WQ0035749_More Information Received_20230516

Initial Review
Reviewer
Nathaniel.Thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00035749
Applicant/Permittee North Carolina Department of Transportation
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Justin Johnson
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
704-380-6050
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number: * WQ0035749
Has Current Existing permit number
Applicant/Permittee Address* 1536 Mail Service Center, Raleigh NC, 27601
Facility Name* NCDOT DGS and HOS Class A Residuals Program
Please provide comments/notes on your current submittal below.
This submittal is a resubmittal addressing the additional information for Statewide Permit application No. WQ0035749, per Mr. Erick Saunders' letter
dated May 3, 2023 for operations along 1-40 in Iredell County.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
C204163 Respone to Additional Information Request Permit
465.57KB
No. W00035749.pdf
S-300 Resident Engineer Submittal Cover Sheet.pdf 405.51 KB
S-300R1 DGS Permit Modification Submittal REV1.pdf 14.33MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
0Z1'1A!2-W O&r4Ar

Submission Date 5/16/2023

t �a'duwrM'b
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY
May 16, 2023
CONTRACT:
C204163
WBS ELEMENT:
34192.2.3
FA No.:
NIA
TIP No.:
I-3819, U-6039
COUNTY:
Iredell
DESCRIPTION:
I-40/I-77 Interchange: I-40 From SR-2003 To SR-2158; I-77 From
SR-2171 To SR-2321, & SR-2321 From Vine St To SR -2422
SUBJECT: Response to Additional Information Request (May 3, 2023)
Statewide Permit No. WQ0035749
Mr. Nathaniel Thornburg,
512 N. Salisbury St.
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Mr. Thornburg,
The North Carolina Department of Transportation (NCDOT) is submitting additional
information for Statewide Permit application No. WQ0035749, per Mr. Erick Saunders,
Engineer, Division of Water Resources letter dated May 3, 2023, for operations along 1-40
in Iredell County.
As a reminder, this modification requests to distribute Class A residuals generated from
diamond grinding operations without discharge of waste into surface waters. Slurry
generated from the above referenced operations would be placed in temporary earth storage
basins for dewatering and future beneficial fill. This project is currently under construction
between mileposts 150 and 154 along I-40 and between mileposts 49 and 54 along I-77,
with portland cement concrete pavement placed within the last 22 months. Due to the
location of this project along Fourth Creek and adjacent tributaries as well as wetlands,
land application is not achievable.
Please see the attached documentation for your review. Thank you for your assistance and
please contact me at 704-380-6050 should you have any further questions.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] PRISON CAMP ROAD
STATESVILLE CONSTRUCTION OFFICE Customer Service: 1-877-368-4968 STATESVILLE, NC 28625
124 PRISON CAMP ROAD
STATESVILLE, NC 28625 Website: www.ncdot.gov

Sincerely,
ustin Johnson
Resident Engineer
cc: Mark Stafford, P.E. (Division Engineer— Division 12)
Larry Carpenter, Jr., P.E. (Deputy Division Engineer — Division 12)
Rodney Gantt (Division Construction Engineer — Division 12)
Trent Miles (Assistant Resident Engineer)
Wiley Jones I11, F.E. (State Construction Engineer)
Brian Skeens, P.E. (Assistant State Construction Engineer)
Mark Biggerstaff, P.E. (Area Construction Engineer Division 11/12Y
Jeremy Goodwin, P.E. (State Roadside Erosion Control/Roadside Management Engineer)
Jeff Wyatt (Division 12 Environmental Supervisor).
Casey Hurley, P.E. (Project Manager — Lane Construction)
Erick Saunders (Enviromnental Engineer III)
Todd Hiatt P.E. (Roadside Environmental Field Operations for Division 11 & 12)
C204163 Project File

Submittal No. S-300R1
NCDOT
1020 Birch Ridge Drive
Raleigh, NC 27610
[phone]
LANE
r
The Lane Construction
Corporation
6125 Tyvola Centre Drive
Charlotte, NC 28217
[phone]
"% I
WSP USA, Inc.
1001 Morehead Square Dr.
Suite 610
Charlotte, NC 28203
[phone]
SUBMITTAL FORM
PROJECT: 1-3819B 1 U-6039, Iredell County, NC
Date: May 11, 2023
Submittal To: NCDOT Division 12 Justin Johnson, PE
1710 E Marion St Resident Engineer
Shelby, NC 28152 NCDOT
124 Prison Camp Road
Statesville, NC 28625
Submittal For (Unit): NCDOT Division 12
1st Contact: Justin Johnson Phone: [phone]
2nd Contact: Trent Miles Phone: [phone]
Submitted By: Casey Hurley Phone: [phone]
Contact: Casey Hurley Phone: [phone]
Submittal Type:
Level of Urgency:
® Review & Comment
® Extremely Urgent
❑ Release for Construction
❑ 10-Day Review
❑ Information Only
❑ Date Due
❑ Other
ASAP
tents: I Please see attached DGS Permit Modification Submittal — Revision #1
Distribution:
cc: Matthew Miltner, Ross Newsome
For NCDOT use: (Please copy and return this submittal form with requested items)
Review Return Date
Return To:
Reviewed By:
Response:
❑ Reviewed, no comments
❑ Comments as noted
❑ Revise and resubmit
❑ Other
Note: (Attach additional sheet(s) as necessary)

i
lane ..0�1
May 11, 2023
Justin Johnson
Resident Engineer, Division 12
1710 E Marion Street
Shelby, NC 28152
Mailing Address:
1203 Free Nancy Ave
Statesville, NC 28677
Reference: Permit No. WQ0035749 — Distribution of Class A Residuals — Modification Request
1-40 / 1-77 Interchange Enhancement Project
NCDOT Contract No. C204163; TIP No. 1-3819B, U-6039
Mr. Johnson,
Attached you will find our revised DGS management submittal, and application package for
modification of Permit No. WQ0035749, Statewide permit to distribute Class A residuals generated
from diamond grinding and hydrodemolition operations with no discharge of wastes to surface waters.
As you are aware, a new permit was issued on March 1, 2019, and NCDOT guidelines addressing the
new permit on May 2, 2019. This proposed modification is to use a lined, earthen storage site for
dewatering and final disposal of waste material. This resubmittal addresses the comments provided by
NCDWR on May 3, 2023 on the original submittal.
Enclosed in our application, you will find necessary plans, design calculations and specifications. The
application check was previously included in the November 4, 2022 submittal.
We trust that you will find this package complete, and due to the fast track nature of this project, we ask
that this request be expedite. Our grinding operations are time -sensitive, and your attention to this
matter is appreciated. Upon completion of your review, please forward to Nathaniel Thornburg, Division
of Water Resources.
Should you have any questions regarding this application, please contact myself directly at 919-279-
7264.
Sincerely,
The Lane Construction Corporation
Casey P. Hurley
Project Director

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION
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. Unless otherwise noted, the Applicant shall submit one original and two conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent)
residuals under 15A NCAC 02T .1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Distribution of Class A Residuals (FORM: DCAR 06-16):
® Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 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 project name should be consistent on the plans, specifications, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). 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 modification of an existing permit, submit one copy of the existing permit.
❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (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).
Facility Classification
New Permit I Major Modification 1
Major (residuals permitted for distribution > 3,000 dry tons/year) F $1,310 $395
Minor (residuals permitted for distribution < 3,000 dry tons/year) 1 $810
$245
i - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted.
There is no fee for minor permit modifications.
C. Cover Letter (All Application Packages)
® List all items included in the application package, as well as a brief description of the requested permitting action.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 1 of 3

D. Program Information (All Application Packages)
❑ Provide a narrative explaining the following:
❑ How the materials will be handled and transported from where the residuals were produced to where it will be treated.
❑ How the residuals will be processed/treated (attach process flow diagram).
❑ How leachate collection will be handled.
❑ Where the residuals will be stored until processed.
❑ How the final product will be distributed (packaging, bulk, etc.)
❑ What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the
limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause
contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality.
❑ Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed.
❑ Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the
person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following
information:
❑ Name and address of the person who prepared the residual that is sold or given away.
❑ A statement that application of the residuals to the land shall be in accordance with the instructions on the label or
information sheet.
❑ A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered.
❑ A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
❑ Information on all applicable setbacks in accordance with 15A NCAC 02T. 1108(b).
❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses.
E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units)
® Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A
NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard
specifications, but use of the standard specifications must be noted on each sheet of the plans.
® Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the
residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and
natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals
treatment and storage units. Depict minimum separations required in 15A NCAC 02T . 1108(a) on the plans.
® Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units:
description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity
of the final product in accordance with 15A NCAC 02T .I 104(a)(2)(B), including leakage and pressure testing as appropriate.
® Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may be labeled with the phrase: FINAL DESIGN NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units)
® Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T
.1104(a).
G. Environmental Assessments (Maybe Required— See 15A NCAC 1C .0300)
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3

H. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
❑ Submit the O&M Plan in accordance with 15A NCAC 02T .1110 and include at a minimum:
❑ Operational functions; describe the operation of the program to show what operations are necessary for the program to function
and by whom the functions are to be conducted.
❑ Maintenance schedules; may include equipments calibration, maintenance of signs, etc.
❑ Safety measures; may include safety training program, manuals, signs, etc.
❑ Spill response plan; including control, containment, remediation, emergency contact information, etc.
❑ Inspection plan including the following information;
❑ Names and titles of personnel responsible for conducting the inspections.
❑ Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected
location(s) and inspection frequency are representative of the residuals management program.
❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
❑ Sampling and monitoring plan including the following information;
❑ Names and titles of personnel responsible for conducting the sampling and monitoring.
❑ Detailed description of monitoring procedures including parameters to be monitored.
❑ Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow,
and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling
plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet
pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual
sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected
by cold temperatures.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
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]
INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: N.C. Department of Transportation
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State ❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Chris Peoples, P.E. Title: Chief Engineer
Applicant's mailing address: 1536 Mail Service Center
City: Raleigh State: N.C. Zip: 27601-1536
Telephone number: 919) 707-2500 Email Address: cpeopleskncdot.gov
2. Consultant's name: License Number (for P.E.):
Affiliation: ❑ On Staff ❑ Retained (Firm: )
Consultant's mailing address:
City: State: Zip: -
Telephone number: (_) = Email Address:
3. Fee submitted: $395.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ® modified, ❑ renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0035749
Date of most -recently issued permit: March 1, 2019
Date of most -recently certified Attachment A (if different than the permit): N/A
III. FACILITY INFORMATION:
1. Name of residuals processing facility: I-381913, U-6039 Disposal Site
City: Statesville State: N.C. Zip: 28677
Coordinates: Latitude: 35' 48' 46" Longitude: 80. 51' 40"
Datum: Level of accuracy:
Method of measurement: Goo0e Earth
County where facility is located: Iredell
2. Facility contact (person familiar with residuals preparation):
Name: Casey Title: Project Director
Mailing address: 1203 Free Nancy
City: Statesville State: N.C. Zip: 28677
Telephone number: 919) 279-7264 E-mail address: CPHurleyk,LaneConstruct.com
FORM: DCAR 06-16 Page 1 of 3

3. Is the residual process facility also the generator? ® Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: 30 days ±/- days (Note: the Division requires minimum 30 days storage in units that are
separate from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk);
® other (explain); Bulk land application on NCDOT right of way
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
I Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
per 1.0 dry ton of residuals ton
N/A
3. Approximate amounts of the residuals received and processed at the facility: N/A dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: N/A dry tons per year.
5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): Project by project basis
6. Does the facility have a stormwater management plan? ❑ Yes; ® No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: N/A
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation. N/A
W
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3

professional Engineer's Certification: (Application Involving, New or Clianges to Treatment or Storage Units)
1, t IN
, : ` V r --- attest that this application for Temnorary Siora a Unit _
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my, knowledge
the proposed design has been prepared in accordance with the applicable regulations, Although Certain portions ofthis submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that 1 have reviewed
this material and have judged it to be consistent with the proposed dcsign.
North Carolina Professional Engineer's Seal, Signature, and state:
84AL r" .
Applicant's Certification:
The applicant or any atiiliate has not been convicted of an 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 anv active
compliance schedule, and do not have any overdue annual fees under Rule 15A NC AC'. 02T '0105.
Z Yes ❑ No, Explain;
C:hris Peoplg'P.H.a a _ _ _. Chief E.itgincca'—
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for Modification of Distribution of Class A Residuals Statewide (NCl OT DGS and H 5 iDCAR)
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penaltles, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes y 143-215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties tip to $25,000 per violation,
Signature: Date:
FORM: DCAR 06-16 Page 3 of

The Lane Construction Corporation
NCDoT Contract # C204163
❑GS Management Plan
Containment Basin
Diamond Grinding Slurry
Management Plan
CONTAINMENT BASIN
1-40 / 1-77 Interchange Enhancement
Statesville, North Carolina
NCDOT TIP #: 1-3819B, U-6D39
NCDQT Contract #: C204163
The Lane Construction Corporation
Submitted: November 4, 2022
Revision #1: May 11, 2023
C4a� St ■�7
..
35 �
INEE . w
%C,T r rrr!�rtiyz
1P111111����
1

The Lane Construction Corporation DGS Management Plan
NCDOT Contract # C204163 Containment Basin
Table of Contents
I. INTRODUCTION......................................................................................................................... 3
II. DGS MANAGEMENT PLAN
a.
Objective & Process Summary.....................................................................................5
b.
Project Specific DGS Management Process.................................................................
5
c.
Design Details and Calculations....................................................................................
5
i Identify Maximum Load Condition............................................................................6
iiSlurry Generated.......................................................................................................
6
iiiDesign Storm Loading..............................................................................................7
iv Calculate Max Load on System................................................................................
7
v Size Containment Basin............................................................................................
8
vi Size Evaporation Basins...........................................................................................
9
vii Identify Final Design................................................................................................
9
d.
Pump Sizing & Selection.............................................................................................
10
e.
Optional Fountain Sizing & Selection.........................................................................
11
f.
Design Summary.........................................................................................................
12
III. OPERATIONS MANAGEMENT
a. Monitoring pH at Tanker Truck..................................................................................13
b. Monitoring the DGS Management System................................................................13
c. Monitoring the Reclamation Process.........................................................................13
IV. NCDOT GENERAL OPERATION & MAINTENANCE PLAN.......................................................... 14
V. NCDOT SPILL CONTROL PLAN.................................................................................................. 17
VI. LISTING OF KEY PERSONNEL.................................................................................................... 20
VII. APPENDIX
a. Process Flow Chart.....................................................................................................A1
b. Plan Sheets.................................................................................................................A2
c. Liner Information & Specifications.............................................................................A3
d. pH Meter Information & Specifications.....................................................................A4
e. Forms and Reporting Documents..............................................................................AS
f. Delegation of Signature Authority.............................................................................A6
g. Property Ownership Documentation.........................................................................A7
2

The Lane Construction Corporation
NCDOT Contract # C204163
Introduction
Project Overview
DGS Management Plan
Containment Basin
The Lane Construction Corporation has been contracted by the North Carolina Department of
Transportation (NCDOT) to construct the second phase of the 1-40/1-77 interchange enhancement
project in Iredell County, North Carolina. The second phase of this project is focused on constructing
collector -distributor lanes on 1-40, widening 1-77 from Exit 49B to north of the 1-40 interchange, and
building a partial turbine interchange at the two interstates. The NCDOT contract number is C204163
and the state TIP number is 1-3819B, U-6039.
As part of this interstate reconstruction project, new concrete paved roadway and ramps will be
constructed. Upon completion of this new concrete pavement, the travel lanes and ramps will receive a
diamond ground final surface. Concrete shoulders and bridge decks will not receive grinding.
The concrete paving designated for diamond grinding on this project equates to a surface area of
approximately 243,560-SY which when ground, will generate approximately 1,217,800-Gal of Diamond
Ground Slurry (DGS). This slurry is defined as a Class A residual and the distribution of this material is
regulated. For this reason, NCDENR has issued the NCDOT a statewide Permit (No. WQ0035749) for the
distribution of such Class A Residuals. Specifically, this permit allows for the slurry be land applied and
provides guidelines for doing so.
After a thorough review of this permit and the guidelines, it became apparent that this project
presented challenges that reduced the applicability of the general permit. It was determined
that while Land Application is an option that will be employed on this project, only a portion of the
project's DGS would be able to be managed in this manner.
As a result of the challenges identified, the project was forced to explore options beyond (in addition to)
land applying the DGS. Together, NCDOT and Lane Construction evaluated different alternatives and
finally settled on creating a DGS Management System for this project.
The main premise of the proposed DGS System is to process the slurry by letting the ground concrete
settle out of the solution leaving the water component to be further managed. The water will be
extracted and the ground concrete will be contained.
DGS Management System
DGS is generated as a result the diamond grinding operation. During this operation water used
to cool the blades of the grinding machine mixes with ground concrete to create a slurry. This
slurry is then vacuumed up by the grinding machine. When land applying, the slurry captured

The Lane Construction Corporation DGS Management Plan
NCDOT Contract # C204163 Containment Basin
by the grinder's vacuum is typically pumped directly onto the dirt shoulder adjacent to the
roadway. However, for this project the slurry will be vacuumed up by the grinding machine and
deposited into a waiting tanker truck. The slurry that is pumped into the tanker truck will be monitored
for high pH levels. Muriatic Acid will be added to the tanker as required to keep it within allowable limits
for transport (pH<12.5). The tanker will then take the slurry to a containment basin located within the
NCDOT Right of Way of this project. The slurry will be deposited into the basin and it will be allowed to
settle.
As the DGS settles, the ground concrete will fall out and the water will rise. Water will be pumped from
the containment basin into an evaporation basin. From here, the water will be recycled and reused in
the diamond grinding operation. Should the reuse & evaporation rates not keep up, water will be
pumped from the evaporation basin to another tanker truck which will transport water to the Statesville
WWTP.
The ground concrete component of the slurry will be collected in the containment basin and allowed to
dry. Once dry, the material will be subjected to the paint filter test and upon passing will be mixed with
earthen material from the project and buried in place. The entire area of the DGS Management system
will be brought up to final grade and grassed per the plans and specifications of the project.
Process Flow Chart
Slurry is Produced at the Grinding Operation Slurry Vacuumed Up and Slurry is Deposited into Containment Basin
m Puped into Tanker
1 �
Surplus Water recycled into Ground Concrete
Water is Pumped into one of two Evaporation Basins Captured in
Diamond Grinding Operation
Containment Basin to
be buried as
Beneficial Fill upon
Completion.
Surplus Water Transported to
Water/ DGS Disposal at WWTP Evaporation
to be Tested and Land s . Area Graded & Grassed
Applied under
General Permit
WQ0035749
s
Note: This Chart is also provided in Appendix #1.
0

PROJECT: C204163 / TIP # 1-3189B, U-6039
DESCRIPTION: 1-40/1-77 Interchange Enhancement, Statesville, NC
SUBJECT / TASK: Diamond Grinding Slurry (DGS) Management Plan
CALCULATED BY: CPH
DATE: 10/24/2022
& rrocess
The 1-40/1-77 Interchange Enhancement project located in Iredell County (NCDOT Contract: C204163), includes a new concrete
paved roadway and ramps with a Diamond Ground final surface. Lane Construction is the contractor responsible for delivering
this new Diamond Ground Roadway. While there is a general NCDENR permit in place for Land Applying the slurry generated
from the diamond grinding operation (WQ003749 — Distribution of Class A Residuals), it was determined not to be an effective
solution for this project. This project poses multiple challenges that make general land application difficult and/or unallowable.
(i.e. limited flat/open areas, jurisdictional streams, wetlands.)
With the understanding that this project would need to find a solution other than (in addition to) Land Application, Lane worked
closely with NCDOT to explore alternatives. The selected alternative calls for a system to be setup to process and contain the Class
A residuals resulting from the Diamond Grinding Operation. The overall goal is to manage the slurry onsite with a process that
ensures Safety and Compliance.
The proposed process for this project is as follows:
1-40/1-77 Statesville DGS Management Process:
The Diamond Grinder(s) that work on the roadway require water to keep their blades cool. This water combines with concrete
grindings to form a slurry which is vacuumed up by the grinding machine and held in a tanker truck. This slurry will be monitored
for pH and Muriatic Acid will be added to the tank as required to keep it within tolerable limits for transport. Once full, the tanker
truck will take the slurry to a containment basin that will be located between-YRPCA- and 1-77 at approximate mile marker 52.
(This location is completely within NCDOT Right of Way)
Once at the containment basin, the slurry will be deposited into the basin and allowed to settle. In so doing, the ground concrete
will fallout and water will rise. The water will be actively managed by onsite personnel staffed by Lane. After being trained, these
workers will pump water from the containment basin into an adjacent evaporation basin. Pond fountains may be used to facilitate
rapid evaporation.
Due to the amount of water that will be introduced at grinding operation, it is anticipated that evaporation alone will not suffice as
the sole component of the water management plan. For this reason, Lane has evaluated additional means of water management.
- Reuse has proven to be successful in the past and will be performed again on this project. Water from the ginding operation
introduced to the containment basins will be allowed sufficient time for solid particulates to settle out and then will be recycled
and used again by the diamond grinder.
- Disposal of surplus water at the local WWTP is a viable option. It is expected that during peak opperational periods truckloads of
water will be transported to the Statesville WWTP.
- Land applying Surplus Water/DGS under the general NCDENR permit WQ003749 has been explored. While currently not an
option, conversations and further evaluations are underway. Should NCDEQ allow this to become an viable alternative, the
surplus water will be managed completely onsite.
Upon completion of the Diamond Grinding operation, all of the ground concrete that has settled out in the containment basin will
be allowed to dry. Lane's water management efforts will continue to help this material dry as quickly as possible. As the material
dries out, Lane forces will carefully mound up the material in the basins so that gravity assists in the dewatering. Water will slowly
flow out of the grindings and will be pumped to an evaporation basin. This process will continue until the material passes the paint
filter test. At that time, the ground concrete will be mixed with earthen material from the project and buried in place overtop of
the abandoned liner. Once buried, the area will be brought to final grade and grassed. The location of this containment basin has
been selected for this exact reason. This basin and all the ground concrete will be completely encapsulated approximatly 4' below
grade.
5

Maximum Loadine Condition tip Design Needs
To Calculate Max Load:
Assume 25% of the entire project quantity is introduced to the system at one time.
Assume zero water from this max load is evaporated, hauled off, or reused in anyway.
Assume the 25 year design storm has occurred.
Also, assume that this max load condition occurs after 75% of the project has been completed and
the ground concrete from that 75% has settled and is occupying containment basin volume.
Design Needs:
1 Total Project Slurry Production & Composition
2 25 Year Storm Load
3 Maximum Loading Condition
3 Size the Containment Basin for Max Load Condition
4 Detail the Evaporation Basin(s)
5 Establish the Water Management Plan
6 Identify the Freeboard Requirement and operational Failsafes.
Calculate Slurry Production
Total Grinding Area: 243,560 SY
Slurry Prod. Rate: 5.0 GAL/SY *Normal Operation Produces 3-5 Gal/SY
Total Est. Slurry: 1,217,800 GAL (Use 5 Gal/SY)
Total Est. Slurry: 162,568 CF
Slurry Composition:
Ground Concrete: 45,668 CF *Normal Operation Cuts 1/8 - 3/8" Deep
Water: 116,901 CF (Use 114" Cut Depth)
101

Cal
Cal
ouiate Loniamment Kequirements Tor uesign storm Loaamg
Calculate Time of Concentration ( tc) tc = Lflow*0.001/(50.53) (NRCS Segmental Method)
Lflow = 25 FT Hydraulic length of watershed
H = 1 FT Elevation change along length
S = 4% Average watershed slope (ft/ft)
Is Jarret Method Applicable? If so, tc will be approximated as 5 minutes.
A_site = 5.9 AC
A_Jarrett = 18.4 AC Yes A_site < A_Jarrett * Jarrett Method is Applicable
tc (min) = 5.0 Minutes
Calculate Peak Flow Rate (Q) Q =CiA (Rational Method)
Semi -Pervious Area - Area Surrounding the basins.
C = 0.5 *Rational Coefficient -Table 1.6 NCDOT Design Manual
i = 8 IN/HR
*Rainfall Intensity - Appendix A NCDOT Design Manual Charlotte 25 yr, 5-
Minute Storm
A = 5.36 AC Drainage Area, Semi -pervious
Q Per= 21.44 CFS
Impervious Area - Lined Area of Basins
C= 1
i = 8 in/hr
A = 0.58 AC
Q Imp = 4.64 CFS
Q25 Total = 26.08 CFS
*Rational Coefficient -Table 1.6 NCDOT Design Manual
*Rainfall Intensity - Appendix A NCDOT Design Manual Charlotte 25 yr, 5-
Minute Storm
Drainage Area, Impervious
Determine Volume Required to Contain 25year storm
Calculated Q25 Volume = 7824 CF
Recommended Storage Volume = 3,600 CF/AC *Check against NCDOT Guidelines.
System Area = 5.9 AC
Rec. Min. Capacity = 21,384 CF
Storm Volume Required: 21,384 CF *Use NCDOT Recommended Min. Capacity
culate Maximum Load on System
To Calculate Max Load:
Assume 25% of the entire project quantity is introduced to the system at one time.
Assume zero water from this max load is evaporated, hauled off, or reused in anyway.
Assume the 25 year design storm has occurred.
Also, assume that this max load condition occurs after 75% of the project has been completed and
the ground concrete from that 75% has settled and is occupying containment basin volume.
Required Capacities:
Ground Concrete: 34,250.63 CF *Ground Concrete from the first 75% of the project.
Slurry Containment 40,642 CF *Full Slurry Load from the final 25% of the project.
Storm Containment: 21,384 CF *25 year storm loading.
Total Volume Required: 96,277 CF
7

Calculate Containment Basin Dimensions
Main Containment Basin 4 FT (Lined)
Top Dimensions
Length: 210 FT
Width: 65 FT
Depth: 4 FT
Side Slopes: 2 :1 (H:V)
RETENTION VOLUME = 46,141 CF
345,135 GAL
SURFACE AREA = 13,650 SF
Bottom Dimensions Bottom Elevation
Length: 194 FT 854.00
Width: 49 FT Top Elevation
858.00
Note:
The bottom 4' foot of this main basin is designed to
contain all of the ground concrete from the project.
46141 CF > 45667.5 CF Good
Ground Concrete will settle here, water will rise
and then be managed at the evaporation ponds.
* Final Elevations to be field verified. Asbuilt drawings will be updated to reflect
actual.
Additional 3 FT of Capacity (Lined) - "Water Management Zone"
Depth: 3 FT
Side Slopes: 2 :1 (H:V)
Top Dimensions
Length: 222 FT
Width: 77 FT
Additional Capacity:
RETENTION VOLUME = 46,044 CF
344,409 GAL
SURFACE AREA = 17,094 SF
Additional 2 FT of Freeboard (Lined)
Depth: 2 FT
Side Slopes: 2 :1 (H:V)
Top Dimensions
Length: 230 FT
Width: 85 FT
Top Elevation *
861.00
Bottom Dimensions
Length: 210 FT
Width: 65 FT
Note:
This additional capacity is designed to
contain excess water. Excess water will be held here
until it is moved to an evaporation basin.
A pond evaporation fountain may be installed here to
help facilitate rapid evaporation. However, care should
be taken not to pull slurry into the pump. (Water only)
Bottom Dimensions
Length: 222 FT
Width: 77 FT
Bottom Elevation
861.00
Top Elevation *
863.00
Note:
Freeboard Capacity: This freeboard exists only as a factor of safety.
RETENTION VOLUME = 36,623 CF If at any time, the water level encroaches upon
273,938 GAL the top two foot of this basin, the diamond grinding
operation will be shut down until the water
management process catches up.
H

De
De
:au evaporanon esasm si
Evaporation Basin (Lined)
Top Dimensions
Length: 50 FT
Width: 25 FT
Depth: 3 FT
Side Slopes: 2 :1 (H:V)
RETENTION VOLUME = 2,544 CF
19,029 GAL
SURFACE AREA = 1,250 SF
:au evaporation tsasm s/
Evaporation Basin (Lined)
Top Dimensions
Length: 50 FT
Width: 25 FT
Depth: 3 FT
Side Slopes: 2 :1 (H:V)
RETENTION VOLUME = 2,544 CF
19,029 GAL
SURFACE AREA = 1,250 SF
ietea System Lies
Containment Basin:
Evaporation Basin #1:
Evaporation Basin #2:
Desired Wet Slurry Containment:
Containment Volume Provided:
Total Solids Generated (Ground Concrete)
Containment Volume Provided
Bottom Dimensions
Length: 38 FT
Width: 13 FT
Note:
This basin will be 4' deep with a lined overflow channel
at the 3' mark. This overflow channel will drain into
the secondary evaporation basin.
Water may be pumped in such a way that this channel
can be used as a means to facilitate rapid evaporation.
(Water maybe allowed to evaporate off the lined spillway)
A pond evaporation fountain may be installed to help
facilitate rapid evaporation.
Bottom Dimensions
Length: 38 FT
Width: 13 FT
Note:
This basin will be 4' deep with a lined overflow channel
at the 3' mark. This overflow channel will drain back
into the containment basin.
Water may be pumped in such a way that this channel
can be used as a means to facilitate rapid evaporation.
(Water maybe allowed to evaporate off the lined spillway)
A pond evaporation fountain may be installed to help
facilitate rapid evaporation.
194FT x 49FT x 9FT
38FT x 13FT x 3FT
38FT x 13FT x 3FT
96,277 CF
97,273 CF
45,668 CF
92,185 CF
(Bottom Dimensions. All side slopes are
2:1. Evap. Basins are 4' deep with a
spillway at 3'.)
Design is: Acceptable
Design is: Acceptable
9

Sing system uesign
Water separated from the DGS will be conveyed from the containment basin to the first evaporation basin by means of a pump.
This movement of water exists to expedite evaporation and provide the potential for reuse.
To maximize potential, the pump selection forth is movement was made using the following design assumptions.
1. Ample separated water exists in the DGS basin.
2. The evaporation basins are empty.
3. The pump should have ability to fill the first evaporation basin in 6 hours.
4. The pump should have the ability to fill both evaporation basins in 12 hours.
The pump selected for this movement is a 3" Honda Diaphragm Pump. The following calculation verifies that this pump has
adequate capability to manage conveying DGS to the evaporation basin over the optimum duration.
Resired Output Per 24 Hour Period
• Evaporation Basin Dimensions: 38'x13'x3'
• Evaporation Basin Volume (CF): 2616.0
• Evaporation Basin Volume (Gal): 19567.7
(Bottom Dimensions. All side slopes are 2:1. Evap. Basins
are 4' deep with a spillway at 3'.)
Pump Selection and System Output Calculations
• Pump Selection: Honda WDP30 3" Diaphragm Pump (SIN: WZCA-6200045)
• Total Dynamic Head of System (FT): 12'-0"
• Discharge Capacity (Gal/min): 72.0 72.0
• Pump Output Per 6-Hr Period (Gal/6-Hr): 25920.0
19567.68 CF < 25920 CF Design is: Acceptable
SYSTEM DYNAMIC HEAD
NAP MTIGNB IM-1 tiN1nir.r ?
645a1 T04v>WTaAriOH gCsir�Yi
Mill
w.w COwiairarEHi isyv"
x^ s•a
aw s'-0 rr]TAL OYNA�MIC HEAD • 17-V F ' 2
Pump Performance Gu we
Tnis graph srmwa me recanonsmp helween me pump 0—haroe
npwlty and the total dyoam head. b65 d on Clem water el lea
I-.. As y— mereage the total head, dra dl.". pp.my wf,
decrease.
Tonal Head 10.) WDP'30X
W
so
.o
z0
10
0
0 10 20 30 40 50 60 70 80
U-harga Capaury (ePm)
* Pump performance curve provided by
pump manufacturer.
Note: This pump is not critical to the DGS management system. Therefore, the contractor may substitute it for a different model
provided it meets the design requirements listed above.
10

Op
tional Evaporation Fountain(s) Design
At the contractors option, a pond fountain may be added to each of the evaporation basins to facilitate moisture loss. If utilized,
aach fountain pump should ideally have enough output to process all water in the basin a minimum of two times per day to
maximize potential.
Evaporation Basin Volume
• Evaporation Basin Dimensions: 38'x13'x3' (Bottom Dimensions. All side slopes are 2:1. Evap. Basins
• Evaporation Basin Volume (CF): 2616.0 are 4' deep with a spillway at 3'.)
• Evaporation Basin Volume (Gal): 19567.7
Fountain Selection and System Output Calculations
• Pond Fountain Selection: Pond Boss 114 HP Floating Fountain with Lights
• Pond Fountain Pump Output (GPH): 2,300
• Pond Fountain Pump Output per Day (Gal): 55200
• Required Output per Day (Gal): 39135.36
39135.36 CF < 55200 CF Design is: Acceptable
Pond Fountain Selection with Respect to Pond Size
• Evaporation Basin Water Surface Dimensions: 50'x25' Manufacturer recommended pond
• Evaporation Basin Water Surface Area (SF): 1250.0 surface area < 114 acre.
• Evaporation Basin Water Surface Area (Acre): 0.029
• Evaporation Basin Max Allowable Surface Area (Acre): 0.25
0.029 CF < 0.25 CF Design is: Acceptable
Pond Fountain Manufacturer Provided Specifications
• Aerates and decorates large ponds
• Includes 2,300 GPH pump, 100 ft. mooring line, three fountain heads, three 1 watt LED lights, and dusk -to -dawn sensor
• For ponds up to 1/4 acre
• 1/4 horsepower pump
• Low -profile float design
• Energy efficient
• Epoxy encapsulated, fully submersible
• Durable, ceramic shaft & bearing construction
• Anti -clog technology
• 3-Tier nozzle creates effects 6.5 ft. diameter x 10 ft. tall
• Trumpet nozzle creates adjustable water effects max. 15.75 ft. diameter x 3.6 ft. height
• Single -tier nozzle creates water effects 16 ft. diameter x 10 ft. height
• Minimum operating depth: 2.5 ft.
• Cord length: 50 ft.
• ETL listed pump
• Power Consumption: 120V / 60Hz / 130W / 1.5 amps
Note: These fountains are not critical to the DGS management system. Therefore, the contractor may substitute it for a different
model if needed.
11

n summary:
This Diamond Grinding Slurry management system has been designed specifically for the 1-40 / 1-77 InterchangeProject in IredelI
County. This project posed challenges that made the general permit (WQ043749) ineffective as a standalone means of managing
the slurry. Taking these challenges into account, Lane Construction and NCDOT developed a plan to manage the slurry that
includes separation and containment of ground concrete and then elimination of water.
The final design presented above was calculated based upon the need to handle a maximum theoretical loading condition. To
get to this theoretical maximum loading, a number of assumptions were made:
• First: We assumed that the 25% of the entire project quantity of slurry would be introduced at one time.
(Nate: Using typical Diamond Grinding Production rates, to amass this quantity of Slurry would take 3 weeks
of uninterrupted production.)
■ Second: It was assumed that during this moment of maximum loading, zero water is managed. This
means that no amount of water reduction has or is occurring.
(Zero evaporation, No Reuse on site, No Transport to W WTP, Etc.)
• Third: We assumed that this 25% loading is the final quarter of the project's quantity. This means that
75% of the project quantity had already been processed through this slurry management system. With
that assumption, the capacity of the containment basin was reduced by the amount of ground concrete
that would have previously settled out into it.
■ Fourth: We assumed that the 25 year design storm has occurred during this moment of maximum loading.
The final design requires; A Containment Basin, an Evaporation Basin and a Well -Defined Water Management Plan.
Containment Basin: 194x49x9' (Bottom Dimensions)
Bottom 4' = 46,141 CF = Ground Concrete Settling Zone
Middle 3' = 46,444 CF = Water Management Zone
Top 2' = 36,623 CF = Freeboard that is not to be encroached upon.
Evaporation Basin: 38xl3x3' (Bottom Dimensions)
aasin(s) will be 4' deep with a lined spillway at the 3' mark which drains to th
containment basin.
Pond Fountains will be added to facilitate rapid evaporation.
e The second Evaporation Basin is optional.
Water Management Plan:
e Means of Eliminating Excess Water:
• Evaporation
• Transport to WWTP
• Training and Safety Program for Employees
• Operation Shut Down Failsafe
xklll✓fffill
e ,R>> � C A R,0 ■
� R
�A
If at any time, water encroaches on the 2' freeboard zone in the containment basin,
the entire operation will be shut down until the water management process catches up.
The Reclamation Procedure upon Completion Requires:
■ The Water Management Plan will continue even past the completion of the Diamond Grinding operation.
Water will continue to be pulled out of the containment basin to ensure that the ground concrete
is allowed to dry.
• Once the ground concrete has dried enough, it will be mounded up so that gravity will help drain
water out.
• Manipulation of the ground concrete will continue until it has dried sufficiently and will pass the
Paint Filter Test.
Reclamation of the Basins and Ground Concrete.
• once the ground concrete has passed the paint filter test it will be mixed with earthen material
from the project and buried in place.
• The entire area will be graded and brought to final counters per the project
plans and specifications.
12

The Lane Construction Corporation
NCDOT Contract # C204163
Operations Management
DGS Management Plan
Containment Basin
To ensure successful operation of this DGS Management plan, there are three hold points where testing
and inspections need to occur:
• Tanker Truck pH Monitoring and Control
• Containment Pond Monitoring and pH Control
• Reclamation
Tanker Truck pH Monitoring and Control
During grinding, the residuals will be pumped from the grinding machine into a tanker truck. The pH of
the slurry must be below 12.5 in order to drive the tanker truck on public roads, so the water used in the
grinding operation will be pre-treated with muriatic acid. Prior to leaving the grinding operation, Lane
will check a sample of the slurry to ensure the pH is at an acceptable level. In the event it is not, muriatic
acid will be added to lower the pH level. The form to be used for monitoring pH is included in Appendix
5.
pH sampling will be performed by Lane personnel, under the direction of Ross Newsome, for each
truckload. The activity will be overseen and documented by NCDOT and their onsite inspection staff. All
employees will be trained in the sampling method, EPA test method 9040C, and in the use of the pH
meter prior to beginning sampling. pH measuring devices will be calibrated each day using buffer
solutions 7.0 and 14.0, or according to manufacturer's recommendations. Quality control samples will
be taken and tested for pH by Statesville Analytical, certified lab #440. Samples will be taken upon
startup to verify the field process and then monthly after that.
Containment Pond Monitoring and pH Control
The containment basin as well as the evaporation basin(s) will be visually inspected daily during grinding
operations, or weekly when no there is no grinding occurring. Maintenance will be performed as needed
to keep the system functioning properly. The inspection form found in Appendix 5 will be completed
during each inspection. If maintenance is required, Lane will perform within 24 hours for general
housekeeping, or immediately for critical issues.
Lane will monitor and record the pH of the Evaporation Pond(s) daily when transport operations are
occurring (WWTP, or other uses). These pH observations will be recorded in the form found in Appendix
5. In the event the pH of the clean water is above 12.5, muriatic acid will be added until the level is
dropped. This will ensure that any water that leaves the DGS Management System is at an acceptable
level before traveling on public roads.
Erosion and sediment control BMPs will be installed and maintained as needed to prevent sediment
runoff from the disposal site.
Reclamation
The DGS Management System is located within NCDOT right-of-way. Once grinding operations are
complete, the slurry remaining in the pond will be allowed to separate completely and any remaining
13

The Lane Construction Corporation DGS Management Plan
NCDOT Contract # C204163 Containment Basin
water will be moved to an evaporation basin. The paint filter test will be used to confirm the cake has no
remaining free liquids before making the determination to close out the system. Additionally, the
Toxicity Characteristic Leaching Procedure test (TCLP) will be performed prior to close out of the system.
(Note: This is a new concrete roadway and does not require the TCLP, it will be done for an added level of
safety).
Once the material has passed the required testing, the grindings will be mixed with earthen material
from the project. Each basin will be collapsed and everything will be buried in place. The area where
this DGS system is located will be brought up to final grade with earthen material from the project and
lastly the area will be grassed as required by the plans and specifications for the project.
NCDOT General Operation and Maintenance Plan
This DGS Management Plan — Land Application, has been prepared in accordance with the NCDOT
General O&M Plan. The General O&M Plan provides an overview of the grinding process and outlines
general practices to be followed during the operation. The practices outlined in this DGS Management
Plan are specific to this project.
OPERATION AND MAINTENANCE PLAN
N.C. Department of Transportation
Permit No. WQ0035749
HYDRODEMOLITION OPERATION SLURRY
DIAMOND GRINDING SLURRY
Operational Functions
Hydrodemolition Operation Slurry Description and Overview
The hydrodemolition operation slurry (HOS) is generated by the hydrodemolition of concrete on bridge
decks during the deck restoration process. The hydrodemolition operation will typically generate a range
of volumes per bridge with percent solids of the unfiltered water ranging from 0.5 to 10 percent. The
hydrodemolition operation will typically generate a range of approximately 10,000 to 50,000 gallons of
HOS per bridge. The hydrodemolition process shall be managed, monitored, collected, and properly
disposed of as a portion of the bridge deck restoration process. Many variables will determine the
quantity, such as hydrodemolition contractor process, size of bridge deck, total depth of concrete to be
removed, etc. The generated water and solids (slurry) is stable and contains a high calcium value for
application as a lime amendment.
14

The Lane Construction Corporation
NCDOT Contract # C204163
DGS Management Plan
Containment Basin
Diamond Grinding Slurry Description and Overview
The diamond grinding slurry (DGS) is generated by diamond grinding of concrete pavement which
generates a slurry material consisting of water and pulverized concrete. This material is collected in
trucks through a vacuum system concurrent with the grinding process. The generated slurry is stable
and also contains a high calcium value for application as a lime amendment. The diamond grinding
process shall be managed, monitored, collected, and properly disposed of. The diamond grinding of
concrete will generate a wide range of slurry volume per project. Many variables will determine the
quantity, such as contractor performing the diamond grinding, length of roadway, etc.
The HOS and DGS shall be collected, hauled, and discharged in accordance with local, state, and federal
regulations. The HOS and DGS will not be allowed to enter storm sewers, bridge drainage downspouts or
bridge approach downspouts, ditches, surface waters, floodplains or wetlands. The HOS and DGS will be
monitored to confirm its compliance with conditions in Non -Discharge Permit No. WQ0035749 to
include:
• Calcium Carbonate Equivalence (CCE)
• Percent Total Solids
• pH
When land application of HOS is not a feasible option, the primary method of disposal will be to
transport the HOS to a local publicly owned treatment works (POTW) or a licensed treatment or disposal
facility. When land application of DGS is not a feasible option, other methods of disposal will be
determined such as transport of the liquid portion to a local publicly owned treatment works (POTW) or
a licensed treatment or disposal facility and disposal of the solid portion in an approved solid waste
disposal facility.
II. Maintenance Schedules
Maintenance will be the responsibility of the Contractor performing the hydrodemolition or diamond
grinding operations. In addition, subcontractors must have a current Land Application of Residuals
"Operator in Responsible Charge" (ORC) as certified by the North Carolina Water Pollution Control
System Operators Certification Commission (WPCSOCC).
III. Safety Measures
Safety plans and training will be the responsibility of the Contractor performing the hydrodemolition or
diamond grinding operations. All subcontractors will be required to comply with safety plans and
training as applicable to the Contractor's performing the hydrodemolition or diamond grinding
operations. NCDOT recognizes that the safety of employees and contractors is paramount to the
maintenance and construction of the state transportation system. Therefore, NCDOT recognizes no
boundaries in the development and implementation of a world class safety and health program that will
protect their employees, contractors and the traveling public. The NCDOT Safety Philosophy is as
follows:
15

The Lane Construction Corporation
NCDOT Contract # C204163
DGS Management Plan
Containment Basin
• All accidents and injuries can be prevented.
• Management/supervisors are responsible, and will be held accountable, for preventing injuries
and occupational illnesses.
• Occupational safety and health is part of every employee's total job performance.
• Working safely is a condition of employment.
• All workplace hazards can be safeguarded.
• Training employees to work safely is essential and is the responsibility of
management/supervision.
• Prevention of personal injuries and accidents is good business.
IV. Spill Response Plan
Includes the following:
• Spill Control Plan (Attached),
• Spill Prevention Plan (Attached),
• Spill Control, Containment and Cleanup Plan (Attached).
V. Sampling and Monitoring Plan
All sampling and monitoring shall be performed in accordance with current Permit No. WQ0035749,
Land Application of Diamond Grinding and Hydrodemolition Operation Slurry (503 Exempt), Statewide.
An analysis shall be conducted on HOS or DGS from each road construction project prior to the initial
land application event to include the following parameters:
• Calcium Carbonate Equivalence (CCE)
• Percent Total Solids
• pH
Personnel from Lane Construction, under the supervision of Ross Newsome, will perform the pH testing
for each truckload to demonstrate that the HOS or DGS is non -hazardous under the RCRA. This activity
will be overseen and documented by NCDOT and their onsite inspection staff.
Quality control samples will be taken and tested for pH by Statesville Analytical, certified lab # 440.
Samples will be taken upon startup to verify the field process and then monthly after that.
Measurement of HOS/DGS pH shall be performed in accordance with the EPA Test Method 9040C.
16

The Lane Construction Corporation
NCDOT Contract # C204163
Spill Control Plan
DGS Management Plan
Containment Basin
This DGS Management Plan — Land Application, has been prepared in accordance with the NCDOT spill
control plan. This plan details the procedure to follow in the event of a spill including how to contain,
who to notify, how to report, etc.
HYDRODEMOLITION OPERATION SLURRY
DIAMOND GRINDING SLURRY
SPILL CONTROL
PLAN FOR PERMIT
WQ0035749
THE FOLLOWING ACTIONS MUST BE TAKEN IN THE EVENT OF A SPILL:
1. Halt the source of the spill: Ruptured line or valve, or damaged tank unit.
2. Contain spill: Use straw bales to form a barrier. Straw or hay bales can be obtained from
several sources for this purpose. Soil near the site can also be used to form a barrier for
containment.
3. Clean up: Use land application equipment to recover as much of the Hydrodemolition Operation
Slurry (HOS) or Diamond Grinding Slurry (DGS) as possible. After the application equipment has
recovered as much HOS as possible, it will be land applied as per the management plan. A
temporary sump pit may be dug in the containment area to enhance recovery.
4. Notification: As soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence, after a spill occurs notify:
• NC DOT: Resident Engineer and Division Environmental Officer
• NC Department of Environmental
Quality Division of Water Quality
Regional Office
Asheville Regional Office [phone]
Fayetteville Regional Office [phone]
Mooresville Regional Office [phone]
Raleigh Regional Office [phone]
Washington Regional Office [phone]
Wilmington Regional Office [phone]
17

The Lane Construction Corporation DGS Management Plan
NCDOT Contract # C204163 Containment Basin
Winston-Salem Regional Office [phone]
Outside of normal business hours, call the emergency hot line: 1-800-858-0368
• Fire Department if assistance is required for wash down
S. Management of cleanup efforts: The responsible party for land application shall take
immediate charge of the clean up activities. Additional labor will be requested as needed.
6. Reporting: Within 24 hours of a spill the responsible party for land application shall present a
written report detailing the cause of the spill and all action taken in response to the spill.
SPILL PREVENTION PLAN
The spill prevention plan requires that all equipment used to transport HOS or DGS be subject to
periodic safety inspections. Tires, brakes, lights, and turn signals will be inspected for proper working
order. Each truck will be equipped with safety flares and appropriate signs to be used in the event of a
breakdown. Any deficiencies observed during the safety inspections will result in the vehicle being
removed from service and the responsible party for land application will be notified so that these
deficiencies can be corrected and documented.
Routes leading from the storage point to the land application sites will be inspected for road hazards.
The road hazards will be documented and the drivers will be informed of the hazards. Alternate routes
will be investigated and routes which minimize road hazards will be selected. Hazardous situations
resulting from rush-hour traffic will be avoided during hauling.
Drivers and management personnel associated with the hauling of HOS or DGS will be instructed in the
spill prevention plan and will be required to attend training sessions. Drivers will be trained in defensive
driving techniques in order to minimize road hazards. A driver who observes a road hazard will be
required to report the hazard to the field superintendent who, in turn, will warn other drivers. As part of
the spill prevention plan, drivers will be required to inspect the safety equipment of their vehicles on a
daily basis. Any deficiency in safety equipment will be noted for corrective action. Drivers will be trained
in the procedures to be taken in the event of a spill that occurs during the hauling of HOS or DGS. These
procedures are discussed in the spill control, containment, and cleanup plan.
SPILL CONTROL, CONTAINMENT, AND CLEANUP PLAN
Spills that occur during loading or unloading HOS or DGS will occur at the generation point and the land
application sites, respectively. These spills will not involve an environmental hazard or an over the road
hazard and, therefore, will be handled using the equipment that will be available at either site. Spills
that occur over -the -road will be subject to the contingencies contained in the spill control, containment,
and cleanup plan. The equipment used in the spill control, containment, and cleanup consists of the
following:
18

The Lane Construction Corporation DGS Management Plan
NCDOT Contract # C204163 Containment Basin
1. Vacuum pump, pump truck or tanker truck. A vacuum truck, vacuum pump or tanker truck will
be used to assist with clean up of HOS or DGS spills.
2. Outside equipment if required
The following personnel will be involved in the spill control, containment, and cleanup.
1. The responsible party for land application will respond to the spill site and make an assessment
of the spill and determine the containment procedures to be initiated and the equipment to be
used to clean up the spill.
2. The responsible party for land application will be responsible for the direction of the cleanup
team.
In the event of a spill, the driver of the truck or application vehicle, if he has not sustained a debilitating
injury, will call the responsible party for land application and report the spill. The responsible party for
land application will notify the appropriate authorities and will also notify the appropriate DWQ
Regional Office. The driver will set up safety flares and signs to warn motorists of the hazard. The
responsible party for land application will mobilize the necessary equipment and personnel to the site,
and will initiate the containment procedures. When the cleanup team arrives at the site, the site will be
cleaned up according to the contingency plan. HOS or DGS cleaned up from the site will be transported
to the land application sites where it will be applied in accordance with the permit. In the event that the
driver is incapacitated due to personal injury, the responsible party for land application will mobilize the
cleanup team as soon as the authorities notification of an incident.
19

The Lane Construction Corporation DGS Management Plan
NCDOT Contract # C204163 Containment Basin
Key Personnel
A listing of key personnel associated with this DGS Management System are as follows:
NCDEQ After -Hours Emergency Line:
1-800-858-0368
NCDOT Resident Engineer:
Justin Johnson
704-380-6050
Lane Construction Project Manager:
Casey Hurley
919-279-7264
Lane Construction DGS Program Manager:
Ross Newsome
704-495-1214
Lane Construction Field Representative:
Allison Summers
25 2-241-645 2
20

The Lane Construction Corporation
NCDOT Contract # C204163; TIP# 1-3819B, U-6039
DGS Management Plan
Containment Basin
Appendix
I. Process Flow Chart
11. Plan Sheets
III. Liner Information and Specifications
IV. pH Meter Information & Specifications
V. Forms and Reporting Documents
V1. Delegation of Signature Authority Letter
Al
A2
A3
A4
A5
A6

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 1
Process Flow Chart
DGS Management Plan
Containment Basin
A full-size drawing of the process control flow chart, as shown on page 4 of the DGS Management Plan,
is provided here.

Slurry is Produced at the Grinding Operation
Water / DGS
to be Tested and Land
Applied under
General Permit
WQ0035749
Slurry Vacuumed Up and
Pumped into Tanker
Surplus Water recycled into
Diamond Grinding Operation
Slurry is Deposited into Containment Basin
Water is Pumped into one of two Evaporation Basins
Surplus Water Transported to
Disposal at WWTP
Cod
Evaporation
Ground Concrete
Captured in
Containment Basin to
be buried as
Beneficial Fill upon
Completion.
+R
4\"�
Area Graded & Grassed
4�4
NCDENR Application No.:
WQ0035749
Calculated By:
Date:
Drawn By:LANE
- oo,
NCDOT Contract No.: C204163
Process Flow Chart
Date: _
, �
- Nothing Compares .
NCDCT TIP No.: 1-3819B, U-6039
Checked By.
Submitted To: NCDOT Resident Engineer
Date:
Statesville, Iredell County, NC
Revision No.:
124 Prison Cam p Rd, Statesville, NC 28625

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 2
Plan Sheets
The following plan sheets are provided under this cover:
A2-1. Location Map
A2-2. Plan View Location Map
A2-3. Cross Sectional Views of DGS System
DGS Management Plan
Land Application

q
V
raDMWis>' store +3nC
Dor19iIxi I-,e;'It}'
f
The Hone Depot
i. -9
VOCPPA
"RQ
Waimarl Supercenter 4
9-
.
%r
�ingles Write"
00010�
■ df
Doomking
S=upptnq
Dorian Pvrtabk P4yrer
9
9 T. ac to SR.tIp* Cod
E
c0"6 C,N
bv"gw or
Ll
bu I W11 I Vj PU ji iv P et�. ,J:
Pedi Nlc ()eRttSV Y
Steve E Kmoht. PE Q I �t mael Hbylron
Nvxw Myf yeDr ��� HealtriCare
rfedmont
Pam & Sone tredei
Strnsn+ne5 Cafe19 r
CWWWW" t
Crawford Roan
TruCK Washlo
I 1� __­*V 11
n
A
n
Yatary in
�,.� � - � Voll9irse Auton�s�
PlaR,W! f
Maple LeW Htalth.
Statesvft Aq
�f
7 rile Homes -
Marthas Wqe
ail
JJS"=_e S4p
QStatesAle let uxe Pooh
hre@ Tram &
r
�i
r CIO
r scar��R Rd
Slatesville Park and
NCDENR Application No.:
WQ0035749
Location Map for DES
Calculated By:
Date:
Drawn By:
LANE
NCD�7ContractNo.: C204163
Management System
Date:
001,
-Not .•
NCDDT TIP No.: 1-3819B, U-6039
Checked By:
NCDOT Resident Engineer
Submitted To:
Date:
Statesville, fredell County, NC
Revision No.:
124 Prison Gam P Rd, Statesville, NC 28625

►1111 r r►►►
r1 C ►l R
A r;
0 0 •
1 go
►►r111111
NCDENR Application No.:
W00035749
Proposed Layout of DGS
Calculated By:
Date:
❑rawn By:
}
LANE
NCDCT Contract No.: C204163
Management System
Date:
�NothingCompirct
NCDCT T1 P No.: 1-3819B, U-6039
Checked By:
Submitted To: NCDOT Resident Engineer
Date:
Statesville, Iredell County, NC
Revision No.:
124 Prison Camp Rd, Statesville, NC 28fi25

MAIN CONTAINMENT BASIN:
TOP: 230' LONG X 85WIDE
9' TO 1 V DEPTH WITH 2:1 SIDE SLOPES
J
TWIN EVAPORATION BASINS:
TOP: 50' LONG X 25' WIDE
4' DEPTH WITH 2:1 SIDE SLOPES
1 863.00
A Pb
0
'0-
MAIN CONTAINMENT BASIN
-—nn-ccv
;A
8
U
Ground Concrete Settling Zone - 4 fl
Spillway from Evap Basin #f to Evap Basin #2
Water Management Zone - 3 ft
Main Containment Basin
Evaporation Basin #t
863-00 Freeboard 2 lit
Width Varies +1- 5'
3.00Z4.005'Work Bench
667ti Z11 ' 863.00 854.00 852.00 863�
855-00
50.00 04 y ......
Y t '' • l
'�oxi l 11111///
C A I? •ifs
IF
_ EA
5
,re+E
f•I11j11 11P
11411�4��ti
230.00
Section A -A
NCDENR Application No.:
WQ0035749
Cross Sectional View of DIGS
Calculated By:
Date:
Drawn By:
LANE
NCDOT Contract No.: C204163
Management System
Date.
e0ol,
—Nothing Compares • .
NCDCT TIP No.: 1-381913, U-6039
Checked By:
NCDOT Resident Engineer
Submitted To:
Date:
Statesville, Iredell County, NC
Revision No.:
124 prison Cam P Rd, Statesville, NC 28625

Y / /
MAIN CONTAINMENT BASIN:
TOP: 230' LONG X 85' WIDE
Y TO 1 V DEPTH WITH 2:1 SIDE SLOPES
i
TWIN EVAPORATION BASINS:
TOP: 50' LONG X 25' WIDE
4' DEPTH WITH 2:1 SIDE SLOPES
CA
0
Evaporation Basin #2
863.00 866
Bi
to
Width Varies +1- 5'
866.00 � n ,-_ 863.00
tp
s
°o
Main Containment Basin
854.00
MAIN CONTAINMENT BASIN
JU V�1� y° °•ao
*TIKIP
Section B-B
==EB
Freeboard 4 ft
Water Management Zone - 3 ft
Ground Concrete Settling Zane - 4 ft
852.00
5' Work Bench 1
863 f 855.00
ESSIp�y7.7
r AL r
P.
NCDENR Application No.:
W00035749
Cress Sectional View of DGS
Calculated By;
Date:
Drawn By:
LANE
NCDOTContractNo.: C2041fi3
Management System
Date:
eo
--Not It ingcompares~
NCDOT TIP No.: 1-3819B, U-6039
Checked By:
Submitted To: NCDOT Resident Engineer
Date:
Statesville, Iredell County, NO
Revision No.:
124 Prison Camp Rd, Statesville, NC 28625

—MATCHLINE— STq
SEE SHEET Np +06 _y RT—
n vy�4v - P
Ake �� •d'
111►IR0.`f'
: 5E
L r ;
35
9
_
'►►rlit�ti►►►►'
—MATCHLINE-- SEE SHEET NO.11
NCDENR Application No.:
WQ0035749
Plan View Location Map with
Calculated By:
Date:
peoo
NCDClT Contract Na.: C2041 fi3
Setbacks for DIGS
Drawn By.
Date:
LANE
"'i�crthEng Cnmpares
NCDCTTIP No.: 1-381913, U-5039
Management System
Checked By:
Date:
NCDQT Resident Engineer
Submitted To:
Statesville, [redell County, NC
Revision No.:
124 Prison Cam Rd, Statesville, NC 28625
P

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 3
Liner Information and Specifications
DGS Management Plan
Land Application
Each basin in this DGS Management system will have a liner installed. These liners will be provided by
Western Environmental Liner Inc.
Each liner will be custom ordered and manufactured. They will be delivered to the project as single
pieces so that field welding will not be required.
Quality Control documentation from the manufacturing process is available upon request.

Western
Emwoliment.11 I'mer
A Dnision of M.estcm Ag Enterprises, Inc
To whom it may concern,
Aqua 40 Coext is a 40 mil (1.0 mm) thick, polyethylene
Reinforced Composite Geomembrane (RCG), specifically
designed for use in water retention and containment
applications
For applications where retention and containment are critical,
the durable, stress crack resistant, lightweight construction
of Aqua 40 Coext provides maximum performance in many
different climates and environmental conditions.
Attached is a spec sheet showing Aqua 40 coext superior
puncture and tear resistance.
Applications
Containment
• Golf Course Ponds
• Stormwater Management
• Irrigation Storage
• Canal Liners
• Potable Water Reservoirs

Ah
+qgpqmpqww
WESTERN
ENVIRONMENTAL LINER
Aqua 40 Coextruded
40mil Reinforced Polyethylene
DATA SHEET
Heavyweight fabric incorporating a special weave pattern to enhance thickness, flatness, and tear
properties. This product is a combination of polyethylene reinforcement and co -extrusion which
enhances UV Resistance and improves physical properties. For use in geomembrane applications
such as soil remediation, pond lining, canal lining, landfill covers, tank lining, etc.
FABRIC SPECIFICATIONS
WEAVE Woven black HDPE scrim
COATING Top side — 17.5 mil LLDPE/LDPE w/ special blend
Bottom side - 5 mil LDPE
COLOR Black/Black
WEIGHT 20.8 oz/yd2 (705 g/m2) +/- 5%
THICKNESS Nominal 40 mil (1.0 mm) +/- 10% ASTM D1777
Warp 4181b
Weft 385 lb
GRAB TENSILE
ASTM D7-7004
1859 N
1712 N
TOUNGE TEAR
Warp 55 lb 244 N
Weft 55 lb 244 N
ASTM D5884-01
TRAPEZOIDAL TEAR
Warp 80 lb 355 N
Weft 66 Ib 293 N
ASTM D4533-04
MULLEN BURST
800 psi 5517 kPa
ASTM D751
HYDROSTATIC
769 psi 5302 kPa
ASTM D751-00
RESISTANCE
PERMEABILITY
2.06 x 10-12 cm/sec
ASTM D4491-99a
PUNCTURE
243 lb 1076 N
ASTM D4833-02
RESISTANCE INDEX
These values are typical data and are not intended as limiting specifications.
www.westernliner.com 18121 W Harrison St Tolleson, AZ 85353 11800 347-8274 1 [e-mail]

7/27/2019
Aqua 40 Coextruded Polyethylene Liner
844.202.4241 11.844.282.2432
4ft WESTERN
EWRONMENTAL LINER LINER APPLICATIONS LINER MATERIALS SPEC SHEETS & SIZING ABOUT US BLOG CONTACT US
Ow--* A Division of Westem Ag Enterprises, Inc.
r
Over 30 years of quality ,3ET A FREE LINER QUOTE
containment liner manufacturina )])
Home » Liner Materials » Aqua 40 Coex Polyethylene
Aqua 40 Coextruded Polyethylene Liner (Aqua 40 Coex)
Aqua 40 Coex has many of the qualities of our Reinforced Polypropylene (RPP) line of
geomembrane liners at a reduced price.
Aqua 40 Coex is a heavyweight fabric that is a combination of polyethylene reinforcement L
and co -extrusion that enhances UV Resistance and improves physical properties. This
gives the material the high tear strength and puncture resistance of our Aqua reinforced_ y`
polyethylene (RPE) series, as well as an extra coextruded layer of coating. The coating r _.. r =
gives the liner additional protection against leaks, and also enhances U.V. and weathering L
resistance. �
This liner material is ideal for use in geomembrane applications such as soil remediation,SC
pond lining, canal lining and landfill covers. It can also be used in critical applications
where the liner material is under a lot of pressure.
Aqua 40 Coex liner comes with a 20 year U.V & Weathering warranty.
Please contact Western Environmental Liner today to learn more about the Aqua 40 Coex
Liner.
Click here to Download Aqua 40 Coex Liner Spec -Sheet PDF
Get a Free Liner Quote
100% Custom Fabrication
One -Piece Liners Up To 150,000 Square Feet
Up To 20 Years Warranty
On -site Installation Available
Over 30 Years Experience
Click Here To Begin >>
CONTACT US COMPANY APPLICATIONS
Western Environmental Liner
8120 W. Harrison St. Tolleson, Arizona Liner Materials Ponds
85353 Spec Sheets & Sizing Canals
Phone: [phone]
Business Hours: About Us Containment Liners
Mon - Fri 5AM - 5PM PST Blog Geotextile Underlayment
Contact Us Hydraulic Fracturing
https://www.westernliner.com/aqua-40-coex-polyethylene.htmi 1/2

4ft Western
W q Vr,l W Eri«rorirnenW Liner
RVrW-w- Inc
.Womw
POND LINER INSTALLATION TIPS
Liner Delivery
• Your liner material will be delivered to the project location either in a roll or pallet. If
the liner is pre -fabricated and made in multiple panels, each panel will normally be
in one pallet. The liner material is wrapped in geotextile fabric to protect it during
transport. Inspect the material as much as possible and do not accept if major
damage is evident.
• Handle the material with care during deployment and avoid actions that can
potentially damage it.
• We recommend the use of a skid steer that is capable of handling the material
weight and can help in unloading and moving the liner to avoid damage. This can
also aide in unrolling the liner panel.
• Store the liner in a dry area. The liner should be stored and covered at all times if
possible.
DO NOT ATTEMPT LINER INSTALLATION DURING WINDY OR RAINY DAYS!!!
Liner Installation
• During installation, inspect the liner and immediately report any damage. If the
material has been damaged during transit or in the manufacturing, it will be
replaced or repaired as soon as possible at the suppliers expense
• Before unrolling the liner, the pond shall be ready, dry and free of rocks or any
sharp objects that can potentially puncture the liner. The pond perimeter is trenched
about 2 feet deep and 1 foot wide.
• Each liner panel is accordion folded. Place the liner at the edge of the pond, unfold
sideways then unfold towards the pond. You may secure the edge with sandbags.
Leave the liner loose fitting and do not pull tight. Once unrolled, secure the edges
by backfilling the trench.
• When filling the pond, periodically monitor and ensure all areas are secure and the
water is not pulling the trench. Do no fill the lined pond without periodic monitoring.
Western Environmental Liner 18121 W Harrison St Tolleson, AZ 85353 11800 347-8274 1 [e-mail]

AhWestern
EnmonmentO Liner
qw w-4v A Division of % extern Ag Enterprises, Inc
+emmo►
INSTALLING A 1-PIECE LINER
• Have a skid steer that is capable of lifting the weight of the liner available.
• Place the liner at the edge of the pond, in the middle section of the first dimension labeled in
the liner. Example, if the pond liner is labeled 100 x 180, place the liner in the middle of the
100 dimension. If the pond is a square, then either side of the pond will do.
• Unroll the liner sideways.
0
100,
4
0
180'
• Unroll the liner across up to the other end of the pond.
180'
• Secure the liner by burying the edges and backfilling the trench.
Western Environmental Liner 18121 W Harrison St Tolleson, AZ 85353 11800 347-8274 1 [e-mail]

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 4
pH Meter Information & Specifications
The following is required for the pH Sampling & Management:
1. Name of individual supervising the pH testing: Ross Newsome
2. Equipment list and Specifications: Attached.
DGS Management Plan
Land Application

EXTECH
INSTRUMENTS
USER GUIDE
ExStikT"" Waterproof pH Meters
Models PH100 and PH110
Patent Pending
EXTECH
INSTRUIUENTS
ppmppm pH mVmV;
8.HER8
®OO IO° BAT HOLD
RENEW � r=C
LAC �. ❑ "F
pHMeter
MODE
HOLD
CAL
RECALL
ON
OFF
PH100
I ExStik I
CE

Introduction
Thank you for selecting the Extech Model PH100 and/or the model PH110 (refillable) meter. This
instrument is designed for high accuracy pH testing. This device is shipped fully tested and calibrated
and, with proper use, will provide years of reliable service. Please visit our website (www.extech.com)
to check for the latest version of this User Guide, Product Updates, Product Registration, and
Customer Support.
2 PHI 00/PH110-en-GB_v3.1 3/15

ExStikTm Description
Front Panel Controls
1. Battery compartment cap
2. LCD Display
3. MODE / HOLD button
4. CAL / RECALL button
5. ON/OFF button
6. Electrode collar
7. Electrode (refillable)
(Electrode cap is not shown)
Display
1.
Bargraph reading
2.
Measurement reading
3.
BAT (low battery) and
HOLD (data hold) indicators
4.
Temperature display
5.
Bargraph scale designations
6.
Units of measure
7.
Calibration indicators
8.
RENEW and CAL indicators
CAUTIONS
", tAA111�IIII1 7.
5 2.0 pH 12
if In I I I A
7 I UOU
0 0 io BAT HOLD
8 RENEW'' I�
—TCA7 0. 0. I °F
1
K
3
4
5
0
7
1
K
3
4
• This device is not a toy and must not reach children's hands. It contains hazardous objects as
well as small parts that the children could swallow. In case a child swallows any of them,
please contact a physician immediately
• Do not leave batteries and packing material lying around unattended; they can be dangerous
for children if they use them as toys
• In case the device is going to be unused for an extended period of time, remove the batteries
to prevent them from draining
• Expired or damaged batteries can cause cauterization on contact with the skin. Always, use
suitable hand gloves in such cases
• See that the batteries are not short-circuited. Do not throw batteries into the fire.
3 PH100/PH110-en-GB_v3.1 3/15

Overview
pH Overview
pH is a unit of measure (ranging from 0 to 14pH) indicating the degree of acidity or alkalinity of a
solution. pH tests are the most commonly performed measurements in water analysis and reports
the negative log of the hydrogen ion activity of a solution which is an indicator of acidity or alkalinity.
Solutions with a pH less than 7 are considered acidic, solutions with a pH higher than 7 are known
as bases, and solutions with a pH of exactly 7 are neutral.
The pH scale is logarithmic so, for example, if sample A is 1 pH less than Sample B, this means that
Sample A is 10 times more acidic then Sample B. A difference of 1 pH represents a ten -fold
difference in acidity.
Getting Started
• For new meters, remove the battery cap and then remove the battery insulating strip.
• Remove the cap from the bottom of the ExStikTM to expose the electrode glass surface and
reference junction
• Before first use or after extended storage, soak the electrode (with its cap removed) in a pH 4
solution for about 10 minutes
• White KCL crystals may be present in the cap. These crystals will dissolve in the soak or they can
be simply rinsed with tap water
• Always calibrate close to the expected measurement value
• A sponge is located in the electrode protective cap. Keep this sponge soaked with a pH 4 solution
to preserve Electrode life during storage
Replacing Electrodes
The ExStikTM is shipped with an electrode attached. Electrode life is limited and is dependent on
(among other factors) frequency of use and care. If the electrode needs to be replaced, follow these
steps for removing and connecting electrodes. Note that the PH110 has a refillable electrode.
1. To remove an electrode, unscrew and completely remove the electrode retaining collar.
2. Gently rock the electrode from side to side, pulling it away from the meter, until it disconnects.
3. To attach an electrode, carefully plug the electrode into the meter socket (note that the
electrode connector is keyed, ensuring proper connection).
4. Secure the electrode in place by tightly turning the collar in place. (a rubber gasket seals the
electrode with the meter).
Automatic Electrode Recognition
When the ExStikTM is turned on, it recognizes the type of electrode that is connected and displays
the appropriate unit of measure. Attach electrode before turning the ExStikTM on.
Powering the ExStikTI
If the batteries are weak, the `BAT' indicator appears on the LCD. Press the ON/OFF key to turn the
ExStikTM on or off. The auto power off feature shuts the ExStikTM off automatically after 10 minutes
of inactivity to preserve battery life.
4 PH100/PH110-en-GB_v3.1 3/15

Operation
Overview
When the electrode is placed in a solution, the main display and bargraph indicate the pH reading
while the lower display reads temperature (readings flash until they have stabilized). The bargraph
is `center zero', i.e. at pH 7 there is no display. As the pH rises, the bar moves from the center to the
right. If the pH drops, the bar moves from the center to the left.
pH Calibration (1, 2, or 3 points)
A two point calibration with a buffer of 7 plus 4 or 10 (whichever is nearest to the expected sample
value) is always recommended. A one point calibration (choose the value closest to the expected
sample value) is also valid. For best accuracy, always calibrate at the sample temperature.
1. Place the electrode into a buffer solution (4, 7, or 10) and momentarily press the CAL key. pH
7 should be calibrated first, then 4 and/or 10 pH.
2. The ExStikTm automatically recognizes the solution and calibrates itself to that value. Note: If
the solution is more than 1 pH off from the 4, 7, or 10pH standard, the ExStikTM will assume an
error and abort the calibration. CAL and END will be displayed.
3. During calibration, the pH reading flashes on the main display.
4. When calibration is complete, the ExStikTm automatically displays `END' and returns to normal
operation mode.
5. The appropriate circled indicator (4) T , or V will appear on the LCD when a calibration has
been completed. The calibration data is stored until a new calibration is performed.
6. For a two or three point calibration, repeat steps 1-4.
Note: Always turn the meter off and then on before calibrating to allow sufficient time to complete
the calibrations during one power cycle. If the meter auto powers off during calibration the
calibrations remain valid, but new calibrations will turn the circled indicators off.
Note: The Automatic Temperature Compensation (ATC) circuit is not active during calibration. To
ensure a more accurate calibration, make sure that the calibration buffers are at 250C (770F).
RESET
If the meter will not calibrate or displays a -1, reset the meter and attempt to re -calibrate.
Turn off the meter.
2. Remove the battery cartridge from the top of the meter.
3. Press the On/Off button for 10 seconds to bleed off all charges within the meter.
4. Re-insert the batteries and power on the meter.
5. Attempt to re -calibrate the meter.
Changing the Displayed Temperature Units
Press and hold the CAL button for approx. 3 seconds. The °C or OF icon will change first and the
numerical temperature value will change after the button is released. If the Calibration mode is
accidentally accessed `CAL' appears on the LCD. Simply turn the ExStikTM off and start again.
Data Hold
Momentarily press the MODE button to freeze the current reading. The HOLD display icon will
appear along with the held reading. The held reading will also be stored in memory. Momentarily
press the MODE key to return to normal operation.
PH100/PH110-en-GB v3.1 3/15

15-Storing Readings into Memory
1. Momentarily press the MODE button to store a reading.
The LCD will briefly display the memory location
number and then the value stored (Data Hold will z" P" "
activate). 4-0, 10.04
2. Momentarily press MODE again to return to normal 000 r+oLD
operation. 18.87
3. Repeat step 1 to store the next reading and so on.
4. After 15 readings are stored the ExStikTM will return to memory location 1 and start overwriting
existing data with newly stored data.
Recalling Stored Readings
Note: Check that the HOLD symbol is not displayed. If it is, exit the HOLD function by momentarily
pressing the MODE button.
1. Momentarily press the CAL button and then press the MODE button immediately after CAL is
displayed; the storage location number (1 through 15) will flash. If the CAL mode is
accidentally accessed (display flashing), press the CAL button again to exit.
2. The last reading stored will be displayed first. To advance through the stored readings,
momentarily press the MODE button. The location number is displayed first, followed by the
reading stored in that location.
3. To exit the recall mode, momentarily press the CAL button and the ExStikTM will return to
normal operation.
CAL Reminder Display
When the ExStikTM is turned on in the pH mode for the 15th time without recalibration, the `CAL' icon
appears on the LCD indicating that the ExStikTM may require calibration. Some applications may
require recalibration of the electrode more frequently than others. The CAL display is simply a
reminder and will turn off when the pH electrode is recalibrated.
RENEW Display
A flashing `RENEW' warning indicates that the probe may be nearing the end of its useful life. If
cleaning or recalibration does not cause the RENEW icon to disappear, replace the electrode. The
RENEW display appears when the output of the pH electrode fails a diagnostic test.
Considerations
If the unit appears to be locked (display frozen) it is possible that the Data Hold mode has been
inadvertently accessed by pressing the MODE button. Simply press the MODE button again or
turn the meter off and restart if the display appears frozen.
If the meter does latch up and no button presses revive it, remove the batteries, push the ON
button for 10 seconds and then reinsert the batteries.
Note that if the batteries are removed, any stored readings will be discarded. Also, the user
calibration data for pH will be cleared. New user pH calibration data is required. Factory
calibration data for all models will be retained, however.
PI100/PH110-en-GB 0.1 3/15

Battery Realacement
1. Twist off the battery compartment cap +III—IIII+
2. Replace the four (4) 2032 batteries observing polarity.
3. Replace the battery compartment cap
a�=
Never dispose of used batteries or rechargeable batteries in household waste.
As consumers, users are legally required to take used batteries to appropriate
collection sites, the retail store where the batteries were purchased, or wherever
batteries are sold.
Disposal: Do not dispose of this instrument in household waste. The user is obligated to take end -of -
life devices to a designated collection point for the disposal of electrical and electronic equipment.
Other Battery Safety Reminders
o Never dispose of batteries in a fire. Batteries may explode or leak.
o Never mix battery types. Always install new batteries of the same type.
pH Electrode Refilling (pH11O/115 refillable electrode only)
The refillable electrode does not need to be detached from the body of the
ExStikTM in order to perform the refilling procedure. Refillable electrodes
(PH115) have a removable reference junction (slotted) and the word
REFILLABLE on the side of the electrode housing.
Removing the Reference Junction
The removal tool supplied with the PH113
Refill Kit is used to remove the reference
junction from the sensing surface of the
electrode. If the reference junction does not
have slots for the `teeth' of the removal tool to
lock onto, the electrode is NOT refillable.
Holding the electrode upside down, unscrew
and remove the reference junction using the
removal tool.
Filling the Electrode
Junction removal tool
Refiiiabie
pH Module
Refe ence junction
1. Once the reference junction EEI� is removed, fill the cavity with the refill solution supplied in
the Refill Kit.
2. Replace the reference junction using the removal/installation tool. (Spare junctions are
provided if needed).
Filling Solution
The supplied container includes 15ml of filling solution. There is enough solution for 4 to 5 refills.
Use only the supplied solution for refilling the electrode.
PH100/PH110-en-GB 0.1 3/15

Specifications
Display
Multifunction LCD with Bargraph
Operating conditions
32 to 122°F (0 to 50°C) / < 80% RH
Range and Accuracy
0.00 to 14.00 / t 0.01 pH typical
Temp. Compensation
Automatic from 32 to 1940F (0 to 90°C)
Temperature Range 23 to 1940F (-5 to 90°C)
Temperature Resolution 0.10 up to 99.9 then 10 thereafter
Temperature Accuracy t 1°C/1.80F [from -5 to 500C (23 to 1220F)]
t 30C/5.40F [from 50 to 900C (122 to 1940F)]
Measurement storage 15 tagged (numbered) readings
Power Four (4) CR2032 button batteries
Low battery indication `BAT' appears on the LCD
Auto power off After 10 minutes of inactivity
Dimensions 1.4x6.8x1.6"(35.6x172.7x40.6mm); 3.85oz (110g)
Optional Accessories
• Tripak buffers with 4, 7 & 10 pH capsules (6 each) plus two rinsing solutions (Part Number:
PH103)
• pH 4.01 buffer, pint, (Part Number PH4-P)
• pH 7.00 buffer, pint, (Part Number PH7-P)
• pH 10.00 buffer, pint, (Part Number PH10-P)
• Spare pH Electrode — non -refillable (Part Number: PH105)
• Spare pH Electrode - refillable (Part number PH115)
• Electrode Refill solution (Part number PH113)
• Spare ORP electrode (Part Number: RE305)
• Spare Chlorine electrode (Part Number: CL205)
• Weighted base with 5 solution cups (Part Number: EX006)
Note: If the unit is to be converted for ORP or Chlorine use by attaching the proper electrode,
please visit www.extech.com to download the proper User Guide
Copyright © 2014-2015 FLIR Systems, Inc.
All rights reserved including the right of reproduction in whole or in part in any form
ISO-9001 Certified
www.extech.com
8 PHI 00/PH110-en-GB_0.1 3/15

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 5
Forms and Reporting Documents
The following are required:
A6-1. pH Monitoring Log - Daily per Truck Load
DGS Management Plan
Land Application
A6-2. DGS System Monitoring Log (Inspection for all Components of System/Process)
Inspected Daily when operational
Inspected Weekly when not operational
pH will be tested in Evaporation Basin daily when water transportation is occurring.
A6-3. Land Application Log
To be filled out for all Method 1 and Method 2 applications
A6-4. NCDEQ Project Completion Report

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS):
Project Location:
Project Description:
Land Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
P:\Transportation\Projects\Road\NC-DOT\2016\6480166142-Statewide Land Application Perm it\Deliverable\Guidel ines\NCDOT comments 4819\combine docs\Attachment C - forms\pH LOG - March
2019.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
INSPECTION LOG
Project Name
(Source of HOS/DGS):
Project Location:
Project Description:
Land Application
Operator in Responsible Charge:
*** Inspections should be made of storage, transport and application equipment to prevent malfunctions, deterioration and operator errors resulting in
discharges, which may cause the release of HOS or DGS to the environment, a threat to human health or a public nuisance ***
Date of Inspection
Time of Inspection
Observations Made
Maintenance, Repairs or
Corrective Actions Taken
P:\Transportation\Projects\Road\NC-DOT\2016\6480166142-Statewide Land Application Perm it\Delive rable\Guidelines\NCDOT comments 4819\combine docs\Attachment C - forms\INSPECTION LOG
- March 2019.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS):
Project Location:
Project Description:
Land Application
Operator in Responsible Charge:
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
P:\Transportation\Projects\Road\NC-DOT\2016\6480166142-Statewide Land Application Perm it\Delive rable\Guidelines\NCDOT comments 4819\combine docs\Attachment C - forms\LAND
APPLICATION LOG - March 2019.doc

NCDEQ Project Completion Report
Description of Work:
Per Contract Special Provisions, the Contractor is responsible for compiling information and
preparing an report to be submitted to the North Carolina Department of Environmental Quality
(NCDEQ). The Contractor shall provide documentation for reporting in the template provided
within this attachment within 30 calendar days of the completion of the work or by the end of the
calendar year whichever comes first. If the work is not completed within one year, more than
one report will be required. The Contractor shall submit all completed records to the Engineer
prior to final payment.
Reporting is required as part of this contract and failure to prepare and submit this report can
result in a violation of the NCDOT Permit #WQ0035749.
Complete the Project Completion Report and forward the original copy to:
NCDEQ-DWR
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Information Processing Unit
Also provide copies of the report to:
1. The Resident Engineer or other designated person
2. Roadside Environmental Unit
State Roadside Environmental Engineer
1557 Mail Service Center
Raleigh, NC 27601
Use the following template for completing the Project Completion Report:

Page I
Prepare a Project Completion Report cover sheet with the following information:
<Insert Year WorkAccomplished> Project Completion Report
<Insert Date of Report>
Land Application Program
NC Department of Transportation
Permit #WQ0035749
Prepared For:
NC Department of Transportation
1536 Mail Service Center
Raleigh, North Carolina 27601-1536
<Insert Name of Firm>
<Insert Address>
Compiled By:
<Insert Name>
Project No. <Insert Project #>
<Insert Project Description>

Page 2
Prepare a cover letter with the following information using your Company letterhead:
<Insert Date>
NCDEQ-DWR
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Information Processing Unit
Reference Land Application Project Completion Report for Project <insert project #>
NC Department of Transportation
Permit No. WQ0035749
Non -Discharge Compliance Unit:
<Insert Name of Firm> is submitting the monitoring and reporting data for the Subject Project
for <insert year for which the DGS/HOS was land applied>. Per the North Carolina Department
of Transportation (NCDOT) Permit No. WQ0035749, this report is to be submitted at project
completion for work accomplished by our firm on this project report using data gathered by our
staff and/or contractors during the compliance year for <insert Diamond Grinding Slurry or
Hydrodemolition Operation Slurry>.
If additional information is required or if there are questions concerning this project completion
report, please contact my office for assistance at: <provide phone and email contact
information>.
Sincerely,
<Insert Signature>
<Insert Name Typed>
<insert Title>
Enclosures

Page 3 —
Complete the information for the table below:
NC DEPARTMENT OF TRANSPORTATION
LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION
OPERATION SLURRY
PERMIT NO. WQ0035749
<insert year of Land Application> LAND APPLICATION SUMMARY
CONTRACTOR DOT PROJECT PROJECT LOCATION TYPE (DGS YEAR
NO. OR HOS) APPLIED
<INSERT DGS
OR HOS>

Page 4
Use the table of contents shown below:
TABLE OF CONTENTS
SECTION NO. TITLE
I. Diamond Grinding Slurry (DGS)
Hydrodemolition Slurry (HOS)
Analyses
IL Diamond Grinding Slurry (DGS)
Hydrodemolition Operation Slurry (HOS)
pH and Land Application Logs

Page 5 —
NC Soil Scientist -Complete the information for the table below:
SECTION I
DIAMOND GRINDING SLURRY (DGS)
HYDRODEMOLITON SLURRY (HOS)
ANALYSIS
NC DEPARTMENT OF TRANSPORTATION
<insert DGS or HOS> ANALYSIS
Permit No. WQ0035749
<insert contractor name and Project description>
Date Sampled: <insert date>
<insert % Solids from samplin /tg ests> Solids:
<insert pH of sample> pH:
Parameter
%
Mg/Kg Dry Weight
(% x 10,000)
Pounds/Dry Ton
(mg/Kg x 0.002)
Calcium Carbonate Eq.

Page 6
Insert page for Section II
SECTION II
DIAMOND GRINDING SLURRY (DGS)
HYDRODEMOLITION OPERATION SLURRY (HOS)
pH AND LAND APPLICATION LOGS
Page 9 thru end of report
Insert page(S) for Section H
1. Attach completed "Hydrodemolition Operation Slurry / Diamond Grinding Slurry Land
Application Logs"
2. Attach completed "Hydrodemolition Operation Slurry / Diamond Grinding Slurry pH Logs"

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 6
Delegation of Signature Authority
DGS Management Plan
Land Application
Under this cover is NCDOT's Letter Dated July 24th, 2019 regarding signature authority for Permit No.
WQ0035749 (NCDOT DGS and HOS DCAR Permit).

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
July 24, 2019
S. Daniel Smith, Director
Division of Energy, Minerals, and Land Resources
1612 Mail Service Center
Raleigh, N.C. 27699-1612
Subject: Delegation of Signature Authority for:
Permit No. WQ0035749 (NCDOT DGS and HOS DCAR Permit)
Dear Director:
In accordance with North Carolina Department of Environmental Quality (NCDEQ)
permit requirements, this is to notify you that the following positions have signature
authority for permit modification applications, reports, plans, and information requested
by NCDEQ related to the facilities and operations performed within their respective
jurisdiction. This written delegation of signature authority is for our Statewide diamond
grinding slurry/ hydrodemolition operation slurry (DGS/HOS) distribution of Class A
residuals (DCAR) permit.
North Carolina General Statute 136-18.05(la) requires the North Carolina Department of
Transportation (NCDOT) to adopt "...procedures in all stages of the construction process
to streamline project delivery..." It is normal practice within NCDOT for the Division
Engineer to sign all permits and associated documents for any event that occurs within
their Division. Statewide permits applicable to the Division of Highways are signed by
the Chief Engineer, and Department -wide permits applicable to all of the Department of
Transportation are signed by the Secretary of Transportation. The Division Engineers are
the responsible parties for the specific DGS/HOS projects performed within their
respective Division.
Therefore, I hereby delegate signature authority for associated permit modification
applications, reports, plans, and information requests to individuals who hold the
following position at the time of their signing said documents: Division Engineer or
Acting Division Engineer.
This authorization is applicable until further notice or changes are made in writing
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] TRANSPORTATION BUILDING
ROADSIDE ENVIRONMENTAL UNIT Customer Service: 1-877-368-4968 1 SOUTH WILMINGTON STREET
1557 MAIL SERVICE CENTER RALEIGH, NC 27601
RALEIGH, NC 27699-1557
Website: www.ncdot.gov

If you need additional information concerning this letter, please contact me at
[e-mail].
Sincerely,
Tim Little
Chief Engineer
cc: Electronic copies:
Nathaniel Thornburg, Branch Chief, No Discharge Permits, DWR
Jerry Jennings, Division Engineer, Division 1
Preston Hunter, Division Engineer, Division 2
Karen Collette, Division Engineer, Division 3
Ronnie Keeter, Division Engineer, Division 4
Joey Hopkins, Division Engineer, Division 5
Greg Burns, Division Engineer, Division 6
Mike Mills, Division Engineer, Division 7
Brandon Jones, Division Engineer, Division 8
Pat Ivey, Division Engineer, Division 9
Scott Cole, Division Engineer, Division 10
Michael Pettyjohn, Division Engineer, Division 11
Mark Stafford, Division Engineer, Division 12
Mark Gibbs, Division Engineer, Division 13
Brian Burch, Division Engineer, Division 14
Ron Hancock, Deputy Chief Engineer
John Rouse, Eastern Deputy Chief Engineer
Louis Mitchel, Western Deputy Chief Engineer
Patrick Norman, Director of Highway Operations
Chris Peoples, Director of Field Support
Lamar Sylvester, State Construction Engineer
David Harris, State Roadside Environmental Engineer
File

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 7
Property Ownership Documentation
DGS Management Plan
Land Application
Under this cover sheet is documentation showing the NCDOT right of way which will act as the limits of
where DGS may be land applied. All diamond grinding slurry water that is direct applied or land applied
will be done so within NCDOT right of way and under the observation of NCDOT personnel.

l!8! ,Nv=,A-d SQ.." A=-, Jib S� +�gi i S i. 6,v. CA-1.... , NC 2920) 1-387 V+
RC LIC No, P-6jos
NCDCT RIGHT OF WAY '°^�'••°�
}� r
aee 4
• ` `•� SEE SHFET d6. 1x FOR 1C�EA• PROR4E Q�i ���� '!`w�l
SEE SFIEET A6 FOR-YRRCIr Pm]FRE R.j
r �•� � 5EE SHEE+ ab FpR -PaMtti PAOFIEE � i �• 1
�nno-�_.� 'roino� u vnas
LU-
� rre wq-RMr Rc nev
�� . r � ar. 6�0� ''� ooculsNr rwr CONRIEKMORMM
r J',� '$•� °�-rig �' � ''f'`�r � 4NI.Ei�YL G9NRTYRIA OIL
ce,r- � r �__= moo' sN•
qo
is
1lk
cYa iuE:, F "1'� F•'
ru
iili% f 4 --- ______-___. RRNN _--__-�Fw _` wry-_.-E -. __ ____ef[ -��_-L4____ __•- Vi
LU
W ------------_ LU
_. MtHM
6o� c_, p u N
�5 -- -!.COIFS-
w--
W-
V] 1 � -ram" �S-�T��._.-_ __ �_ _ .. �lie+w.w..-- _�_... _ '- -- �yFS _ _---�-urw _ -"-'-_ _ - . r_ _ . - $ w, w.� .. a• 1
II=
.100+..
-� �•1 1y{ �� ���. rPR _ - � '. W51 ro nwii--. .__ _-- 1� ,� [O m '�-- - �_-_ S _ -}
10
lu
ST
r cou.=m76P - �f
m+es
q J S �'•c_ =lv nd-a = -ram - - _ k Y��1 ! tNM !Y@7L0• .. ,.. - .. ...... -..... ~. IL
c� � >- -. �� r�L1:T - •`.__l 'y I; ram., - I-Y,'YFQ-R/1kIJ� lT �71�- l
13*344 - DEB_ por S$ 9.$ fPC flfl f3
L bpi nrkLj Lw { a szzs.rr ri ❑ srov�
- �� �1 `�oe°i.ei f. s. ue ❑ 7 + 334.45'
$E + ix 1 VOPf ��•Np.NA �EpRp1YEM
.�Eh�•r �, LG 50 AIPN cFn FaFxnaol,

- NCDOT RIGHT OF WAY
-MATEHOMF SSE SHEEP MM 23

W
W_.-
LU
14 — —�
+ 5•:u 6Io, CAe,lerre, NC 182v3
NC L1C NO. 11-911$5
l-38f38 .Y
= NCDOT RIGHT OF WAY
mxar
j �
r
� ftlPSIAi!kF 9 Vdlrc fwr+-' � 4s
■
• Ir[ RD J !I � 0E y VI ne.r. F>z , ur
7,er � 1".
•sx rncr
m ecn •
.....
.. ✓"..Fi..-ti __ _ __ - _ ..� i�� Y .. -' i^,-rhfY.+tif•vt+^..��.rAf•�-'.�.�-_ v .. - _ __ ... �`
UJI
W
Pa g
17Q•6o — - -- - f75.a
V ► RF cn+µ u licla Y 411Or
r _ ____ �111 rouO1 ys rnrl0 ram,
rl rya 6fff.69
P757a IZE4EJ.48
I'l slu IP6+EW2
❑ - 6'D5'S1.6" ffl
(a . _T05'CI�rem 6 - 3'f15'[Y i•IRTI
0 = V 57' Z35'
a • a Of, 3f!
0 = �•r 3'f
! = 6A.48
4 - 445,83'
L - 445BY
R 5250DO,
8 - 8e.07
P - 9.z&7v
E-OT
E =
E 8C
05 = 50 4WPH
m = 50 MPH
QS - 57 MPH
I
GPDb . c+� � 7 . � '• x a��� �� - FE�7i�t>�-tti= • _ _ _ _ ,�
M w - CDES- rat s.. �21
r ` rirk
f r
SEE 5lEE>< tl,q RJ1E � ❑- IRaq!! ' 1•
5E! 51�r •1, u ral a�i-l�OPoIE � 1
SFE REEi 62, -Y kc- ft PAOFiIE
59 REEF dY FOR-1'/3NC-MEkHE
SEE LffE RWt FCE DR.WUG!

I fl i+ 11 I s;i:rere: cie:ieI v ""'i.
xc cFc
7 u f +(3 b yf fl MO, r-OW
fl '°✓sue y r 6
or. AEA
-----••----- _� nwlvn :i o .q
94,
row
ST
sF[ o�N, �� .E rp ram. �.!'`+-"r�"�,"-,�• �""..,.,,.h� _ j�'.''�'� .. _ -
r,f'CV. irtC46.. •r' i oriw 3, - --�'-'L_i
ww m ww wr.ao+vs �. � �F .-r'.n. Yv- 3 '� r ___ _ rns��; '... .•cinna.
Q ;r# 4lSti4 F l Iq_ a0. y_
ll7 se`
W
�.ruj
SS44 uWA -- --r' ,dr�,rx dos rc�.i .er+cC -- - - -------_—_"- _ _ w
Ir.C..1 -L- x eaasrst Ll!
_ r I _ — — _ _ _ _ _ -�• _
in arcn ceru rw r. w any - - - - - - - - - - wu.' + S---'r -4--fi .: K!
E
�., V7 �r"`Sr .. rv..,.� .-•�"' _ mr we r.Ae �a m - i�r�' � 1�� � ����_ `�' N
i � Z � I Um+µ `L� ]1� m oi� •�9 � - -_� -- ���� � � rrr {
_-
-"
P
11�� /•Y ' `r •."P � �r y ....cc,�y - � �j �` � pow � f§`
-- ` ��� J t -' \ , � ,•J 1 A,-- iLrLN i� Ire
a rr sra 0' 39' S2 0
- a • 4sr 34S rcr) :­
NCDOT RIGHT OF WAY T �4
grf+f r Es°`i� n� •, '� y 5E +E�'X sa aN�r .x..s mx �.a11 nCral
U5 • EXJ57. f sre snEtr .x,.s rolr •c.w! AAone

...
a srh'6!rorc _ = NCDOT RIGHT OF WAY
�fE mQY7 SGA. 7GTrMUN,$00YRPCI,- }
_ $ SEE SNEET NO. 2A 1 -- —
wwM ^'A�_.. .-�.. -�—•ass-a��
I_� `� ! �y :� ii t - +' •cam �.., - r- .:�... —'+t- -
r d r
,�
.46
l-4ATCNLINE- SEE• S71EET NO. 11
&kA I IN sIA 247,00
SEF Si} NO. i

` + S.it. 6CAe.fe. .. 291E3 Vm I-33748
C
IL-1 .,o �' NL!C N0P-9165
-YRPCA- -YRPS- Erb
P!s S'C 74+9&43 Pl Sfa 75+4'.Q7 PIS 51u 77fa{ 63 P15 Sm !l+3336
9s r 3'47' "-V 4, - 554' SlP rpri 9s = S97 39S' es 3'22'!3P
Lr L 155B739� �-�°-W �_ - NC�GT RIGHT OF WAY
Is = l33..iG t - lT 4?1 Ls - 7333G 47 - !J336' — Juno`
S•f = 66$g' T = 78,D0' S7 = fi6,fi9' 5T 6GG'9' aaoP}
A - r,5laG7
E - LG �� GlticSiPP74ilt�lb T
AI�H .C GP10 1e� 6s•YS
Cr] cuno� Isn vac w_ ur • •• }
000wsur nor �a� rnEa
• wn.rn,ua nnw,TuKft 411111,01,0*u
o
J % r m iMM PCMAO
wLU
I jl
C!7 f 6 xf
LU
yWj
------------------------ ----- •-- - -- --- n
-- - . --c�RPBr ST SIOJliOWD -- :�.r:w " .. _ ": r•.- u..t , .ram - Hsu _ _-_ _. __.� __ _
Q-'Y-1� M/Y�iPg7T[ c c c _ _ c
`
..- ,s �—
s ....P.a.r�.J_ 1
14-
V7 Si� _ _ 165?L17•�-- f7�j+ii7 !» �� g �etmx a Ve• �n - -
it - - - -----•
k ui _ -•- _ - --- +rKsa.. +ram' _ - "°ar4 - - O
ut
z A -Lo
-
dvra. ea ra:
- - - - ?J�2p
_� � o4-e F � t3,9}G41�rtn1 1 it' PCH� r.
ke-YRPCA- CS SY . 77f.&44
�� C � �� nrphw .} rff sPeW�r•�V J "r�a��� � •A�:utP%H� �'y
_yAA
r T
Ln
_�.�+.-ter, �/ e • �}ora J
QLQ
r `l" _III �'°� NF.-1' •' *i..
✓�'� m�,
SEE SH"Mf 58 roe -r•l` PitpgVE
"$MEET," 10R-rR�%mfµe
SEE SMEEf ES 1FR -YEICM M PIE
SEE 551EET ia1 F9E PtAI/NGF EfNIi

= NCDGT RIGHT OF WAY
dwu 10--,s.ia�
`
4,
o EEF
�-
w
-
_
LU
LU
H
fill
-
C7
m
..____. _---
r
_� _
5" %� m5p MR - 1 IROAIE

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
January 23, 2023
J. ERIC BOYETTE
SECRETARY
Contract:
C204163
WBS No.:
34192.2.3
TIP No.:
1-3819B / U-6039
County:
Iredell
Description:
I-40/I-77 Interchange: I-40 from SR-2003 to SR-2158; 1-77 from SR-2171 to SR-
2321, & SR-2321 from Vine Street to SR-2422
Subject: Request for Modification of Statewide Permit No. WQ0035749
Mr. Nathaniel Thornburg,
512 N. Salisbury St.
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Mr. Thornburg,
The North Carolina Department of Transportation (NCDOT) requests modification to the Statewide
Permit No. WQ0035749 for operations along I-40 in Iredell County. This project is currently under
construction between mileposts 150 and 154 along I-40 and between mileposts 49 and 54 along 1-77,
with portland cement concrete pavement placed within the last 18 months. Due to the location of this
project along Fourth Creek and adjacent tributaries as well as wetlands, land application is not
achievable.
This modification requests to distribute Class A residuals generated from the diamond grinding
operation without discharge of wastes into surface waters. Slurry generated from the above referenced
operations would be placed in temporary earth storage basins for dewatering and future beneficial fill.
Please see the attached documentation along with the modification payment for your review. Thank you
for your assistance and please contact Ilse at 704-380-6050 should you have any further questions.
Sincerely,
Justin Johnson
Resident Engineer
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] PRISON CAMP ROAD
STATESVILLE CONSTRUCTION OFFICE Customer Service: 1-877-368-4968 STATESVILLE, NC 28625
124 PRISON CAMP ROAD
STATESVILLE, NC 28625 Website: www.ncdot.gov

Cc:
Mark Stafford, P.E. (Division Engineer — Division 12)
Larry Carpenter, Jr., P.E. (Deputy Division Engineer — Division 12)
Rodney Gantt (Division Construction Engineer — Division 12)
Trent Miles (Assistant Resident Engineer)
Wiley Jones III, P.E. (State Construction Engineer)
Mark Biggerstaff, P.E. (Area Construction Engineer Division 11112)
Jeremy Goodwin, P.E. (State Roadside Erosion Control and Roadside Management Engineer)
Todd Hiatt, P.E. (Roadside Environmental Field Operations Engineer Division 11/12)
Jeff Wyatt (Division 12 Environmental Supervisor)
Casey Hurley, P.E. (Project Manager — Lane Construction)
Erick Saunders (Environmental Engineer 11I)
C204163 Project File