equipment, etc. in inventory for emergency use and
repairs.
Cummins RMEP WaterHub
O&M Description Page 6 of 7 Original - 7/27/2018; Revised – 4/16/2019
7. Provide for removal of compacted screenings from the plant site to the sanitary landfill.
8. Coordinate pickup and removal of digested biosolids by a licensed sludge hauler and
handler for ultimate residuals disposal.
9. Provide for general housekeeping and grounds maintenance.

Safety Measures and Access Control

Cummins has a rigorous site safety plan which will encompass the WaterHub. These safety
measures include required hearing and eye protection, lock out tag out for electrical control, fall
protection, hot work procedures, confined space procedures, and a complete set of alarms
across the site. Cummins also has their own Emergency Medical team for prompt responses.

Access to the site is controlled by 24 hour a day 7 days a week by guards. The entire site is
fenced with access control. Training is required before anyone can access the site and
additional training is required before anyone can be on site unescorted. These site restriction
and safety requirements apply for the WaterHub site.

Residuals Management Plan

The following is a description of the various residuals and discharge locations for such residuals
from the proposed Cummins RMEP WaterHub. Residuals include the following materials and
their respective destination. The materials presented reflect only those materials that will be
removed from the site on a regular basis and does not include residuals which are recycled
internally in the system.

1. Primary Clarifier Sludge
a. Description: Solids removed from the primary clarifier.
b. Destination: Clarifier sludge is pumped to the WAS Digester for thickening
(~0.8% solids to ~4% solids). Digested WAS is disposed of at an approved See
attached land application permit documentation.
2. Primary Clarifier Skimmer
a. Description: Oil and grease material removed by the primary clarifier.
b. Destination: Oil and grease flows to the WAS Digester for thickening (~0.8%
solids to ~4% solids). Digested WAS is disposed of at an approved See attached
land application permit documentation.
3. Influent Screenings
a. Description: Material removed from the raw wastewater
b. Destination: Combined with other residual waste from the RMEP facility and is
disposed of through a residual waste disposal contract to an approved landfill.
4. Waste Activated Sludge
a. Description: Waste sludge from the biological activated sludge process. Also
includes precipitated phosphorous from the addition of Alum to the process.
Cummins RMEP WaterHub
O&M Description Page 7 of 7 Original - 7/27/2018; Revised – 4/16/2019
b. Destination: WAS is pumped to the WAS Digester for thickening (~0.8% solids to
~4% solids). Digested WAS is disposed of at an approved See attached land
application permit documentation.
5. Reverse Osmosis Reject
a. Description: Rejected total dissolved solids from Reverse Osmosis (RO) process.
b. Destination: RO reject is discharged to the municipal sewer system, downstream
from interception point of sewage collected for the influent to the WaterHub. See
the attached industrial discharge permit.

Emergency Power

There will be no emergency power for the proposed WaterHub as there is no emergency power
to the majority of the Cummins RMEP facility. If power were interrupted, then the industrial
processes upstream from the WaterHub would also lose power and therefore wastewater flow
would be reduced. Certain control panels, alarms, and other systems across the site do have
battery backups to provide continuous monitoring of the system.

Submittal Form
H2O Innovation 1-888-688-0170 Template revision : 00
Revision Date : 2016-03-23
Document title Process Blowers
Name Cummins Rocky Mount
Address Rocky Mount, NC
Document #, revision # Submitted by Pages Peer reviewer Prepared by
18U5021-C06-0007,00 H2O Innovation 11 DO'N NC
Information
☐
Review
☒
Fabrication / procurement
☐
As built
☐
Package description Waterhub
Tags
Project # Purchase order # Submittal #
18U5021 N/A
Customer Checklist
☐1. Reviewed and no comments. Approved as
submitted and no need to resubmit.
Authorized by:
☐2. Reviewed, proceed with work and approved
once comments are incorporated. No need to resubmit.
Title:
☐3. Not accepted, work may not proceed. Revise
and resubmit.
Signature:
☐4. For information only – No approval required Date:
Revision Tracking History
H2O Innovation document # Customer
Document # Date
Document # Sequence # Revision #
C06 0007 0 30-Jan-2019
Submittal Form

H2O Innovation 1-888-688-0170 Template revision : 00
Revision Date : 2016-03-23

Specification Variation Tracking List
# Page Customer Specifications H2O comments
1
2
3
4
5
6
7
8
9
10
* Status should be “Accepted”, “Info” or “No Change”

Submittal Form

H2O Innovation 1-888-688-0170 Template revision : 00
Revision Date : 2016-03-23

Submittal Modification Tracking List
# Customer request H2O comments Status *
1
2
3
4
5
6
7
8
9
10
* Status should be “Accepted”, “Info” or “No Change”

Submittal Form

H2O Innovation 1-888-688-0170 Template revision : 00
Revision Date : 2016-03-23

Selection Details

Description Positive Displacement Blower
Model GM25S-DN125-30HP
Manufacturer Aerzen
Connections 5 in. flexible sleeve
Electrical 480VAC / 3Ph / 60Hz
Motor 30 HP
Duty points 675 scfm @ 6.5 psig
Service Aerobic Tank

Submittal Form

H2O Innovation 1-888-688-0170 Template revision : 00
Revision Date : 2016-03-23

Selection Details

Description Positive Displacement Blower
Model GM10S-DN80-15HP
Manufacturer Aerzen
Connections 3 in. flexible sleeve
Electrical 480VAC / 3Ph / 60Hz
Motor 15 HP
Duty points 337 scfm @ 6.5 psig
Service Hydroponic Tank

Aerzen Canada
1995 Montée Labossière, Vaudreuil-Dorion, Québec J7V 8P2
SCOPE OF SUPPLY
1 Aerzen Generation 5 Blower Package - GM 25S DN 125 - Pressure - including:
Aerzen GM 25S Blower
Drive Motor - Teco: 30hp, 1800rpm, TEFC, 460V/60Hz
Base with integrated reactive type discharge silencer
Intake filter silencer
Hinged motor support as automatic belt tensioning device
Set of vibration isolation mounts
Narrow v-belt drive with guard - 1 set
Spring loaded relief valve preset to: 1050 mbar
Discharge manifold with externally accessible integrated check valve
Flexible connector with clamps for schedule 40 pipe, discharge
9999
Instruments
Pressure gauge c/w isolation ball valve (1x)
Dirty filter indicator (1x)
norisant - Intérieur/Extérieur
lexible - Entrée
tor/Ph
9999
Capot Ins Accessories
Manchon Acoustic Enclosure - Indoor/Outdoor
1 Thermis Inlet flexible sleeve - DN 125 (5")
Motor Protection - 1 Thermistor/Ph
9999
Optional Spare Parts
1 Year Spare Kit
2 Year Spare Kit
9999
DN 125 Connection Points:
DN 125 Intake Connection: Local
Discharge Connection: DN 125 - 5"
0
Exclusions: See page 2
2019-01-30 4 / 12
Aerzen Canada
1995 Montée Labossière, Vaudreuil-Dorion, Québec J7V 8P2
[e-mail]
PERFORMANCE DATA
Aerzen Blower Package - GM 25S DN 125 - Pressure
Configuration:G5
Conditions:SCFM 675 Min Flow
Flow at inlet conditions m³/min 19.12 3.14
Icfm 675 111
Inlet pressure ( abs. )bar 1.010 1.010
Psi 14.6 14.6
Pressure differential mbar(g) 450 450
Psig 6.5 6.5
Inlet temperature °C 20 20
Discharge temperature °C 62 85
Blower speed RPM 3832 980
Blower maximum speed RPM 4800 4800
% of maximum blower speed 80% 20%
Power required at shaft (with accessories) ** kW 18.8 4.4
HP 25.2 6.0
Total Power (Wire to Air):HP 27.6 6.8
Motor rating HP 30.0
Motor speed RPM 1765 451
Motor frequency Hz 60 15
Noise level without acoustic hood dB(A) 95
Noise level with acoustic hood dB(A) 72
Tolerances as per EN 10204, in accordance with standard ISO 1217:
Flow at inlet conditions / Power required at shaft +/- 5%
Blower package noise level:
Free field measurement at 1m from the complete blower package ( tolerance +/- 2 dB(A) )
Tests and measurements:
Blower stage: 1.5 hour flow test at the factory ( Germany ) on a calibrated test bed, at maximum
operating conditions and according to DIN 1945. acceptance tolerance: +/- 5%.
A complete test report is available upon request.
On Site Commissioning
Available upon request, charges to be advised.
- Any commissioning activity is subject to two weeks prior notice and completion of commissioning checklist.
- Any on-site activity outside the time indicated will be billed according to the Aerzen Standard Rate Sheet
Exclusions
Control Panels, Motor Starters, Piping and Electrical Connections
* Unloading valves are required for reduced voltage starters
Warranty
Blowers including accessories are warranted for a period of 12mo / max 18mo after delivery and
after provisional acceptance of the work against defects in workmanship and design. This warranty
does not cover wearing parts unless such parts are defective during shipping / commissioning.
As per Aerzen standard warranty terms.
** Power at shaft excludes drive motor and belt drive
2019-01-30 5 / 12
1500 9011701040 1051350
1250610215375(110)AIR EXHAUST240 1201805939 CABLE LEADS[‘[‘375“294“
20
33451547“1446“580327“1250“880AIR INTAKESEE CONNECTIONDETAILSDISCHARGEINLETVIEW 'A-A' - FRONT OF UNITOIL LEVELINDICATOR12345678911ROTATION1315161718192021SEE CONNECTIONDETAILS326GROUNDING CONNECTIONfor straddling dowels A/B 12/15 - Liebig - dowel( not included in Aerzen's scope of supply )min.80
3
‘ANCHORINGDETAILS102x 202x 20150‘'1
5" SCHED 40
CONNECTIONDETAILSA4B3CD4321AB2C1DNOTICE: THIS DRAWING AND ALL INFORMATION HEREIN IS THE PROPERTY OF AERZEN CANADA.AND ITS SUBSIDIARIES AND SHALL NOT BE REPRODUCED BY ANY MEANS IN WHOLE OR INPART OR USED AS THE BASIS FOR MANUFACTURE WITHOUT WRITTEN PERMISSION.SHEET: 1 OF 1TITLETHIRD ANGLE PROJECTIONDWG NO.REVIEWED BYDATESIZE: ABFEBRUARY 08, 2011--ZG-00789DN 125 - PRESSUREG5 - GM 25SSCALE: NONEDRAWN BYREVNOTEQTY.POSDESCRIPTION11BLOWER - GM 25S - 175 KGD12ELECTRIC MOTOR - WEG 320T REPRESENTED13BASE FRAME / DISCHARGE SILENCER - DN 12514CONNECTION HOUSING WITH CHECK VALVE - DN 12565VIBRATION ISOLATORS - DN 12516DISCHARGE FLEXIBLE SLEEVE - DN 125 / 5" SCHED. 4017PRESSURE RELIEF VALVE - DN 80 - SET TO 1050 mbar18INLET FILTER / SILENCER ASSEMBLY - DN 12519INLET FILTER ELEMENTE110BELT GUARD111DRIVER SHEAVEE112DRIVER BUSHING113DRIVEN SHEAVEE114DRIVEN BUSHING115V-BELT SET116FILTER MAINTENANCE INDICATOR117DISCHARGE PRESSURE GAUGE118ACOUSTIC ENCLOSURE119FAN - MOUNTED ON BLOWER SHAFTG120INLET FLEXIBLE SLEEVE - DN 125 / 5" SCHED. 40G121UNLOADING VALVEA-08/02/11-08/02/11RELEASE-B-18-10-12-18-10-12UPDATE ON GENERAL ARRANGMENT DRAWINGREVDRAWN BYDATEREVIEWEDDATEDETAILSAREAREVISION DETAILSNOTES:A.UNIT ASSEMBLY WEIGHT WITHOUT MOTOR: 580 KGB.PAINT: AERZEN STANDARD BLUEC.1M CLEARANCE IS RECOMMENDED AT THE FRONT OF THE UNIT FORMAINTENANCE ACCESSD.MOTOR: WEG 320T REPRESENTEDE.NOT SHOWN ON DRAWINGF.FOR VARIABLE SPEED APPLICATIONS, CONSTANT TORQUE VFD AREREQUIREDG.OPTIONALAERZEN CANADA 1995 MONTEE LABOSSIERE, VAUDREUIL QC JV7 8P2(450) 424-3966 PH, [phone] FXCAUTIONBLOWER PACKAGES MUST BE CAREFULLY LEVELED.USE OIL LEVEL ON SIGHT GLASSES OF THE BLOWERSTAGE. USE PROVIDED SHIMS TO ADJUST LEVEL IFNECESSARY. PLEASE REFER TO THE OPERATING ANDINSTALLATION INSTRUCTIONS MANUAL (DOCUMENT #G4-006) FOR MORE DETAILS.
Aerzen Canada
1995 Montée Labossière, Vaudreuil-Dorion, Québec J7V 8P2
SCOPE OF SUPPLY
1 Aerzen Generation 5 Blower Package - GM 10S DN 80 - Pressure - including:
Aerzen GM 10S Blower
Drive Motor - Teco: 15hp, 1800rpm, TEFC, 460V/60Hz
Base with integrated reactive type discharge silencer
Intake filter silencer
Hinged motor support as automatic belt tensioning device
Set of vibration isolation mounts
Narrow v-belt drive with guard - 1 set
Spring loaded relief valve preset to: 1050 mbar
Discharge manifold with externally accessible integrated check valve
Flexible connector with clamps for schedule 40 pipe, discharge
9999
Instruments
Pressure gauge c/w isolation ball valve (1x)
Dirty filter indicator (1x)
norisant - Intérieur/Extérieur
lexible - Entrée
tor/Ph
9999
Capot Inso Accessories
Manchon f Acoustic Enclosure - Indoor/Outdoor
1 Thermis Inlet flexible sleeve - DN 80 (3")
Motor Protection - 1 Thermistor/Ph
9999
Optional Spare Parts
1 Year Spare Kit
2 Year Spare Kit
9999
DN 80 Connection Points:
DN 80 Intake Connection: Local
Discharge Connection: DN 80 - 3"
0
Exclusions: See page 2
2019-01-30 10 / 12
Aerzen Canada
1995 Montée Labossière, Vaudreuil-Dorion, Québec J7V 8P2
[e-mail]
PERFORMANCE DATA
Aerzen Blower Package - GM 10S DN 80 - Pressure
Configuration:G5
Conditions:SCFM 337 Min Flow
Flow at inlet conditions m³/min 9.55 1.14
Icfm 337 40
Inlet pressure ( abs. )bar 1.010 1.010
Psi 14.6 14.6
Pressure differential mbar(g) 450 450
Psig 6.5 6.5
Inlet temperature °C 20 20
Discharge temperature °C 64 113
Blower speed RPM 4036 1010
Blower maximum speed RPM 4800 4800
% of maximum blower speed 84% 21%
Power required at shaft (with accessories) ** kW 10.0 2.3
HP 13.4 3.0
Total Power (Wire to Air):HP 14.7 3.5
Motor rating HP 15.0
Motor speed RPM 1765 442
Motor frequency Hz 60 15
Noise level without acoustic hood dB(A) 88
Noise level with acoustic hood dB(A) 67
Tolerances as per EN 10204, in accordance with standard ISO 1217:
Flow at inlet conditions / Power required at shaft +/- 5%
Blower package noise level:
Free field measurement at 1m from the complete blower package ( tolerance +/- 2 dB(A) )
Tests and measurements:
Blower stage: 1.5 hour flow test at the factory ( Germany ) on a calibrated test bed, at maximum
operating conditions and according to DIN 1945. acceptance tolerance: +/- 5%.
A complete test report is available upon request.
On Site Commissioning
Available upon request, charges to be advised.
- Any commissioning activity is subject to two weeks prior notice and completion of commissioning checklist.
- Any on-site activity outside the time indicated will be billed according to the Aerzen Standard Rate Sheet
Exclusions
Control Panels, Motor Starters, Piping and Electrical Connections
* Unloading valves are required for reduced voltage starters
Warranty
Blowers including accessories are warranted for a period of 12mo / max 18mo after delivery and
after provisional acceptance of the work against defects in workmanship and design. This warranty
does not cover wearing parts unless such parts are defective during shipping / commissioning.
As per Aerzen standard warranty terms.
** Power at shaft excludes drive motor and belt drive
2019-01-30 11 / 12
183“GROUNDING&211(&7,21‘DISCHARGEINLET12345678911131520SEE CONNECTIONDETAILSSEE CONNECTIONDETAILSROTATION9401134105715 9857512018039258“258“240 591058“
1280
105
9255582581162116171819CABLE LEADS[‘[‘OIL LEVELINDICATORAIR INTAKEAIR EXHAUSTAAVIEW 'A-A' - FRONT OF UNIT4x ANCHORING+2/(6‘210ANCHORING DETAILSANCHORING BY OTHERSfor straddling dowels A/B 12/15 - Liebig - dowel( not included in Aerzen's scope of supply )min. 80
3
‘2x 52x 5010‘'1
3" SCHED 40
CONNECTIONDETAILSA4B3CD4321AB2C1DNOTICE: THIS DRAWING AND ALL INFORMATION HEREIN IS THE PROPERTY OF AERZEN CANADA.AND ITS SUBSIDIARIES AND SHALL NOT BE REPRODUCED BY ANY MEANS IN WHOLE OR INPART OR USED AS THE BASIS FOR MANUFACTURE WITHOUT WRITTEN PERMISSION.SHEET: 1 OF 1AERZENAERZEN CANADA1995 MONTEE LABOSSIERE, VAUDREUIL QC JV7 8P2(450) 424-3966 PH, [phone] FXTITLETHIRD ANGLE PROJECTIONDWG NO.REVIEWED BYDATESIZE: ACFEBRUARY 08, 2011-- ZG-00799DN 80 - PRESSUREDELTA - GM 10SSCALE: NONEDRAWN BYREVNOTEQTY.POSDESCRIPTION11BLOWER - GM 10S - 105 KGD12ELECTRIC MOTOR - WEG 250T REPRESENTED13BASEFRAME / DISCHARGE SILENCER - DN 8044VIBRATION ISOLATORS - DN 8015CONNECTION HOUSING WITH CHECK VALVE - DN 8016DISCHARGE FLEXIBLE SLEEVE - DN 80 / 3" SCHED 4017PRESSURE RELIEF VALVE - DN 50 - SET TO 1050 mbar18INLET FILTER / SILENCER - DN 8019INLET FILTER ELEMENT - G5 DN 80E110BELT GUARD - DN 80111DRIVER SHEAVEE112DRIVER BUSHING113DRIVEN SHEAVEE114DRIVEN BUSHING115V-BELT SET116FILTER MAINTENANCE INDICATOR - WIKA117DISHARGE PRESSURE GAUGE WITH BALL VALVE - WIKA118ACOUSTIC ENCLOSURE - G5 DN 80 - INDOOR INSTALLATION119MECHANICAL FAN - MOUNTED ON BLOWER SHAFT - GM 4S/7LG120INLET FLEXIBLE SLEEVE - DN 80 / 3" SCHED 40G121UNLOADING VALVEA-08/02/11-08/02/11RELEASE-B-18-10-12-18-10-12UPDATE ON GENERAL ARRANGMENT DRAWINGC-04-27-18--UPDATESREVDRAWN BYDATEREVIEWEDDATEDETAILSAREAREVISION DETAILSNOTES:A.UNIT ASSEMBLY WEIGHT WITHOUT MOTOR: 387 KGB.PAINT: AERZEN STANDARD BLUEC.1M CLEARANCE IS RECOMMENDED AT THE FRONT & REAROF THE UNIT FOR MAINTENANCE ACCESSD.MOTOR: WEG 250T REPRESENTEDE.NOT SHOWN ON DRAWINGF.FOR VARIABLE SPEED APPLICATIONS, CONSTANT TORQUEVFD ARE REQUIREDG.OPTIONAL
NCNHDE-6040
May 16, 2018
Ashley Bentz
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
RE: Cummins RMEP
Dear Ashley Bentz:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates that there are
no records for rare species, important natural communities, natural areas, and/or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that have been
documented within a one-mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of
natural areas and conservation/managed areas within a one-mile radius of the project area, if any, are also
included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of the project
area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact
information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or Federally-listed
species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Cummins RMEP
May 16, 2018
NCNHDE-6040
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Animal
Assemblage
32528 Waterbird Colony ---2010-04-19 C 5-Very
Low
------GNR S3
Mammal 24389 Corynorhinus rafinesquii
macrotis
Eastern Big-eared Bat 2006-Pre E 5-Very
Low
Species of
Concern
Special
Concern
G3G4T
3
S3
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Conservation Reserve Enhancement Program Easement NC Department of Agriculture, Division of Soil
and Water Conservation
State
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on May 16, 2018; source: NCNHP, Q2 April 2018. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2018-SLI-0750
Event Code: 04EN2000-2018-E-01637
Project Name: Cummins RMEP

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
May 16, 2018
05/16/2018 Event Code: 04EN2000-2018-E-01637   2

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].
05/16/2018 Event Code: 04EN2000-2018-E-01637   3

Attachment(s):
▪Official Species List
05/16/2018 Event Code: 04EN2000-2018-E-01637   1

Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]
05/16/2018 Event Code: 04EN2000-2018-E-01637   2

Project Summary
Consultation Code:04EN2000-2018-SLI-0750
Event Code:04EN2000-2018-E-01637
Project Name:Cummins RMEP
Project Type:WASTEWATER FACILITY
Project Description:The site is a proposed location of a reclaimed water system.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/36.09420159799383N77.72646870488337W
Counties:Nash, NC
05/16/2018 Event Code: 04EN2000-2018-E-01637   3

Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1.NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
Endangered
Clams
NAME STATUS
Tar River Spinymussel Elliptio steinstansana
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/1392
Endangered
Yellow Lance Elliptio lanceolata
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/4511
Threatened
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Endangered
1
05/16/2018 Event Code: 04EN2000-2018-E-01637   4

Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
19 19 20 21 22
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
PROJECT NO.
SHEET NO.
19-0071
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
PAP 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
NOREVISIONSDATEBYCUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUBState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netFINAL DESIGN
NOT RELEASED FOR CONSTRUCTION G100 TREATMENT EQUIPMENT LAYOUT55'-6"
37'-6"
3'-0"
15'-0"
63'-0"
14'-0"
92'-0"
54'-0"
30'-0"
1
2
3
4
5
6
7
11 12
13
14
15 16
23 24
18
17 2526 27
10
8 9
28
DocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
110
115
120
125
130
135
140
110
115
120
125
130
135
140
110
115
120
125
130
135
140
110
115
120
125
130
135
140
EXISTING PUMP STATION T/SLAB EL
~120
GRADE: 126.50
EXISTING SEWER
ANOXIC TANK
TOP OF TANK SLAB
EL. 117.00
AEROBIC TANK
PERMEATE
PUMPS RAS/WAS
PUMPS MATCHLINE TO MECHANICAL BUILDINGMATCHLINE FROM MEMBRANE TANKSMECHANICAL BUILDING #1
129.00 128.50
RO SYSTEM
TO #1 COOLING
TOWERS (CHEMTREAT)
105 105
EQ AND R/O BUILDING
FLOOR EL. 127.00
PERMEATE
PUMPS RAS/WAS
PUMPS
MECHANICAL BUILDING #2
PERMEATE TANK
AND TRANSFER
PUMPS
EXISTING WATER
STORAGE TANK BOTTOM
EL. 119.50
COOLING TOWER #1, #2, AERATION
BASIN SUMP, AND DIGESTER DECANT
FEED
138.00 - MAX
MBR REACTOR WASTE ACTIVATED
SLUDGE (WAS)
HYDROPONIC TANK
MEMBRANES
MEMBRANE TANK 1
128.00 128.00
GREENHOUSE
EXISTING DIGESTER TANK
128.50
MEMBRANES
MEMBRANE TANK 2
128.00
FLOATING
DECANT PUMP
TOP OF TANK WALL
EL. 130.00
TOP OF EXISTING DIGESTER
TANK SLAB
EL. 118.00
TOP OF TANK WALL
EL. 130.00
TOP OF BUILDING SLAB EL.
~125.50
PERMEATE TANK
INVERT EL. 128.00
TOP OF REACTOR WALL EL.
131.00
TOP OF GREENHOUSE WALL EL.
137.50
TOP OF GREENHOUSE ROOF PEAK EL. 144.00
TOP OF GREENHOUSE SLAB
EL. 127.00
TOP OF REACTOR WALL EL.
131.00 TOP OF REACTOR WALL EL.
130.00
RAS
WAS
RAS
MATCHLINE TO ANOXIC TANKSMATCHLINE FROM MECHANICAL BUILDING145 145
145 145
150 150
150 150
EXISTING GROUND
WATER STORAGE
TANK
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
PROJECT NO.
SHEET NO.
19-0071
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
PAP 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
NOREVISIONSDATEBYCUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUBState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netFINAL DESIGN
NOT RELEASED FOR CONSTRUCTION G200 HYDRAULIC PROFILEDocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
FROM EXISTING INDUSTRIAL
TREATMENT PLANT
---
FROM EXISTING SANITARY SEWER
COLLECTION SYSTEM
---
TO EXISTING SANITARY SEWER
OUTFALL
---
OFF SITE LAND APPLICATION AND/OR
DISPOSAL
---
AEROBIC TANK
FINE BUBBLE DIFFUSERS
60'Wx25'Lx14'H
OPERATING VOLUME: 113,000 GAL
ANOXIC TANK
MIXERS
30'Wx25'Lx14'H
OPERATING VOLUME: 71,125 GAL
MIXER QUANTITY: 2
MEMBRANE TANK 1
POLYMERIC MEMBRANES
MEMBRANE AREA; 8,608 FT2
16'Wx8'Lx13'H
VOLUME:11,500 GAL
MEMBRANE TANK 2
POLYMERIC MEMBRANES
MEMBRANE AREA; 8,608 FT2
16'Wx8'Lx13'H
VOLUME:11,500 GAL
PROCESS
BLOWER MEMBRANE
BLOWER A
MEMBRANE
BLOWER B
EXISTING
WASTEWATER
GRINDER PUMPS
QUANTITY: 2
WASTE ACTIVATED SLUDGE (WAS)EXISTING
PROCESS
BLOWER
EXISTING WELL PUMP
UNUSED
EXISTING GROUND WATER
STORAGE TANK
STORAGE VOLUME: 250,000 GAL
ABANDON WELL CONNECTION TO
SYSTEM (PROVIDED BY CITY WATER
SYSTEM)
---
CHEMTREAT COOLING TOWERS
MAKEUP SUMP
---
EXISTING GROUND WATER
STORAGE PUMPS
(TO BE ABANDONED)
PERMEATE
PUMP
QUANTITY: 1 PER SKID
RAS/WAS
PUMP
QUANTITY: 1 PER SKID
INFLUENT
SCREEN
2MM SCREENS
QUANTITY: 2
COMPACTED
SOLIDS
OFFSITE DISPOSAL
SKID
PERMEATE
PUMP
QUANTITY: 1 PER SKID
RAS/WAS
PUMP
QUANTITY: 1 PER SKID
SKID
RETURN ACTIVATED SLUDGE (RAS)
PERMEATE
TANK
STORAGE VOL: 1,600
GAL
TRANSFER
PUMPS
QUANTITY: 2
RO BOOSTER
PUMP
QUANTITY: 2 DISCHARGE TO SEWERMAX FLOW: 52 GPMAVG FLOW: 0 GPMRO FILTER
QUANTITY: 1
RO MEMBRANES
STAGE 1 MEMBRANES: 8
STAGE 2 MEMBRANES: 4 SKID
MAX FLOW:35 GPM
AVG FLOW:22 GPM
MECHANICAL BUILDING #1
GREENHOUSE
ORP
LT
pH
DO
LT
M M
pH
DO
LS
T
MAX FLOW:208 GPM
AVG FLOW:128 GPM
MAX FLOW:52 GPM
AVG FLOW:32 GPM
FMLT
LT
FM
FM
FM
FM
FM
FM
TUR
TUR
FM
RO REJECT
CON
CON
LT
SODIUM
HYPOCHLORITE
(12.5-25%)
CITRIC ACID
(50%)
MAX FLOW:52 GPM
AVG FLOW:32 GPM
FM
NC
SODIUM
HYPOCHLORITE
(12.5-25%)
CITRIC ACID
(50%)
SODIUM HYPOCHLORITE (12.5-25%)
RO CIP TANKRO CIP PUMP
QUANTITY: 1 LT
RO CIP FILTER
QUANTITY: 1 SOD. HYPO. (12.5-25%)AMMONIA (19%)SOD. HYDROXIDE (25%)ANTISCALANTODOR
CONTROL
SYSTEM
SKID
NC
MAX FLOW:52 GPM
AVG FLOW:10 GPM
SKID
FROM EXISTING COOLING TOWER
#1, #2
MAX FLOW:52 GPM
AVG FLOW:32 GPM
---
FLOATING
DECANT
PUMP
HYDROPONIC TANK
FINE BUBBLE DIFFUSERS
44'Wx17'Lx13'H
OPERATING VOLUME:
65,000 GAL
SUMP
PUMP QT: 1
EXISTING HDPE PIPE
EXISTING HDPE PIPE
CHLORINATION VOLUME
GROSS VOL: 47,000 GAL
EFFECTIVE VOL: 4,700 GAL
EFFECTIVE CT TIME: 90 MIN
MIN TANK DEPTH: 5.0 FT-BOTTOM
UTILITY WATER PUMP
QUANTITY: 1
WITH HYDRO-PNEUMATIC PUMP
TANK
SLUDGE DIGESTER
30'Wx25'Lx14'H
OPERATING VOLUME:
67,300 GAL
FM
FM
FM
SODIUMHYDROXIDE (25%)BREAK EXISTING PIPEBREAK EXISTING PIPE
LT
CL2
FM
EXISTING
AERATION
QUANTITY: 1
MECHANICAL BUILDING #2
LT DO
PROCESS
BLOWER
PROCESS
BLOWER
HEAD SPACE OF ALL
REACTORS CONNECTED
FM
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
PROJECT NO.
SHEET NO.
19-0071
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
PAP 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
NOREVISIONSDATEBYCUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUBState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netFINAL DESIGN
NOT RELEASED FOR CONSTRUCTION G300 PROCESS FLOW & INSTRUMENTATION PLANDocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
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SSFMSSFMSSFMSSFMSSFMSSFMSSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFMSSFMSSFMSSFMSSFMSSFMSSFMKnow what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20
WATER VALVE
UTILITIES LEGEND
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
133.5'142.27'11.11'90°51.67'
PROPOSED
WATER HUB
PROJECT NO.
SHEET NO.
19-0071.dwg
C-200
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
DMC APR. 11,2019
TAS
TAS
NOREVISIONSDATEBYOVERALL SITE PLANCUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUBState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netFINAL DESIGN NOT RELEASED
FOR CONSTRUCTION
DocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
REENIGNE EKCIWCL.EAH
CILAS
21 531
E LANOISSEFORP
RMANILORACHTRON
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
Engineers | Planners | Surveyors
WithersRavenelState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netPROJECT NO.
SHEET NO.
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
CUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUB19-0071
S000
JWB 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
GENERAL NOTESD E S I G N C R I T E R I A
BUILDING CODE:NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION
CONCRETE DESIGN CODE: ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
CONCRETE DESIGN METHOD: EQUIV. RECTANGULAR STRESS BLOCK
STEEL DESIGN CODE:AISC 360-10, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LRFD
STEEL DESIGN METHOD:ELASTIC ANALYSIS, PLASTIC DESIGN
S N O W L O A D
GROUND SNOW LOAD (Pg):15 PSF
TERRAIN CATEGORY: C
EXPOSURE FACTOR (Ce): 1.0
THERMAL FACTOR (Ct):1.2
SNOW IMPORTANCE FACTOR (Is): 1.0
W I N D L O A D
BASIC WIND SPEED:115 MPH
WIND IMPORTANCE FACTOR (IW): 1.0
OCCUPANCY CATEGORY: II
WIND EXPOSURE CATEGORY: C
ANALYSIS PROCEDURE:OTHER STRUCTURES AND BUILDING APPURTENANCES - MWFRS
COMPONENTS & CLADDING PRESSURES: CALCULATED PER ASCE 7-10
G E N E R A L N O T E S
1. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS.
2. THE CONTRACTOR WILL COORDINATE BETWEEN ALL TRADES. CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE DRAWINGS OF
OTHERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER IN A TIMELY FASHION THAT PERMITS
CLARIFICATIONS WITHOUT EFFECTING THE CONSTRUCTION SCHEDULE.
3. THESE DRAWINGS, ALONG WITH ANY SPECIFICATIONS ISSUED, CONSTITUTE THE CONTRACT DESIGN DOCUMENTS FOR THIS PROJECT. ANY
DISCREPANCY BETWEEN THE TWO WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER FOR CLARIFICATION.
FOR ESTIMATING PURPOSES THE CONTRACTOR WILL ASSUME THE MORE COSTLY ALTERNATIVE. NO MATERIALS MAY BE ORDERED, AND NO
WORK MAY PROCEED UNTIL THE DISCREPANCY IS RESOLVED BY THE DESIGN PROFESSIONAL.
4. ALTERNATES OR SUBSTITUTIONS TO STRUCTURAL MATERIALS OR DESIGN ARE AT THE SOLE DISCRETION OF THE LICENSED STRUCTURAL
ENGINEER OF RECORD. ANY MODIFICATION MUST BE APPROVED IN THE MANNER SET FORTH IN THE "FRONT END" SPECIFICATIONS.
5. ALL STANDARDS REFERENCED WITHIN THESE DOCUMENTS ARE TO BE THE EDITIONS REFERENCED IN CHAPTER THIRTY-FIVE OF THE
INTERNATIONAL BUILDING CODE.
6. STRUCTURAL MEMBERS, INCLUDING BEAMS, COLUMNS, JOISTS, TRUSSES, WALLS, SLABS AND BRACING ELEMENTS, ARE DESIGNED FOR THE
FINAL DESIGN LOADS GIVEN ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. SHORING IS TO
BE DESIGNED TO PRECLUDE THE OVERSTRESSING ANY STRUCTURAL ELEMENT (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL
COMPLETION OF THIS PROJECT.
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT ALL
SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR WILL
BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER ANY STRUCTURAL DETAIL THAT WOULD PRODUCE AN UNUSUALLY UNSAFE
CONDITION.
F O U N D A T I O N S
1. THE PRIMARY BUILDING STRUCTURE IS DESIGNED FOR SUPPORT ON SPREAD FOOTINGS WITH AN ALLOWABLE NET SOIL BEARING PRESSURE OF
2000 PSF ON UNDISTURBED SOILS OR COMPACTED FILL BASED ON THE SITE SPECIFIC GEOTECHNICAL REPORT BY TERRACON (PROJECT NO.
72195010) DATED FEBRUARY 25, 2019.
2. IF SOIL AT THE SCHEDULED FOOTING ELEVATION IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT AND STRUCTURAL ENGINEER ARE TO
BE NOTIFIED IMMEDIATELY. LOWER FOOTING ELEVATIONS IF REQUIRED BY ARCHITECT AND ENGINEER TO REACH FIRM SOIL.
3. CONTRACTOR IS TO PROVIDE PROPERLY DESIGNED SHEETING AND SHORING AT ALL OPEN EXCAVATIONS, OR LAY BACK THE CUT AT A SLOPE
APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER IN ORDER TO ENSURE SAFE WORKING CONDITIONS AND AS NECESSARY TO COMPLY
WITH ALL APPLICABLE CODES AND REGULATIONS. ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED BEFORE PLACEMENT OF CONCRETE.
C O N C R E T E
1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 AND THE BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI-318 (EDITIONS IN FORCE).
2. CONCRETE MIX DESIGNS ARE REFERENCED IN THE PROJECT SPECIFICATIONS. FOR EACH DESIGN A SUBMITTAL WILL BE MADE BY THE
CONTRACTOR AS OUTLINED IN THE SPECIFICATIONS.
3. ALL REINFORCING STEEL IS TO BE TIED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TACK WELDING OF REINFORCEMENT
STEEL IS PROHIBITED.
4. THE CONTRACTOR WILL SUBMIT A COMPLETE LIST OF ACCESSORIES AND PLACING DETAILS WITH SHOP DRAWINGS.
5. ALL REINFORCING STEEL IS TO BE CONTINUOUS. LAP BARS 40 DIAMETERS FOR BARS #6 AND SMALLER OR 48 DIAMETERS FOR BARS #7 AND
LARGER AT SPLICE UNLESS NOTED OTHERWISE ON SCHEDULES OR DETAILS.
6. THE LOCATION OF ALL LAP SPLICES WILL BE SHOWN ON SHOP DRAWINGS.
7. ALL INTERSECTING BEAMS, WALLS, AND FOOTINGS SHALL HAVE CORNER BARS. REFER TO TYPICAL DETAILS.
8. TYPICAL REINFORCING CLEAR COVER SHALL CONFORM TO ACI 318 (EDITIONS IN FORCE), U.N.O.
M A T E R I A L S
1. STEEL
WIDE FLANGE MEMBERS ASTM A992, Fy = 50 KSI
ANGLES & CHANNELS ASTM A36, Fy = 36 KSI
PLATES & BARS (GENERAL) ASTM A36, Fy = 36 KSI
PLATES & BARS (MOMENT CONNECTIONS) ASTM A572, Fy = 50 KSI
HOLLOW STRUCTURAL SECTIONS (RECTANGULAR) ASTM A500 GRADE B, Fy = 46 KSI
MISCELLANEOUS PIPES ASTM A53, Fy = 35 KSI
BOLTS (FRAMING MEMBERS) ASTM A325-N
ANCHOR RODS ASTM F1554 GRADE 36
ROOF DECKING ASTM A653SQ, GRADE 33 GALV.
COMPOSITE FLOOR DECKING ASTM A653SQ, GRADE 50 GALV.
2. REINFORCING STEEL
GENERAL REINFORCING ASTM A615, Fy = 60 KSI
WELDED WIRE FABRIC ASTM A185, IN FLAT SHEETS
3. WELD ELECTRODES
GENERAL - ROLLED OR FORMED MEMBERS E70xx ELECTRODES, CVN = 20#-FT AT 40 DEG.
DECKING TO FRAME WELDS E70xx OR E60xx
4. CONCRETE
WALL FOOTINGS MIX F'c = 4000 PSI NORMAL WEIGHT
SLABS ON GRADE AND THICKENED SLABS MIX F'c = 4000 PSI NORMAL WEIGHT
S E I S M I C L O A D
BUILDING OCCUPANCY CATEGORY: II
SEISMIC IMPORTANCE FACTOR (IE): 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION (SS): 12.4%
MAPPED SPECTRAL RESPONSE ACCELERATION (S1): 6.2%
SITE CLASS: D
DESIGN SPECTRAL RESPONSE ACCELERATION (SDS): 13.3%
DESIGN SPECTRAL RESPONSE ACCELERATION (SD1): 10.0%
SEISMIC DESIGN CATEGORY: B
BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED CONCRETE SHEAR WALLS
RESPONSE MODIFICATION FACTOR (R): 4
DEFLECTION AMPLIFICATION FACTOR (Cd): 2.5
SYSTEM OVERSTRENGTH FACTOR (Ωo): 4
ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE
W A S T E W A T E R T R E A T M E N T T A N K S
1. DESIGNS WERE BASED ON A MAXIMUM FLUID HEIGHT OF 12.5 FEET.
2. CONCRETE WALLS MAY BE CORED FOR PLACEMENT SMALL DIAMETER THROUGH ITEMS (ie: PIPES, ELECTRICAL LINES, ETC.). ALL WALLS SHALL
BE SCANNED PRIOR TO CORING TO ENSURE STEEL REINFORCEMENT IS NOT CUT.
3. UPTURN KEYWAYS AT THE BOTTOM OF WALL AND WALL CONSTRUCTION JOINTS SHALL INCLUDE A CONTINUOUS SIKA GREENSTREAK #705
RIBBED CENTER BULB WATERSTOP OR APPROVED EQUAL.
4. NO SLAB CONSTRUCTION JOINTS ARE PERMITTED.
5. CONCRETE MIX DESIGN FOR WALLS AND FOUNDATION ELEMENTS SHALL INCLUDE XYPEX C-500NF ADMIXTURE. PERCENT CONTENT SHALL BE
BASED ON MANUFACTURER'S RECOMMENDATIONS.
6. PRIOR TO SERVICE USE OF TANKS, A LEAK TEST SHALL BE PERFORMED PER THE ACI 350.1 SPECIFICATION.NOREVISIONSDATEBYFINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
FINAL STRUCTURAL DESIGN TO BE RELEASED
DURING SUBMITTAL REVIEW PROCESS
DocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
AEROBIC TANK
ANOXIC TANK
HYDROPONIC TANK
MEMBRANE
TANK
MEMBRANE
TANK55' - 6"63' - 0"7' - 3 1/2"13' - 7 3/4"2' - 6" EOS2' - 6" EOS1' - 6" EOS 1' - 6" EOS
1' - 0"16' - 0"1' - 6"43' - 6"1' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 6"19' - 0"1' - 0"15' - 0"1' - 0"WF7.0
(-14' - 0")
WF7.0
(-14' - 0")
WF6.5
(-14' - 0")
WF7.0
(-14' - 0")
WF5.0
(-14' - 0")
WF5.0
(-14' - 0")
WF5.0
(-14' - 0")
WF5.0
(-14' - 0")
RC PIER, SEE DETAIL
6/S200 FOR SIZE AND
REINFORCING
1
S200
TYP TANK SLAB ON GRADE
2
S200
4
S200
4
S200
5
S200
5
S200
3
S200
4
S200
3
S200
3
S200
4
S200
2
S200
2
S200
2
S200
3
S200
SIM
1
S300
2
S300
T/GRADE SLAB
(-14' -0")
NOTES:
1. TYPICAL TOP OF WALL REFERENCE ELEVATION = 0' - 0".
2. U.N.O., TYPICAL TANK SLAB CONSTRUCTION CONSISTS OF 12" CONCRETE SLAB ON GRADE
ON 4" #57 STONE SUB-BASE. TYPICAL REINFORCEMENT CONSISTS OF #4 REBAR SPACED 8"
O.C. AT EACH FACE, SEE DETAIL 1/S200.
3. ALL DIMENSIONS ARE TO EDGE OF SLAB (E.O.S.) OR FACE OF WALL.
4. LAP SPLICING OF REINFORCING IN REINFORCED CONCRETE ELEMENTS SHALL BE A MINIMUM
OF 48 BAR DIAMETERS.
5. "WX" ON PLAN DENOTES TANK WALL MARK, SEE SCHEDULE.
6. "WFX.X" ON PLAN DENOTES WALL FOOTING MARK, SEE SCHEDULE.
7. "T.O.F." REFERS TO TOP OF FOOTING ELEVATION AS MEASURED FROM TOP OF WALL AND IS
NOTED (-X'-X") BELOW FOOTING MARK ON PLAN.
8. WALL CONSTRUCTION JOINT LOCATIONS SHALL BE PROVIDED ON REBAR SHOP SUBMITTALS
AND SHALL BE CONSISTENT WITH DETAIL 10/S200.
3/16" = 1'-0"1 FOUNDATION PLAN REENIGNE EKCIWCL.EAH
CILAS
21 531
E LANOISSEFORP
RMANILORACHTRON
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
Engineers | Planners | Surveyors
WithersRavenelState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netPROJECT NO.
SHEET NO.
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
CUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUB19-0071
S100
JWB 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
FOUNDATION PLANW7 BOTH #5 @ 8" O.C. #5 @ 8" O.C.
W6 BOTH #6 @ 8" O.C. #6 @ 8" O.C.
W5 BOTH #8 @ 8" O.C. #8 @ 8" O.C.
EXTERIOR #5 @ 8" O.C. #5 @ 8" O.C.
W4 INTERIOR #5 @ 8" O.C. #5 @ 8" O.C.
EXTERIOR #5 @ 8" O.C. #5 @ 8" O.C.
W3 INTERIOR #8 @ 8" O.C. #6 @ 8" O.C.
EXTERIOR #5 @ 8" O.C. #6 @ 8" O.C.
W2 INTERIOR #6 @ 8" O.C. #6 @ 8" O.C.
EXTERIOR #6 @ 8" O.C. #6 @ 8" O.C.
W1 INTERIOR #8 @ 8" O.C. #8 @ 8" O.C
VERTICAL HORIZONTAL
MARK FACE
REINFORCING STEEL
TANK WALL SCHEDULE
WF7.0 7' - 0" 2' - 0" #6 @ 8" O.C. #6 @ 8" O.C.
WF6.5 6' - 6" 2' - 0" #6 @ 8" O.C. #6 @ 8" O.C.
WF5.0 5' - 0" 2' - 0" #6 @ 8" O.C. #6 @ 8" O.C.
WF3.0 3' - 0" 1' - 0" (3) #5 #4 @ 24" O.C.
LONGITUDINAL TRANSVERSE
MARK BASE WIDTH THICKNESS
BOTTOM REINFORCING STEEL
WALL FOOTING SCHEDULE
NOREVISIONSDATEBYFINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
FINAL STRUCTURAL DESIGN TO BE RELEASED
DURING SUBMITTAL REVIEW PROCESS
DocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
6' - 0"2' - 0"
2' - 0"6' - 0"
AEROBIC TANK
ANOXIC TANK
HYDROPONIC TANK
MEMBRANE
TANK
W1
T/WALL
(+0' -0")
T/WALL
(-1' -0")T/WALL(+0' -0")T/WALL
(-1' -0")
T/WALL
(+0' -0")
W2W2
W2W2
W2
W3W4
W4
W4
W7
W7
W7
W5
W6 66' - 10"MEMBRANE
TANK
T/WALL
(-3' -6")T/WALL(-3' -6")T/GRADE SLAB
(-4' -6")30' - 0"1' - 0"16' - 0"1' - 6"43' - 6"1' - 0"8' - 2"8"1' - 0"15' - 0"1' - 0"19' - 0"1' - 6"8' - 0"1' - 0"8' - 0"1' - 0"10' - 8"8"T/WALL
(-1' -0")
54' - 0"8"55' - 6"63' - 0"
8"7' - 3 1/2"13' - 7 3/4"
T/WALL
(-1' -0")
2
S200
2
S200
2
S200
2
S200
RC PIER, TOP OF PIER
ELEVATION AT (+0'-0"),
SEE DETAIL 6/S200
OUTLINE OF
SCREENING SKID 2 1/4"2 1/4"
WF3.0
(-5' - 10")
WF3.0
(-5' - 10")
WF3.0
(-5' - 10")
WF3.0
(-5' - 10")
3
S201
3
S201
SLUICE GATE ROUGH
OPENING, SEE DETAIL 8/S200
SLUICE GATE ROUGH
OPENING, SEE DETAIL 8/S200
S200
9
S200
9
CJ
CJ1
S201
SLAB ON GRADE 2
S201
CJ
CJCJ1
S300
2
S300
NOTES:
1. TYPICAL TOP OF WALL REFERENCE ELEVATION = 0' - 0".
2. U.N.O., TYPICAL GREENHOUSE SLAB CONSTRUCTION CONSISTS OF 4" CONCRETE SLAB ON
GRADE ON 4" #57 STONE SUB-BASE. TYPICAL REINFORCEMENT CONSISTS OF W.W.F 6X6-
W2.9XW2.9, SEE DETAIL 1/S201.
3. ALL DIMENSIONS ARE TO EDGE OF SLAB (E.O.S.) OR FACE OF WALL.
4. LAP SPLICING OF REINFORCING IN REINFORCED CONCRETE ELEMENTS SHALL BE A MINIMUM
OF 48 BAR DIAMETERS.
5. "WX" ON PLAN DENOTES TANK WALL MARK, SEE SCHEDULE.
6. "T.O.W." REFERS TO TOP OF WALL ELEVATION AS MEASURED FROM REFERENCE ELEVATION
AND IS NOTED (-X'-X") BELOW ELEVATION MARK.
7. "WFX.X" ON PLAN DENOTES WALL FOOTING MARK, SEE SCHEDULE.
8. "T.O.F." REFERS TO TOP OF FOOTING ELEVATION AS MEASURED FROM REFERENCE
ELEVATOIN AND IS NOTED (-X'-X") BELOW FOOTING MARK ON PLAN.
9. "C.J." ON PLAN DENOTES SLAB CONTROL JOINT, SEE DETAIL 2/S201
10. WALL CONSTRUCTION JOINT LOCATIONS SHALL BE PROVIDED ON REBAR SHOP SUBMITTALS
AND SHALL BE CONSISTENT WITH DETAIL 10/S200.
3/16" = 1'-0"1 REINFORCED CONCRETE WALL PLAN
W7 BOTH #5 @ 8" O.C. #5 @ 8" O.C.
W6 BOTH #6 @ 8" O.C. #6 @ 8" O.C.
W5 BOTH #8 @ 8" O.C. #8 @ 8" O.C.
EXTERIOR #5 @ 8" O.C. #5 @ 8" O.C.
W4 INTERIOR #5 @ 8" O.C. #5 @ 8" O.C.
EXTERIOR #5 @ 8" O.C. #5 @ 8" O.C.
W3 INTERIOR #8 @ 8" O.C. #6 @ 8" O.C.
EXTERIOR #5 @ 8" O.C. #6 @ 8" O.C.
W2 INTERIOR #6 @ 8" O.C. #6 @ 8" O.C.
EXTERIOR #6 @ 8" O.C. #6 @ 8" O.C.
W1 INTERIOR #8 @ 8" O.C. #8 @ 8" O.C
VERTICAL HORIZONTAL
MARK FACE
REINFORCING STEEL
TANK WALL SCHEDULE
WF7.0 7' - 0" 2' - 0" #6 @ 8" O.C. #6 @ 8" O.C.
WF6.5 6' - 6" 2' - 0" #6 @ 8" O.C. #6 @ 8" O.C.
WF5.0 5' - 0" 2' - 0" #6 @ 8" O.C. #6 @ 8" O.C.
WF3.0 3' - 0" 1' - 0" (3) #5 #4 @ 24" O.C.
LONGITUDINAL TRANSVERSE
MARK BASE WIDTH THICKNESS
BOTTOM REINFORCING STEEL
WALL FOOTING SCHEDULE
REENIGNE EKCIWCL.EAH
CILAS
21 531
E LANOISSEFORP
RMANILORACHTRON
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
Engineers | Planners | Surveyors
WithersRavenelState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netPROJECT NO.
SHEET NO.
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
CUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUB19-0071
S101
JWB 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
REINFORCED CONCRETE WALL PLANNOREVISIONSDATEBYFINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
FINAL STRUCTURAL DESIGN TO BE RELEASED
DURING SUBMITTAL REVIEW PROCESS
DocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
4/16/2019
AA
SECTION A-A
1' - 0"1' - 0"2" CLR2" CLR
(4) #6 VERT
#4 TIES
(2) #4 TIES @
TOP OF PIER
5"#4 TIES @ 8" O.C.
(4) #6 DOWELS, W/ 48
BAR Ø MIN LAP SPLICE
(4) #6 VERT BARS
TANK SLAB ON GRADE,
SEE DETAIL 1/S200 14' - 0" 1' - 0" SQR
MAX FILL LEVEL
(-1' -3")
T/WALL
SEE PLAN
SEE PLAN
WALL THK
GRADE
(-4' -6")
T/GRADE SLAB
(-14' -0")9' - 6"3' - 0"VARIESEXTERIOR FACE DOWELS,
SIZE & SPACING TO
MATCH VERTICAL REINF
TANK SLAB ON GRADE,
SEE DETAIL 1/S200
EXTERIOR FACE VERTICAL
REINF, SEE SCHEDULE
FOR SIZE AND SPACING
INTERIOR FACE VERTICAL
REINF, SEE SCHEDULE
FOR SIZE AND SPACING
EXTERIOR FACE HORIZONTAL
REINF, SEE SCHEDULE FOR
SIZE & SPACING
INTERIOR FACE HORIZONTAL
REINF, SEE SCHEDULE FOR
SIZE & SPACING
INTERIOR FACE DOWELS,
SIZE & SPACING TO
MATCH VERTICAL REINF
UPTURNED KEY W/
WATERSTOP, SEE
DETAIL 7/S200
2" CLR 2" CLR2" CLRGRADE
SEE PLAN
EDGE OF SLAB
BASE WIDTH - SEE SCHEDULE48 BAR Ø1
2
DEPTH - SEE SCHEDULE2" CLRBOTTOM REINFORCING STEEL, HOOK
TRANSVERSE BARS, SEE SCHEDULE
DOWEL BARS, SIZE AND SPACING
TO MATCH VERTICAL REINF, TYP.
TYPICAL SLAB REINF,
SEE DETAIL 1/S200
RC WALL, REINF NOT SHOWN FOR
CLARITY, SEE DETAIL 2/S200
3" CLR3" CLR
48 BAR Ø1
2
EQ.EQ.
BASE WIDTH - SEE SCHEDULEDEPTH - SEE SCHEDULE2" CLR24" MIN, TYP
BOTTOM REINFORCING STEEL, HOOK
TRANSVERSE BARS, SEE SCHEDULE
DOWEL BARS, SIZE AND SPACING
TO MATCH VERTICAL REINF, TYP.
TYPICAL SLAB REINF MAY EXTEND
ACROSS THICKENED SLAB FOR
EASE OF CONSTRUCTION
TYPICAL SLAB REINF,
SEE DETAIL 1/S200
RC WALL, REINF NOT SHOWN FOR
CLARITY, SEE DETAIL 2/S200
3" CLR3" CLR
#4 @ 8" O.C. E.W.
4000 PSI CONCRETE 1' - 0"4" #57 STONE SUB-BASE
COMPACTED SUBGRADE
#4 @ 8" O.C. E.W.2" CLR3" CLRNOTE:ALL SLAB AND FOUNDATION REINFORCING STEEL SHALL BE SUPPORTED ON REBAR
CHAIRS DURING CONCRETE POUR.
SEE PLAN
EDGE OF SLAB 48 BAR Ø3" CLR1' - 0"3" CLR2" CLRDOWEL BARS, SIZE AND SPACING
TO MATCH VERTICAL REINF, TYP.
RC WALL, REINF NOT SHOWN FOR
CLARITY, SEE DETAIL 2/S200
TYPICAL SLAB REINF,
SEE DETAIL 1/S200
WALL THICKNESS - SEE PLAN
2" CLR
FOUNDATION DOWELS,
SEE DETAIL 2/S200
TANK SLAB ON GRADE,
SEE DETAIL 1/S200
SIKA GREENSTREAK #705 RIBBED
CENTER BULB WATERSTOP,
OR SIMILAR
EDGE OF TANK WALL(2) 2X4 PLACED AGAINST DOWEL
REINF TO FORM UPTURN WALL KEY
2" CLR
3" MIN
1' - 0"6"2' - 0"
T/WALL
(+0' -0")
2' - 0" MIN LAP SPLICE
(1) #4 TIE @ EACH
FACE OF WALL
ROUGH OPENING
FOR SLUICE GATE
RC TANK WALL,
PRIMARY REINF
NOT SHOWN FOR
CLARITY, SEE
DETAIL 2/S200
TEE INTERSECTION
CORNER
INTERSECTION
CORNER BARS, SIZE & SPACING
SAME AS LARGER HORZ REINF,
CLASS B LAP SPLICE
CORNER BARS, SIZE & SPACING
SAME AS LARGER HORZ REINF,
CLASS B LAP SPLICE
HORZ REINF, SEE
SCHEDULE
HORZ REINF, SEE
SCHEDULE
TENSION LAP
CLASS B SPLICE
3" MAX 3" MAX
SIKA GREENSTREAK #705
RIBBED CENTER BULB
WATERSTOP, OR SIMILAR
VERTICAL KEY 2X6 SPLICE HORIZONTAL BARS
OR CONTINUE THRU JOINT
SEE PLANVARIES2" CLR2" CLRNTS6CONCRETE PIER SECTION
NTS2TYPICAL TANK WALL SECTION
NTS4EDGE OF SLAB SECTION AT EXTERIOR WALL FOOTING
NTS5SLAB SECTION AT INTERIOR WALL FOOTING
NTS1TYPICAL TANK SLAB ON GRADE SECTION
NTS3EDGE OF SLAB SECTION
NTS7TYPICAL UPTURN KEY SECTION
NTS8SLUICE GATE ROUGH OPENING ELEVATION
NTS9TYPICAL WALL INTERSECTION SPLICING PLAN SECTION
REENIGNE EKCIWCL.EAH
CILAS
21 531
E LANOISSEFORP
RMANILORACHTRON
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
Engineers | Planners | Surveyors
WithersRavenelState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netPROJECT NO.
SHEET NO.
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
CUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUB19-0071
S200
JWB 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
DETAILSNTS10TYPICAL WALL CONSTRUCTION JOINT PLAN SECTION
NOREVISIONSDATEBYFINAL DESIGNNOT RELEASED FOR CONSTRUCTIONFINAL STRUCTURAL DESIGN TO BE RELEASED DURING SUBMITTAL REVIEW PROCESSDocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
BASE WIDTH - SEE SCHEDULE
GRADE
3" CLR
BOTTOM REINFORCING
STEEL, SEE SCHEDULE
#5 DOWELS @ 18" O.C.,
CENTERED IN WALL
8"SEE SCHEDULEDEPTH3" CLR1/2" COMPRESSIBLE BOND BREAK
GREENHOUSE SLAB ON
GRADE, SEE DETAIL 1/S201
#4 HORZ BARS @ 12" O.C.
T/SLAB
(-4' -6")
T/WALL
(-3' -6")
W.W.F. 6X6-W2.9XW2.9
4000 PSI CONCRETE T = 4"4" #57 STONE SUB-BASE
COMPACTED SUBGRADE
15 MIL POLY VAPOR
BARRIERT/3NOTE:ALL SLAB AND FOUNDATION REINFORCING STEEL SHALL BE SUPPORTED ON REBAR
CHAIRS DURING CONCRETE POUR.T = 4"NOTES:
1. SAW CONTROL JOINTS USING AN EARLY-ENTRY DRY CUT CONCRETE SAWN INSERT OR
BY SAWING WITH AN APPROVED CONCRETE SAW.
2. SAW EACH JOINT AS SOON AS THE SLAB WILL SUPPORT THE SAW AND OPERATOR
WITHOUT DISTURBING THE SLAB FINISH.
3. FILL JOINTS WITH A SEMI-RIGID EPOXY WITH A PCA SHORE HARDNESS OF A-80 OR ACI
SHORE HARDNESS OF D-50 (ASTM D2240). USE THE EPOXY MANUFACTURER'S
RECOMMENDATIONS FOR CONCRETE AGE, JOINT CLEANING, AND INSTALLING JOINT
FILLER.DEPTHT/4 JOINTWIDTH
1/8" JOINT
SLAB REINFORCEMENT CONCRETE SLAB REENIGNE EKCIWCL.EAH
CILAS
21 531
E LANOISSEFORP
RMANILORACHTRON
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
Engineers | Planners | Surveyors
WithersRavenelState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netPROJECT NO.
SHEET NO.
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
CUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUB19-0071
S201
JWB 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
DETAILSNTS3GREENHOUSE WALL FOOTING SECTION
NTS1TYPICAL GREENHOUSE SLAB ON GRADE SECTION
NTS2TYPICAL SLAB ON GRADE CONTROL JOINT SECTION
NOREVISIONSDATEBYFINAL DESIGNNOT RELEASED FOR CONSTRUCTIONFINAL STRUCTURAL DESIGN TO BE RELEASED DURING SUBMITTAL REVIEW PROCESSDocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019
9' - 6"14' - 0"66' - 10"14' - 0"14' - 0"13' - 0"1' - 0"15' - 0"1' - 0"19' - 0"1' - 6"17' - 0"1' - 0"10' - 8"8"3' - 6"1' - 0"GRADE
AEROBIC TANKANOXIC TANK HYDROPONIC TANK
PRE-ENGINEERED GREENHOUSE BY LUDY
GREENHOUSE MANUFACTURING CORPORATION
REINFORCED CONCRETE TANK
DESIGN BASED ON A MAXIMUM
FILL LEVEL OF 12.5 FEET.
REINFORCED CONCRETE TANK
WALL, SEE DETAIL 2/S200
EXTERIOR THICKENED TANK WALL
FOOTING, SEE DETAIL 4/S200
INTERIOR THICKENED TANK WALL
FOOTING, SEE DETAIL 5/S200
GREENHOUSE WALL FOOTING,
SEE DETAIL 3/S201
GREENHOUSE SLAB ON GRADE,
SEE DETAIL 1/S201
TANK SLAB ON GRADE, SEE
DETAIL 1/S200
UPTURN KEYWAY & WATERSTOP,
SEE DETAIL 7/S200
55' - 6"
1' - 0"15' - 0"1' - 0"19' - 0"1' - 6"8' - 0"1' - 0"8' - 0"1' - 0"14' - 0"14' - 0"14' - 0"13' - 0"13' - 0"9' - 6"GRADE
AEROBIC TANKANOXIC TANK MEMBRANE
TANK
MEMBRANE
TANK
REINFORCED CONCRETE TANK
DESIGN BASED ON A MAXIMUM
FILL LEVEL OF 12.5 FEET.
REINFORCED CONCRETE TANK
WALL, SEE DETAIL 2/S200
EXTERIOR THICKENED TANK WALL
FOOTING, SEE DETAIL 4/S200
INTERIOR THICKENED TANK WALL
FOOTING, SEE DETAIL 5/S200
TANK SLAB ON GRADE, SEE
DETAIL 1/S200
TANK SLAB ON GRADE EDGE,
SEE DETAIL 3/S200
UPTURN KEYWAY & WATERSTOP,
SEE DETAIL 7/S200 REENIGNE EKCIWCL.EAH
CILAS
21 531
E LANOISSEFORP
RMANILORACHTRON
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
Engineers | Planners | Surveyors
WithersRavenelState License #: P-03391110 Navaho Drive, Suite 600Raleigh, NC 27609Voice: [phone] Fax: [phone]www.SummitDE.netPROJECT NO.
SHEET NO.
COPYRIGHT © 2019
SUMMIT DESIGN AND
ENGINEERING SERVICES
ENGINEER OF RECORD
PROJECT MANAGER
DRAWN BY FIRST ISSUE DATE
CUMMINS ROCKY MOUNT ENGINE PLANT9377 US-301, WHITAKERS, NC 27891WATER HUB19-0071
S300
JWB 04/16/2019
MICHAEL C. WICKER, PE
MICHAEL C. WICKER, PE
OVERAL SECTIONS1/4" = 1'-0"1 OVERALL SECTION
1/4" = 1'-0"2 OVERALL SECTION NOREVISIONSDATEBYFINAL DESIGNNOT RELEASED FOR CONSTRUCTIONFINAL STRUCTURAL DESIGN TO BE RELEASED DURING SUBMITTAL REVIEW PROCESSDocuSign Envelope ID: 0071A4D0-ED45-463A-9E3F-1A8B8AA96AAD
4/16/2019