WQ0035749_More Information Received_20230619

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 as well as email dated June 13, 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
460.76KB
No. W00035749.pdf
S-300R2 DGS Permit Modification Submittal.pdf 21.79MB
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

Submission Date 6/19/2023

4;
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY
June 19, 2023
CONTRACT:
C204163
WBS ELEMENT:
34192.2.3
FA No.:
NIA
TIP No.:
1-3819, U-6039
COUNTY:
Iredell
DESCRIPTION:
I-40/1-77 Interchange: I-40 From SR-2003 To SR-2158;1-77 From
SR-2171 To SR-2321, & SR-2321 From Vine St To SR -2422
SUBJECT: Response to Additional lnfonnation Request (June 13, 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 and an email dated June
13, 2023, for operations along I-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 1-40 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.
Marling Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] PRISON CAMP ROAD
STATESVILLE CONSTRUCTION OFFICE Customer Sen4ce. 1-877-3684968 STATESVILLE, NC 29625
124 PRISON CAMP ROAD
STATESVILLE, NC 28625
We6site: www.ncdot.gov

Sincerely,
Justin 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 111, P.E. (State Construction Engineer)
Brian Skeens, F.E. (Assistant State Construction Engineer)
Mark Biggerstaff, P.E. (Area Construction Engineer Division 11/12)
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 (Environmental Engineer III)
Todd Hiatt P.E. (Roadside Environmental Field Operations for Division 11 &12)
C204163 Project File

,
n
NCDOT
1020 Birch Ridge Drive
Raleigh, NC 27610
[phone]
Lang � t"00
The Lane Construction
Corporation
6125 Tyvola Centre Drive
Charlotte, NC 28217
[phone]
NN%I)
WSP USA, Inc.
1001 Morehead Square Dr.
Suite 610
Charlotte, NC 28203
[phone]
Submittal No. S-300R2
SUBMITTAL FORM
PROJECT: 1-3819B 1 U-6039, Iredell County, NC
Date: June 16, 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 #2
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
lanetool
June 16, 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 both May 3, 2023 for the original submittal and on June 13, 2023 for the revised 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
RPM
RSC 06-16.doc
FORM: DCAR 06-16 Page 2 of 3

professional Engineer's Certification: (Application Involving, New or Changes 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 V 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-6039
NCDQT Contract #: C204163
The Lane Construction Corporation
Submitted: November 4,.2022
Revision #1: May 11, 2023
Revision #2: June 16, 2023
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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. Design Summary.........................................................................................................
11
III. OPERATIONS MANAGEMENT
a. Monitoring pH at Tanker Truck..................................................................................12
b. Monitoring the DGS Management System................................................................12
c. Monitoring the Reclamation Process.........................................................................12
IV. NCDOT GENERAL OPERATION & MAINTENANCE PLAN.......................................................... 13
V. NCDOT SPILL CONTROL PLAN.................................................................................................. 16
VI. LISTING OF KEY PERSONNEL.................................................................................................... 19
VII. APPENDIX
a.
Process Flow Chart.....................................................................................................A1
b.
Plan Sheets.................................................................................................................A2
c.
Liner Information........................................................................................................A3
d.
pH Meter Information................................................................................................A4
e.
Forms and Reporting Documents..............................................................................AS
f.
Delegation of Signature Authority.............................................................................A6
g.
Property Ownership Documentation.........................................................................A7
h.
Conveyance Pump Information..................................................................................A8
i.
WWTP and Pump and Haul Approval to Dispose of DGS Water................................A9
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
l �
Surplus Water recycled into Ground Concrete
Water is Pumped into one ofto Basins Captured in
wo Evaporation
Diamond Grinding Operation
Containment Basin to
be buried as
Beneficial Fill upon
Completion.
V j •, t .�
Surplus Water Transported to
Water/ DGS Disposal at WWTP Evaporation Y
to be Tested and Land
Area Graded
Applied under -� &Grassed
General Permit
WQ0035749
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
EYAPOPATipry BA',IM.1 [�", nir.rnEN}
w.w C(>wiair�uF.Hi gav"
'
r,]TnL oYt+n�.alc NEAP = 17-M 1Y
2,
Pump performance Gurve
This graph shows me re[anonship del -the pump mscharoe
cape lty and the total dyi fl K head- h•sed on dem water el Sea
As you increase [he mtd head. Me dl.". cap•cay win
d-
Tpigt Head lit.) WDP'30X
so
.o
ao
70
0
a iv xa 30 an so so 70 as
Discharge Capauty iepml
* 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

De
n aummary;
This Diamond Grinding Slurry management system has been designed specifically for the 1-40 J 1-77 lnterchangeProject in Iredell
County. This project posed challenges that made the general permit (WQ003749) 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.
(Note: 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. Thfs means that
75% of the project quantity had aiready 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' = 46,044 CF = Water Management zone
• Top 2' = 36,623 CF = Freeboard that is not to be encroached upon. \N\ O A R O.
• Evaporation Basin: 38x13x3' (Bottom Dimensions) ��Q'��:F,9 • .y
Basin(s) will be 4' deep with a lined spillway at the 3' mark which drains to the p••Q�
containment basin. • � j�` •
g i l_S
o Pond Fountains will be added to facilitate rapid evaporation.
e The second Evaporation Basin is optional. r r:
• Water Management Plan; i GI
Means of Eliminating Excess Water:
• Evaporation
• Transport to WWTP
• Training and Safety Program for Employees
o Operation Shut Down Failsafe
• 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.
o 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.
11

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
12

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.
13

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:
14

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.
15

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]
16

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:
17

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.
18

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
19

The Lane Construction Corporation
NCDOT Contract # C204163; TIP# 1-3819B, U-6039
Appendix
I. Process Flow Chart
II. Plan Sheets
III. Liner Information
IV. pH Meter Information
V. Forms and Reporting Documents
V1. Delegation of Signature Authority Letter
VII. Property Ownership Documentation
Vill. Conveyance Pump Information
IX. WWTP and Pump and Haul Approval to Dispose of DGS Water
DGS Management Plan
Containment Basin
Al
A2
A3
A4
A5
A6
A7
A8
A9

The Lane Construction Corporation
NCDDT Contract #1 C204163
Appendix 1
Process Plow Chart
DGs Management Plan
A full-size drawing of the process control flow chart, as shown on page 4 of the DG5 Management Plan,
is provided here.

Slurry is Produced at the Grinding operation
Water / ❑GS
to be Tested and Land
Applied under
General Permit
WQ0035749
Slurry Vacuumed Up and
Pumped into Tanker
r-, 4NO —
Slurry is Deposited into Containment Basin
0
Water is Pumped into one of two Evaporation Basins
Surplus Water Transported to
Disposal at WWTP
14
w
Evaporation!
n
u
Ground Concrete
Captured in
Containment Basin to
be buried as
Beneficial Fill upon
Completion.
Jrr. r , . �
�� •� •J
Iiw rr
•4 '! w"'y.,i
4-
Area Graded & Grassed
NCDENR Application No.:
W00035749
Calculated By:
Date:
Drawn By:
LANE
NCDOT Contract No.: C204163
Process Flow Chart
Date'
C4000
hlnil,ing Compares --_
NCDOT TIP 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 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
�y

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09
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s �q
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3 r —
iv
r•,�%� {j'�j�Y'�il ll' 1�' ��4 Gl
all
[t 1
xalrsx. Ftj S
Statesw Park and
NCDENR Application No.:
W00035749
Location Map for DGS
Calculated By:
Date:
Drawn By:
LANE
NCDOT Contract No.: C204153
Management System
Date.
000l�
—NothingCompares�-.
NCDOT TIP No.: 1-3819B, U-6039
Checked By:
NCDOT Resident Engineer
Submitted To:
Date:
Statesville, lredell County, NC
Revision Na.:
124 Prison Camp Rd, Statesville, NC 28625

3
0
4
1 I��fl�11L-11-77-0-0-
NTAI N1ENT BA�IV
PUMP
—C��
SSE$_
moo
Ln
P
MAIN CONTAINMENT BASIN:
TOP: 230' LONG X 85' WIDE
9' TO 1 V DEPTH WITH 2:1 SIDE SLOPES
TWIN EVAPORATION BASINS:
TOP: 50' LONG X 25' WIDE
4' DEPTH WITH 2:1 SIDE SLOPES
NCDENR Application No.:
Calculated By:
WQ0035749
Proposed Layout of DGS
Date:
Drawn By:
,.
LANE peoo
NCDOT Contract No.: C204163
Management System
Date:
"'NolhingCnmpares - .
NCDOTTIP No.: 1-3819B, U-6639
Checked By:
NCDOT Resident Engineer
Submitted To:
Date:
Statesville, Iredell County, NC
Revision No.:
124 Prison Cam Rd, Statesville, NC 28625
P

MAIN CONTAINMENT BASIN:
TOP: 230' LONG X 85' WIDE
9' TO 1 V DEPTH WITH 2:1 SIDE SLOPES
TWIN EVAPORATION BASINS:
TOP: 50' LONG X 25' WIDE
4' DEPTH WITH 2:1 SIDE SLOPES
Spillway from Evap Basin #1 to Evap Basin #2
Evaporation Basin 41
863.00
Width Varies +1- 5'
I 3.003" Conveyance Pump
867 /4-00 ss� 863.00
863.4b 854.00
i
`'i
9.fl0
50.00
230.00
Section A -A
Main Containment Basin
A \�\11;111
R
F
N fit.
�,'/I����11 kill►����r
Ground Concrete Settling Zone - 4 ft
Water Management Zane - 3 ft
Freeboard 2 ft
852.00
�iiri r.aw-i-r-■.r.xir i7.. •a.. •. �. rw s.... .
5' Work Bench I
T 855-00
NCDENR Application No.:
WQ0035749
Cross Sectional View of ❑GS
Calculated By:
Hate:
Drawn By:
LANE peoll
NCDOT Contract No.: C204163
Management System
date
"'Nothing compares~ • .
NCDOT TIP No.: 1-381913, U-6039
Checked By:
Submitted To: NCDOT Resident Engineer
Date:
Statesville, Iredell County, NC
Revision No.:
124 Prison Camp Rd, Statesville, NC 28625

MAIN CONTAINMENT BASIN:
TOP: 230' LONG X 85WIDE
9' TO 1 V DEPTH WITH 2:1 SIDE SLOPES
TWIN EVAPORATION BASINS:
TOP: 50' LONG X 25' WIDE
4' DEPTH WITH 2:1 SIDE SLOPES
PUMP
�s
.r
Main Containment Basin
Evaporation Basin #2
Width Varies +1- 5'
863.00 866.00 863.00
855 854.00
50.00
Section B-B
EB 1.
_ Freeboard 4 ft
Water Management Zone - 3 ft
Ground Concrete Settling Zone - 4 tt
852.00 --,
Fq_1 i ?;
S Work Bench
855.00
NCDENR Application No.:
WQ0035749
Cross Sectional View of DGS
Calculated By:
Date:
Drawn By:
"
LANE
NCDOT Contract No.: C204163
Management System
Date.
� `-Nothing Compares - - _-
NCDOT TIP No.: 1-381913, U-6039
Checked By:
Submitted To: NCDOT Resident Engineer
Date:
Statesville, Iredell County, NC
Revision No.:
124 Prison Camp Rd, Statesville, NC 28625

�F
PERMANENT DRY
" DETENTION BASIN, NOT
ASSOCIATED WITH THE
DGS SYSTEM
11: I J f I
500' RADIUS FROM 1 4 1 1 1 ' Jl j AS AN ADDED PRECAUTION, A x
CENTER OF pG51' �J: 1 �! ! BERM AND SILT FENCE WILL BE
'r', rl I I j it l UTILIZED To SEPARATE THE
MANAGEMENT SYSTEM
1 � , rwa s vsrEMs
NEAREST ROW LINE
I I 1 II �-'-
I I IJ 4 470' FROM EDGE OF MAIN
CONTAINMENT BASIN
fi
' I I
NEAREST ;ti�,�H_ {' 10IVI
JURISDICTIONAL STREAM �� p • �/ ���
/' 400' FROM EDGE OF MAIN Z OF 7 +
CONTAINMENT BASIN
R r 4 I' r7 Il ck�Z
END FYI I ' '• , �7��111} I111���, 2.�
NEAREST WETLAND
r?PHE AtxTnv °'d sirae- ra sra 51+av9 - ' ,l BOUNIDRY
Px sm: &9 2 -e 4&5r 465' FROM EDGE OF MAIN
CONTAINMENT BASIN
TIE Ex1sT , `1
f . J' — _ _ � r^ u� � . .'1'HfCA-'SCE 51n. �a 3 _ � vi1'•�', a'"%.;�� I
Ate!��
RE �'E!_, 77a.1C1i 5 y , : '• ' i-•' •' �, J
,eRPA�E`�ky - : :: •::'::. ; -:,
LP 0
-MATCHLINE- 'SEE SHEET" NO. 11
I A5
a ' / 1 - €: eNa avnsE E pFr'
-ti14TCHLINE SrA, �eG
• '� 3rA +s °
247
SEE SHEET No 100Q _y R7 �s "�. _
r�Q •
NCOI~NR Application No.: Calculated By:
W00035749 Plan View Location Map with Date:
Drawn By:
NCDOT Contract No.: C204163 Setbacks for DIGS Date:
LANE
NCDOT TIP No.: 1-3819B, U-6039 Checked B e' - .--
Management System r• -'Nothing Compare
Date: NCDOT Resident Engineer
Statesville, Iredel! County, NC Revision No.: Submitted To: 124 prison Camp Rd, Statesville, NC 28625

The lane Construction Corporation
NCDOT Contract # C204163
Appendix 3
Liner Information
DGS Management Plan
Each basin in this ❑GS 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.
Provided under this cover sheet is general information, specifications and installation instructions
provided by the manufacturer.
Quality Control documentation from the manufacturing process is available upon request.

&A Westem
Einlronmer tal Liner
rmP w wr A Dimion of Western 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
vqopqpqww
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
WESTERN
ENVIRONMENTAL LINER LINER APPLICATIONS LINER MATERIALS SPEC SHEETS & SIZING ABOUT US BLOG CONTACT US
A Division of Western Ag Enterprises, Inc_
r
Over 30 years of quality GET 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
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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

Western
Eri«rorirnenU Liner
R� ��� Ih�isiou of i4 extern ?lg Euierprises, Inc
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]

AVA Western
ErnironrnentJ Liner
W A Division of %%tem Ag Enterprises, Inc
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 it C204163
Appendix 4
pH Meter Information
❑GS Management Plan
Provided under this cover sheet is the manufacturers provided information and specifications for the
instrument that will be utilized to monitor pH of the DGS management system.
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.

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
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
Under this cover is NCDOT's Letter Dated July 24th, 2019 regarding signature authority for Permit No.
WQ0035749 (NCDOT DGS and HOS DCAR Permit).

YS
.1
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
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.

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The Lane Construction Corporation
NCDDT Contract # C204163
Appendix 8
Conveyance Pump Information
DGS Management Plan
Linder this cover is the manufacturers provided data sheet for the pump utilized to convey DGS water
from the Main Containment basin to Evaporation Basin #1 (Honda WDP30 3" Diaphragm Pump 5/N:
WZCA-5200045).
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 put forth in this submittal package.

INTRODUCTION
C40 I tfb
Congratulations on your selection of a Honda diaphragm pump! We
are certain you will be pleased with your purchase of one of the finest
pumps on the market.
We want to help you get the best results from your new pump and to
operate it safely. This manual contains the information on how to do
that; please read it carefully.
We suggest you read the DISTRIBUTOR'S LIMITED WARRANTY
(page 22) and EMISSION CONTROL SYSTEM WARRANTY
(page 23) to fully understand coverage and your responsibilities of
ownership.
When your pump needs scheduled maintenance, keep in mind that an
authorized Honda servicing dealer is specially trained in servicing
Honda pumps and is supported by the parts and service divisions of
American Honda. Your Honda dealer is dedicated to your satisfaction
and will be pleased to answer your questions and concerns.
Keep this owner's manual handy, so you can refer to it at any time.
This owners manual is considered a permanent part of the pump and
should remain with the pump if resold.
The information and specifications Included in this publication were in
effect at the time of approval for printing. American Honda Motor Co.,
Inc. reserves the right, however, to discontinue or change
specifications or design at any time without notice and without
incurring any obligation whatever. No part of (his publication may be
reproduced without written permission.
SAFETY MESSAGES
Your safety and the safety of others are very important. We have
provided important safety messages in this manual and on the pump.
This information alerts you to potential hazards that could hurt you or
others. Please read these messages carefully.
Of course, it is not practical or passible to warn you about all the
hazards associated with operating or maintaining a diaphragm pump.
You must use your own good judgment.
You will find important safety information in a variety of forms:
Safety labels — on the pump.
• Instructions -- how to use this pump correctly and safely.
• Safety Messages — preceded by a safety alert ,i, symbol and one
of three signal words: DANGER, WARNING, or CAUTION. These
signal words mean:
You WILL be KILLED or SERIOUSLY
HURT if you don't follow instructions.
You CAN be KILLED or SERIOUSLY
HURT if you don't follow instructions.
You CAN be HURT if you don't follow
instructions.
Each message tells you what the hazard is, what can happen, and
what you can do to avoid or reduce injury.
• Damage Prevention Messages —You will also see other
important messages that are preceded by the word NOTICE. This
word means:
N�TtCE Your pump, other property, or the environment
can be damaged if you don't follow instructions.
© 1996-2018 American Honda Motor Co., Inc. ---All Rights Reserved
31 TDP6171 POM31 TDP6171
0OX31-TDP-6171 EM5 K2 AHM.30.2018.06
PRINTED IN U.S.A.
OWNER'S MANUAL
WDP30X
}
The engine exhaust from this product contains
chemicals known to the State of California to cause
cancer, birth defects, or other reproductive harm.
California Proposition 65
This product contains or emits
chemicals known to the State of
California to cause cancer, birth
defects, or other reproductive harm.
CONTENTS
PUMP SAFETY.................................2
TAKING CARE OF UNEXPECTED
IMPORTANT SAFETY
PROBLEMS.....................................17
INFORMATION. .... .....................
..2 TECHNICAL INFORMATION .......... 17
SAFETY LABEL LOCATIONS ......
2 SERIAL NUMBER LOCATIONS.17
SETTING UP YOUR NEW PUMP
..... 2 CARBURETOR
CONTROL LOCATIONS ...................3
MODIFICATION FOR HIGH
ALTITUDE OPERATION ............17
BEFORE OPERATION........ ..............
3 EMISSION CONTROL SYSTEM 18
IS YOUR PUMP READY TO GO?3
AIR INDEX ..................................18
OPERATION......................................4
SPECIFICATIONS. ..................... 18
SAFE OPERATING
PRECAUTIONS
4 AVOIDING FUEL -RELATED
PUMP PREPARATION.................5 PROBLEMS ......... ........... ____ ........ 20
STARTING THE ENGINE .............6 CONSUMER INFORMATION... ...... 21
STOPPING THE ENGINE ............6 REPLACEMENT PARTS,
OPTIONAL EQUIPMENT, AND
SERVICING YOUR PUMP................7
SERVICE ITEMS ....... ................. 21
MAINTENANCE SAFETY.............7
DEALER LOCATOR
MAINTENANCE SCHEDULE.. ..... 7
INFORMATION ...........................21
ENGINE MAINTENANCE.............8
CUSTOMER SERVICE
REFUELING ........ ....... — ............
A l
INFORMATION ........................... 21
PUMP MAINTENANCE.........
.... A2
DISTRIBUTOR'S LIMITED
TRANSPORTING...... ... ____ ....
..... 15
WARRANTY..... ....................... —22
BEFORE LOADING. ...
15
EMISSION CONTROL SYSTEM
WARRANTY 73
LOADING AND UNLOADING.....15
STORAGE .............. — ... ................... 15
STORAGE PREPARATION....... 15
PLACING IN STORAGE... .......... 16
REMOVAL FROM STORAGE.... 16

PUMP SAFETY
SAFETY LABEL LOCATIONS
This chapter explains what you need to know to operate your
diaphragm pump safely.
IMPORTANT SAFETY INFORMATION
The Honda WDI 30X pump is not designed to pump drinking water.
Pump only non -potable water, muddy water, and water containing
solids. Other uses can result in injury to the operator or damage to the
pump and other property.
Most injuries or property damage can be prevented if you follow all
instructions in this manual and on the pump. The most common
hazards are discussed below, along with the best way to protect
yourself and others.
Operator Responsibility
It is the operator's responsibility to provide the necessary safeguards
to protect people and property. Know how to stop the pump quickly in
case of emergency. Understand the use of all controls and
connections. For your safety and the safety of others, keep the
connecting rod cover in place when the engine is running.
Be sure that anyone who operates the pump receives proper
instruction. Do not let children operate the pump. Keep children, pets,
and bystanders away from the area of operation.
Pump Operation
Do not pump drinking water. This pump Is designed to only pump
non -potable water, muddy water, and water containing solids.
Pumping flammable liquids, such as gasoline or fuel oils, can result in
a fire or explosion, causing serious injury. Pumping sea water,
beverages, acids, chemical solutions, or any other liquid that
promotes corrosion can damage the pump.
Operate the pump on a level surface. If the engine is tilted, fuel may
Spill.
Refuel With Care
Gasoline is extremely flammable, and gasoline vapor can explode.
Refuel outdoors, in a well -ventilated area, with the engine stopped
and the pump on a level surface. Do not overfill the fuel tank. Never
smoke near gasoline, and keep other flames and sparks away.
Always store gasoline in an approved container. Make sure that any
spilled fuel has been wiped up before starting the engine.
Hot Exhaust
The muffler becomes very hot during operation and remains hot for a
while after stopping the engine. Be careful not to touch the muffler
while it is hot. Let the engine cool before transporting the pump or
storing it indoors.
To prevent fire hazards, keep the pump at least 3 feet ('i meter) away
from building walls and other equipment during operation. Do not
place flammable objects close to the engine.
Carbon Monoxide Hazards
Exhaust gas contains poisonous carbon monoxide. Avoid inhalation
of exhaust gas. Never run the engine in a closed garage or confined
area.
The label shown here contains important safety information. Please
read it carefully. This label is considered a permanent part of your
pump. So if the label comes off or becomes hard to read, contact your
authorized Honda pump dealer tar a replacement
TT ► W
DO NOT PUMP VOLATILE, FLAMMABLE,
CAUSTIC, CORROSIVE, OR OTHER
HAZARDOUS MATERIAL.
PUMP CAN EXPLODE AND YOU CAN BE
SER{OUSLY HURT OR KILLED,
FOLLOW ALL SAFETY, OPERATION AND
MAINTENANCE INSTRUCTIONS
CAREFULLY.
W6yf. N nor wMir.4CP Afo T PROP l WI~-s
muroruvP uuvmus wnncortooawscvioa
o HQT MUFFLt=R CAN
� BURN YQU.
Stay away If engine
has been running.
Opera on of This Eqquipment May Create Sparks That Can Start Fires
Around Dir Vegetation. A Spark Arrestor May be Required. The
Operator Should Contact Local Fire Agencies For Laws or Regulations
Relating to Fire Prevention Requirements.
Par California Public Raaourest Coda 4442.6
ALIMPORTANT
FLUSH PUMP CASING
r
BEFORE AND AFTER USE
{ l>7J J Gasoline Is hfgh[y Aamma6le and explash a.
Turn ri lne off and let coal before refueling.
The engine emils toxic carbon monoxide.
❑o not run In an endo_ed area.
Read owners manual before operation.
Thal Honda Mfg. Co. Ltd. Made In Thailand
SETTING UP YOUR NEW PUMP
Unpacking
The handle is installed over the pump for shipment only. Remove the
handle release pin and reinstall the handlebar facing outward for ease
of handling. Secure with the handle release pin (page 3).
The engine is shipped WITHOUT OIL in the engine. Refer to page 8
for oil recommendations.
Please Register Your Diaphragm Pump
If your dealer did not collect registration information from you, please
take a few minutes and register your purchase with Honda. This
allows us to contact you with any important updates regarding your
pump. Please note registration is not required to obtain warranty
service.
You can register by going online to PowerFquipment.Honda.com and
click on Product Registration.

CONTROL LOCATIONS
BEFORE OPERATION
GEAR BOX OIL FILLER
CAPIDIPSTICK (p. 12)
AIR CUSHION
CHAMBERCAP
(Priming filler —
cap) (p. 5)
W
SPARK
PLUG CAP
(p. 1 D)
GEAR BOX DRAIN
13OLT (Remove
connecting rod
cover) (p. 12)
MUFFLER
FUEL CAP
AIR
CLEANER
(p. 9)
SUCTION STARTER
PORT (p- 5) GRIP
IGNITION SWITCH ENGINE OIL DRAIN
(p• S) BOLT (p. 8)
Your safety is your responsibility. A little time spent in preparation will
significantly reduce your risk of injury.
Read and understand this manual. Know what the controls do and
how to operate them.
Familiarize yourself with the pump and its operation before you begin
using it. Know how to quickly shut off the engine in case of an
emergency.
Be sure of what you are pumping. This pump is designed to pump
only non -potable water, muddy water, and water containing solids.
IS YOUR PUMP READY TO GO?
For your safety, and to maximize the service life of your equipment, it
is very important to take a few moments before you operate the pump
to check its condition. Be sure to take care of any problem you find, or
have your servicing dealer correct it, before you operate the pump.
Improperly maintaining this pump, or failing to correct a
problem before operation, could cause a malfunction in which
you could be seriously injured.
Always perform a pre -operation inspection before each
operation, and correct any problem.
Before beginning your pre -operation checks, be sure the pump is on a
level surface and the ignition switch is in the OFF position.
Check the General Condition of the Pump
• Look around and underneath the pump for signs of oil or gasoline
leaks.
• Remove any dirt or debris, especially around the engine, muffler,
and recoil starter.
• Look for signs of damage.
• Check that all nuts, bolts, screws, hose connectors, and clamps are
tightened.
• Keep the connecting rod cover in place while operating the pump.
Check the Suction and Discharge Hoses
• Check the general condition of the hoses. Be sure the hoses are in
serviceable condition before connecting them to the pump.
Remember that the suction hose must be of reinforced construction
to prevent hose collapse.
• Check that the sealing washer in the suction hose connector is in
good condition (page 12).
• Check that the strainer is in good condition and is installed on the
suction hose (page 12).
Check the Engine
• Check the oil level (page 8). To avoid the inconvenience of an
unexpected shutdown by the Oil Alert® system, always check the
engine oil level before startup.
• Check the air cleaner (page 9).
• Check the fuel level (page 11). Starting with a full tank will help to
eliminate or reduce operating interruptions for refueling.
3

SAFE OPERATING PRECAUTIONS
Before operating the pump for the first time, please review
IMPORTANT SAFETY INFORMATION (page 2) and BEFORE
OPERATION (page 3).
For your safety, avoid starting or operating the engine in an enclosed
area, such as a garage. Your engine's exhaust contains poisonous
carbon monoxide gas, which can collect rapidly in an enclosed area
and cause illness or death.
Do not pump drinking water. Pump only non -potable water, muddy
water, and water containing solids. Pumping flammable liquids, such
as gasoline or fuel oils, can result in a fire or explosion, causing
serious injury. Pumping sea water, beverages, acids, chemical
solutions, or any other liquid that promotes corrosion can damage the
pump.
Due to the pump diaphragm reciprocating motion, pump assembly
and hoses will move up and down and side -to -side during pumping.
This may cause the pump to walk or move around while pumping.
Depending on the surface conditions, pump hose length, and other
factors, it may be necessary to anchor the pump to limit pump
movement. During operation, observe pump movement and anchor
the pump frame and wheels as necessary.
• Attach anchored tie -down straps to the pump frame.
• Place blocks in front and behind the wheels,
• Try to locate the pump on a level surface.
While pumping, the suction hose may move out of the pumping
source, and the discharge hose may move away from the pumping
destination. It may also be necessary to anchor hose ends to prevent
hose movement.
If there is no one to monitor the pump during operation, it is advisable
to anchor the pump to prevent unexpected movement.
Pump total dynamic discharge head is limited to a maximum of 50
feet. Total dynamic discharge head includes static discharge head
(discharge vertical height) and head loss due to friction. Head loss
makes it impractical for the static discharge head to exceed 25 feet.
Pumping to a static discharge head greater than 25 feet can damage
the pump. See the Pump Performance Curve on page 19.
This diaphragm pump should never be run with the discharge output
shut off or restricted.
NOTICE
Pump case failure may result if the discharge output is shut off or
restricted. To avoid pump damage, do not restrict, shut off, or
momentarily stop the fluid flow from the discharge hose.
A rigid pipe should never be used with a diaphragm pump. Flexible
hoses must be attached to the pump. The suction hose must be non -
collapsible. Never use hoses that are smaller than the suction or
discharge fittings.
This pump requires a 3 inch inside diameter or larger hose. Using
rigid pipes or hoses that are too small will cause severe damage to
the diaphragm pump.
NOTICE
Due to pump movement during operation, connecting a rigid pipe to
the pump will cause pump damage. Always use flexible suction and
discharge hoses to prevent pump damage.
When water being pumped contains solids, the solids may get lodged
under the clappet valves, which will prevent the clappet valves from
closing completely. To maintain maximum pump performance, the
discharge hose should angle upward as it exits the pump.
If the discharge hose must run across a roadway, the nose should
cross the roadway perpendicular to traffic flow. Also, heavy boards
should be placed next to the hose so the motor vehicle weight does
not shut off the discharge as vehicles cross over the hose.
:HARGE
-E
Driving over a discharge hose while the pump is running, or even
possibly when the pump is stopped, will most likely cause pump case
failure.
NOTICE
Collapsing the discharge hose will cause pump case andlor
diaphragm damage. To prevent pump damage, take the necessary
precautions to prevent the discharge hose from getting compressed
or collapsed.
During freezing weather, always drain the pump case after use. If
water is left in the pump case during freezing weather, the pump case
will break.

PUMP PREPARATION
Pump Priming
Optional hose kits, designed specifically for this pump, are available
from your Honda dealer. See page 21.
Suction Hose Connection
If using a commercially available hose, ensure it is the same size or
larger than the suction port diameter (3 inches). To prevent the hose
from collapsing, use a hose that is reinforced with a non -collapsible
wall or braided wire construction.
Keep the pump as close as passible to the pumping liquid. Avoid hose
bends and sharp turns, Pump performance is best when the pump is
not far above the liquid level and the hose is kept straight.
Self -priming time is also proportional to the suction hose length. Using
a longer suction hose will increase the self -priming time.
Tighten the hose connector to the suction hose with a hose clamp to
prevent air leakage and loss of suction. Verify that the connector
sealing washer is installed and in good condition. A loosely connected
suction hose will reduce pump performance and self -priming ability.
SEALING DISCHARGE
WASHER HOSE
10041,0
SUCTION HOSE
O �
u
HOSE
CLAMP
STRAINER
(provided IQK
with the pump)
COUPLING
The strainer provided with the pump should be attached to the end of
the suction hose as shown.
Always install the strainer on the end of the suction hose before
pumping. The strainer will prevent debris from entering the pump that
can cause clogging, diaphragm and/or other pump damage.
Discharge Hose Connection
If using a commercially available hose, a short, large diameter nose
will provide lower fluid friction and improve pump output. A long or
small diameter hose will increase fluid friction and reduce pump
output. Never use a hose size smaller than the discharge port
diameter (3 inches).
tJOTICE
!f a discharge hose is used that has a smaller inside diameter than the
port size, the pump case may be damaged. To avoid pump damage,
always use the correct size hose.
Tighten the hose clamp to prevent the hose from disconnecting under
high pressure.
Pump priming is not required if the vertical distance from water to the
purnp (suction head) is less than 16 feet. The suction head can be
increased to 24 feet if the pump is primed.
To prime the pump, remove the air cushion chamber cap. Grasp the
suction hose next to the suction fitting and lift the hose about 1 foot off
the ground. Lifting the suction hose will help to ensure the water goes
into the pump housing and not out the suction hose.
Pour about 1 gallon of water into the pump case through the air
cushion chamber. Lay the hose back on the ground, and reinstall the
air cushion chamber cap.
WATER
PRIMIN
FILLER
HOLE
SUC'
HOS
FREQUENCY OF USE
If your equipment will be used on an infrequent or intermittent basis,
(more than 4 weeks before next use), please refer to the Fuel section
of the STORAGE chapter (page 15) for additional information
regarding fuel deterioration.

STARTING THE ENGINE
1. Turn the fuel valve to the ON position.
Fit EL VALVE
O
......ON
2. Move the choice lever to the CLOSED position.
Do not use the choke if the engine is warm or the ambient
temperature is high.
3n nr
CLOSE...... ♦� ++
. I
Y4CLOSE-
3. Turn the ignition switch to the ON position.
IGNITION SWITCH
ON
4. Move the throttle control lever slightly to the left.
THROTTLE LEVER
HIGH LOW
11N� -
5. Pull the starter grip
lightly until resistance
is felt, then puff it
briskly,
NOTICE
Return the startergrip
slowly back to the
engine to prevent
damage to the starter.
STARTER GRIP
S. As the engine warms
up, gradually move
CHOKE LEVE
the choke lever to the
OPEN position.
7. Set the throttle to the
desired speed to
produce the best
pumping conditions.
Pump output can be
controlled by adjusting
the throttle lever to the
desired position.
THROTTLELEVER
At FULL throttle position, the pump will deliver the highest output
volume. Moving the throttle toward the IDLE position will decrease
the output volume of the pump.
STOPPING THE ENGINE
Emergency IGNITION
To stop the engine in an SWITCH
emergency, turn the OFF
ignition switch to the OFF
position.
Normal
1. Move the throttle lever
fully to the right to the THROTTLE LEVER
IDLE position.
2. Turn the ignition switch
to the OFF position.
r• - IDLE
3. Tura the fuel valve to
the OFF position.
4. After each use, drain
the pump chamber and
flush with fresh waler
(page 12).
5. If your equipment will not be used for 3 to 4 weeks, we recommend
running the engine's carburetor out of fuel. You can do this by
leaving the fuel valve OFF, restarting the engine and running it out
of fuel. See "STORAGE PREPARATION" on page 15 for periods
of inactivity that exceed 4 weeks.

SERVICING YOUR PUMP
Proper maintenance is essential for safe, economical, and
trouble -free operation. It will also help reduce air pollution.
Improper maintenance, or failure to correct a problem
before operation, can cause a malfunction in which you
can be seriously hurt or killed.
Always follow the inspection and maintenance
recommendations and schedules in this owner's manual.
To help you properly care for your pump, the following pages include
a maintenance schedule, routine inspection procedures, and simple
maintenance procedures using basic hand tools. Other service tasks
that are more difficult, or require special tools, are best handled by
professionals and are normally performed by a Honda technician or
other qualified mechanic.
The maintenance schedule applies to normal operating conditions. If
you operate your pump under severe conditions, such as sustained
high -load or high -temperature operation, or use in unusually wet or
dusty conditions, consult your servicing dealer for recommendations
applicable to your individual needs and use.
Remember that an authorized Honda servicing dealer knows your
pump best and is fully equipped to maintain and repair it.
To ensure the best quality and reliability, use only new, Honda
Genuine parts or their equivalents for repair and replacement.
Maintenance, replacement, or repair of the emission control
devices and systems may be performed by any engine repair
establishment or individual, using parts that are "certified" to
EPA standards.
MAINTENANCE SAFETY
Some of the most important safety precautions follow. However, we
cannot warn you of every conceivable hazard that can arise in
performing maintenance. Only you can decide whether or not you
should perform a given task.
Failure to properly follow maintenance instructions and
precautions can cause you to be seriously hurt or killed.
Always follow the procedures and precautions in this
owner's manual.
Safety Precautions
• Make sure the engine is off before you begin any maintenance or
repairs. This will eliminate several potential hazards:
• Carbon monoxide poisoning from engine exhaust.
Be sure there is adequate ventilation whenever you operate
the engine.
• Burns from hot parts.
Let the engine and exhaust system coal before touching.
• Injury from moving parts.
❑o not run the engine unless instructed to do so.
• Read the instructions before you begin, and make sure you have
the tools and skills required.
• To reduce the possibility of fire or explosion, be careful when
working around gasoline. Use only a nonflammable solvent, not
gasoline, to clean parts. Keep cigarettes, sparks, and flames away
from all fuel -related parts.
MAINTENANCE SCHEDULE
Interval
Item
Check the engine oil level (page 8)
Before each use
Check the air filter (page 9)
Check pump hoses and strainer (page 12)
After each use
Flush the pump chamber (page 12)
Change the engine oil (page 8)
First month ❑r
Grease the pump connecting rod bearing
20 hours
(page 12)
Every 3 months or
Clean the air filter 1 (page 9)
50 hours
Clean the sediment cup (page 11)
Grease the pump connecting rod bearing
(page 12)
Check the gear box oil level (page 12)
Every 6 months or
Change the engine oil 1 (page 8)
100 hours
Inspect -adjust the spark plug (page 10)
Clean -check the spark arrester (page 10)
(optional equipment)
Every year or
Change the engine oil t (page 8)
300 hours
Replace the air cleaner paper filter 1 (page 9)
Replace the spark plug (page 10)
Adjust the valve clearance 2
Adjust the idle speed 2
Clean the fuel tank and filter 2
Change [he gear box oil (page 12)
Inspect the pump clappet valve (page 13)
Inspect the pump diaphragm (page 13)
Check the torque of nuts and bolts
Every 2 years
Check the fuel line and replace if necessary 2
1. Service more frequently when used in dusty areas.
2. These items should be serviced by an authorized Honda servicing
dealer, unless you have the proper tools and are mechanically
proficient.
Failure to follow this maintenance schedule could result in
non -warrantable failures.

ENGINE MAINTENANCE
2. Reinstall the drain bolt and sealing washer. Tighten the bolt
securely.
Engine Oil Level Check
Check the engine oil level with the engine stopped and in a level
position.
1. Remove the filler cap/dipstick and wipe it clean,
_ER CAPIDIP
rK
2. Insert and remove the dipstick without screwing it into the filler
neck. Check the oil level shown on the dipstick.
UPPER LIMIT
LOWER LIMIT
3. If the oil level is low, fill to the edge of the oil filler hole with the
recommended oil, as shown on this page.
4. Screw in the filler cap/dipstick securely.
NOTICE
Running the engine with a low oil level can cause engine damage.
The Oil Alert system will automatically stop the engine before the oil
level falls below the safe limit. However, to avoid the inconvenience of
an unexpected shutdown, always check the engine oil level before
startup.
Engine Oil Change
Drain the oil while the engine is warm. Warm oil drains quickly and
completely.
1. Remove the filler cap/dipstick, drain bolt, and sealing washer.
Drain the oil into a suitable container.
FILLER
GAPIDIPSI
SEALING
WASHER
NOTICE
Improper disposal of engine oil can be harmful to the environment.
If you change your own oil, please dispose of the used oil property.
Put it in a sealed container, and fake if to a recycling center. Do not
discard it in a trash bin, dump it on the ground, or pour it down a
drain.
3. Place the pump on a level surface.
4. till with the recommended oil to the top edge of the oil filler hole.
Quantity: 0.6 qt (0.6 L)
5. Screw in the filler cap/dipstick securely.
UPPER LIMIT
MARK ■
•
CAPIDIPSTICK
�11111i.., �", • i
EDGE OF OIL
FILLER HOLE
Engine Oil Recommendations
Oil is a major factor affecting performance and service life. Always
change the oil in accordance with the MAINTENANCE SCHEDULE
(page T),
SAE 1 OW-30 is recommended for
general use. Other viscosities shown
in the chart may be used when the
average temperature in your area is
within the recommended range. -
I.]
The SAE oil viscosity and service 0 20 40 60 80 100'F
category are in the API label on the 20 id 0 10 20 30 40^c
oil container. Honda recommends
that you use API service category SJ
or later oil.
NOTICE
Using non -detergent oil can shorten the engines service life, and
using 2-stroke oil can damage the engine.
T

Air Filter Cleaning
Air Filter Inspection
1. Unscrew the outer wing nut and remove the air cleaner cover
OUTER
WING NUT
AIR CLEANER
COVER
INNER
WING NUT
PAPER FILTER
ELEMENT
FOAM FILTER
ELEMENT
RUBBER
WASHER
2. Remove the inner wing nut and both air filter elements.
3. Separate both air filter elements and carefully check them for holes
or tears. Replace the filter elements if they are damaged.
4. IF the air filter elements are dirty, clean them as described below.
5. Wipe dirt from the inside of the air cleaner housing and cover. Be
careful to prevent dirt from entering the air duct that leads to the
carburetor.
6. Install the foam element over the paper element, and install the
assembled air filter. Secure the air filter with the inner wing nut.
Mate sure the rubber washer is in place under the filter elements.
7. Install the air cleaner cover, and secure with the outer wing nut.
NOTICE
Operating the engine without an air filler, or with a damaged air
filter, will allow dirt to enter the engine, causing rapid engine wear.
This type of damage is not covered by the DISTRIBUTOR'S
LIMITED WARRANTY.
A properly maintained air filter will help prevent dirt from entering your
engine. Dirt entering the carburetor can he drawn into small passages
in the carburetor and cause premature engine wear. These small
passages can become blocked, causing starting or running problems.
Always use an air filter specified for your engine to ensure it seals and
performs as designed. You will need to clean the filter more frequently
if you operate the engine in very dusty conditions.
1. To clean the paper filter element, tap the element lightly several
times on a hard surface to remove excess dirt, or blow compressed
air [not exceeding 30 psi (207 kPa)] through the filter element from
the inside out.
Never try to brush the dirt off; brushing will force dirt into the paper
fibers. Replace the paper element if it is excessively dirty or
damaged.
To clean the foam filter
element, wash the
element in a solution of
household detergent and
warm water, then rinse
thoroughly, or wash in
nonflammable solvent.
3. Allow the foam filter
element to dry
thoroughly.
SOLVENT
ENGINE OIL
Y
SQUEEZE
THOROUGHLY
4. Soak the foam filter element in clean engine oil and squeeze out
the excess oil.
NOTICE
Excess oil will restrict air- flow through the foam filter element and
may transfer to the paper filter element soaking and clogging it.
5. Reassemble the air filter as shown.

Spark Plug Service
Required Spark Plug: HGK - BPR6ES
NOTICE
Incorrect spark plugs can cause engine damage.
For good performance, the spark plug must be properly gapped and
free of deposits.
Allow the engine to cool before servicing the spark plug.
1. Disconnect the spark
plug cap and remove SPARK PLUG WRENCH
any dirt from around
the spark plug area.
2. Use a 13116 in
(21 mm) spark plug
wrench to remove the
spark plug.
3. Visually inspect the
spark plug. Discard it if
the insulator is
cracked, chipped, or
fouled.
4. Measure the plug gap
With a suitable gauge.
Correct as necessary
by carefully bending
the side electrode.
Plug gap:
0,028 -- 0.031 in
(0.70 -- 0.80 mm)
5. Check that the spark
plug washer is in good
condition, and thread the
spark plug in by hand to
prevent cross -threading.
6. After the spark plug is
seated, tighten with a
spark plug wrench to
compress the washer.
SPARK PLUG CAP
0.028 - 0.i131 In
{0.70 - 0.1
SEALING
WASHER
If installing a new spark plug, tighten 112 turn after the spark plug
seats to compress the washer.
If reinstalling a used spark plug, tighten 118 _ 1/4 turn after the
spark plug seats to compress the washer.
NQTICE
A loose spark plug can overheat and damage the engine.
Overtightening the spark plug can damage the threads in the
cylinder head.
7. Reconnect the spark plug cap.
Spark Arrester (optional equipment)
The spark arrester must be serviced every 100 hours to keep it
functioning as designed.
Your pump engine is not factory -equipped with a spark arrester. In
some areas, it is illegal to operate an engine without a spark arrester.
Check local laws and regulations. An optional USDA approved spark
arrester is available from an authorized Honda servicing dealer. See
page 21 for part numbers.
If the engine has been running, the muffler will he very hot. Allow the
muffler to cool before servicing the spark arrester.
1. Allow the engine to cool, then remove the two 8 mm nuts and
remove the muffler from the cylinder head.
2. Remove the four 5 mm screws from the muffler protector and
remove the muffler protector.
3. Remove the 4 mm screw from the spark arrester and rernove the
spark arrester from the muffler.
MUFFLER 5 mm SCREW (4)
PROTECTOR
o k
4 mmSCREW
8 mm NUT (2) Q
MUFFLER
4, Use a stiff brush to remove
carbon deposits from the spark
arrester screen. Be careful not
to damage the spark arrester
screen.
5. Inspect the spark arrester for
breaks and holes. Replace it if
necessary.
6. Install the spark arrester and the
muffler in the reverse order of
disassembly.
Carburetor Adjustment
1. Start the engine
outdoors and let it warm
up to normal operating
temperature.
2. Move the throttle lever
to the idle position
(page 6).
3. Using a screwdriver,
turn the throttle stop
screw to obtain the
standard idle speed.
Standard Idle Speed:
+200
1,4011 -150 rpm
SPARK
ARRESTER
SPARK ARRESTER SCREEN
THROTTLE STOP SCREW
10

Sediment Cup Cleaning
1. Turn the fuel valve to the
OFF position.
2. Remove the fuel
sediment cup. Do not
remove the O-ring.
Confirm the O-ring is
properly positioned and
in good condition.
Contact your authorized
Honda dealer if the
O-ring needs to be
replaced.
FUEL.
VALVE
ON OFF
Empty the contents of the I
sediment cup into a SEDIMENT CUP
suitable container. Clean
the fuel sediment cup with nonflammable solvent and dry it
thoroughly.
4. Reinstall the sediment cup and tighten securely.
REFUELING
This engine is certified to operate on unleaded gasoline with a pump
octane rating of 86 or higher.
We recommend refueling after each use to minimize the air present in
the fuel tank.
Refuel in a well -ventilated area with the engine stopped. If the engine
has been running, allow it to cool first. Never refuel the engine inside a
building where gasoline fumes may reach flames or sparks.
You may use regular unleaded gasoline containing no more than 10%
ethanol (E10) or 5% methanol by volume. In addition, methanol must
contain cosolvents and corrosion inhibitors. Use of fuels with content
of ethanol or methanol greater than shown above may cause starting
andlor performance problems. It may also damage metal, rubber, and
plastic parts of the fuel system. In addition, ethanol is hygroscopic,
which means it attracts and retains water in the fuel system. Engine
damage or performance problems that result from using a fuel with
percentages of ethanol or methanol greater than shown above are not
covered by warranty.
If your equipment will be used on an infrequent or intermittent basis
(more than 4 weeks before next use), refer to the Fuel section of the
STORAGE chapter (page 1 5) for additional information regarding fuel
deterioration.
Gasoline is highly flammable and explosive.
You can be burned or seriously injured when handling fuel.
Stop the engine and let it cool before refueling.
• Keep heat, sparks, and flames away.
Handle fuel only outdoors.
• Wipe up spills immediately.
Never use state or contaminated gasoline or an oillgasoline mixture.
Avoid getting dirt or water in the fuel tank.
To refuel, remove the fuel tank
cap, and fill the tank with
gasoline to the shoulder of the
filler neck. Refuel carefully to
avoid spilling fuel. Do not
overfill.
After refueling, tighten the fuel
tank cap securely.
Move the pump at least 10 feet
(3 meters) away From the
fueling source and site before
starting the engine.
FUEL CAP
MAX
FUEL
LEVEL
NOTICE
Fuel can damage paint and plastic. Be careful not to spill fuel when
filling your fuel tank. Damage caused by spilled fuel is not covered by
the DISTRIBUTOR'S LIMITED WARRANTY (page 22).
Fuel Storage Container
Store your gasoline in a clean, plastic, sealed container approved for
fuel storage. Close the vent (if equipped) when not in use, and store
the container away from direct sunlight. If it will take more than 3
months to use the fuel in the container, we suggest adding a fuel
stabilizer to the fuel when you fill the container.
11

PUMP MAINTENANCE
Pump Chamber Flushing
With the engine stopped, the pump case should be flushed after each
use to prevent sediment from building up in the case.
Disconnect the suction and discharge hoses.
2. Insert a garden hose into the suction side of the pump. Turn on the
water and thoroughly flush sediment out the discharge side.
SI
SI
C
H
3. After Flushing, lift the suction side of the pump and allow water to
drain out the discharge side.
Pump Hoses and Strainer
1. Check both hoses to make
sure they are not torn or
cracked. It is especially
important that there are no
tears in the suction hose.
Tears or air leaks on the
suction side will prevent the
pump from priming properly.
2. Inspect the suction hose
sealing washer to make sure
it is in good condition.
3. Inspect the strainer to be
sure it is not plugged or
damaged.
STRAINER
SEALING
WASHER
SUCTION
HOSE
Grease the Pump Connecting Rod
1. Remove the plastic
access plug.
2. Disconnect the spark
plug cap (page 10) and
pull the starter grip until
the grease fitting is
visible in the access
opening.
3. Wipe the grease fitting
clean to prevent dirt
from getting into the
bearing. Using a
manual grease gun,
pump one or two
strokes of N LG I #2
general purpose grease
into the bearing.
PLASTIC ACCESS
of 1Irx
4. Reinstall the access plug securely.
Pump Gear Box Oil Change
1. Run the engine for 10 minutes to warm up the gear box oil. Warne
oil drains quickly and completely.
2. Shut off the engine.
3. Remove the two 8 x 15 mm bolts and washers from the connecting
rod cover and remove the cover.
OIL FILLER CAPI
CONNECTING DIPSTICK
ROD COVER
Smm
WASHER (2)
S%15mm
BOLT (2)
4. Remove the drain bolt and drain the gear oil from the gear box.
OIL FILLER CAPI
DIPSTICK
UPPER LIMIT
LOWER LIMIT
WASHER
ASHER
......N BOLT
5. Replace the drain bolt washer and reinstall the drain Molt.
6. Fill the gear box to the upper limit on the oil filler cap/dipstick. Do
not overfill. Screw the dipstick in to measure the oil level.
Recommended oil: SAE BOW190 GI-5 Gear oil
i. Dispose of the used oil properly (page 8).
8. Reinstall the connecting rod cover.
NOTICE
Avoid getting gear oil on the diaphragm. Drain the oil into a drain
pan to prevent oil from running down the pump case onto the
diaphragm. if gear oil comes in contact with the diaphragm, the
diaphragm will be damaged.
Pump Gear Box Oil Check
With the pump cold and on a level surface, remove the oil filler
cap/dipstick. The oil level should be just below the UPPER LIMIT
mark on the dipstick. Screw the dipstick in to check the oil level.
12

Pump Clappet Valves
1. Disconnect the spark plug cap from the spark plug {page 3).
2, Turn the fuel valve lever to the OFF position (page 3).
3. Flush the pump chamber (page 12).
4. Lift the suction side of the pump and allow all the water to drain out
the discharge fitting.
5. Use a 19 mm wrench and remove the nuts and flat washers from
bath the suction and discharge ports.
NUT (4)
CLAPPET
(discharg•
FLAT
WASHER (4)
CLAPPET VALVE
6. Remove both ports. The clappet valves are directional, so when
removing the valves, note the water flow direction.
7. Inspect the ports, case sealing surfaces, and clappets for damage.
If the clappets are worn, torn, or damaged, replace them. If the
case sealing surface is damaged and cannot be cleaned, an
optional wear plate and gasket is available from your Honda water
pump dealer (page 21).
8. Install the clappet valves over the studs. On the discharge side,
install the flat side of the valve facing the pump housing. On the
suction side, install the flat side of the valve facing the port.
PORT DISCHARGE
PORT
N
CLAPPET
VALVE
PORT k TABS
Install both ports, making sure all clappet valve tabs are
positioned correctly.
10. Apply several drops of Hondalock 2 or equivalent thread lock to
the stud threads. Hand tighten the nuts, then torque evenly.
TORQUE: 20 ft-lb (27 N•m)
11. After tightening the nuts, insert a screwdriver into each port and
check clappet valve operation. Clappets should operate freely
and should sea] when released. If a clappet does not operate
properly, reinstall the clappet and recheck.
12. Run the pump and check for leaks.
Pump Diaphragm Disassembly
1. Disconnect the spark plug cap from the spark plug (page 3).
2. Drain the fuel tank (page 16). Flush the pump chamber (page 12).
3. Remove the plastic connecting rod cover (page 12).
Pull the starter grip to rotate the connecting rod to the down
position.
4. Remove the 4 nuts, washers, bolts, and the upper pump assembly
using a 19 mm wrench. Place the upper pump and engine
assembly to the side.
CRANK ARM
12x50mmt
BOLT (4) 1011
12 mm -I'
WASHER (8)
UPPER PUMP
ASSEMBLY
12 mm
NUT (4)
V
V
DIAPHRAGM
ASSEMBLY
LOWER CASE
5. Use a 17 mm wrench and remove the bolt securing the
connecting rod to the crank arm. Wipe the rod surface clean and
use a felt tip marker to mark the outside of the connecting rod for
reassembly.
*ROD
NYLON
WASHER
10x20mm
BOLT
CRANK
10 mm LOCK WASHER WASHER ARM
13

6. If the diaphragm is
un �.t� 12 mm
to be reused, mark
NUT (4)
the diaphragm to
CONNECTING O
)T\
allow it to be
ROD FLANGE
installed in the same
' ' 12 mm
position.
WASHER (4)
7. With a 19 mm
wrench, remove the
QlAPHRAGM SHOULDER
4 nuts securing the
I l
connecting rod to
the lower flange.
Remove the
diaphragm.
LOWER
FLANGE
8. Inspect the diaphragm for cracks, tears, or damage and replace it
if necessary.
Pump Diaphragm Reassembly
During reassembly, note the following:
• Apply several drops of Hondalock 2 or equivalent thread lock to the
bolt threads.
• To prevent pump case and/or diaphragm damage, follow the
torque sequence shown below.
Lei
W
TORQUE:
Start in one corner, increasing the amount of torque
118 to 114 turn each time around until the specified
torque is achieved.
Diaphragm flange nuts 35 ft-lb (47 N-m)
NOTICE
The pump case andlor diaphragm may be damaged if the torque
sequence is not followed or the nuts are overtightened.
1. Position the diaphragm between the connecting rod flange and the
lower flange, then install the nuts and washers. Note the
diaphragm shoulder on top.
2. Apply NLGI #2 general purpose grease to the connecting rod
bearing (page 12).
3. Rotate the crank arm to the bottom by pulling the starter grip.
Install the diaphragm and connecting rod into the pump case, then
install the connecting rod with the mark made during disassembly
facing out.
4. install the connecting rod with the hardware shown below and
torque the connecting rod bolt to 40 ft-lb (54 N-m).
NYLON
WASHER
WASHER
10 Inm
BOLTq
10 mm LOCK
WASHER
CRANK
i
ARM
5. Pull the starter grip slowly until the diaphragm pulls up against the
upper case stops.
UPPER CASE
STOP (4)
`i
i1�r � 71 1f�
DIAPHRAGM
UPPER
CASE
The crank arrn should be approximately at the angle shown below.
CRANK
ARM
6. Install the upper case assembly, making sure the diaphragm is
centered and not pinched between the case stops. Tighten the
hardware following the torque procedure shown.
Pump case bolts 35 ft-lb (47 N•m)
Connecting rod bolt 40 ft-lb (54 N-m)
7, Grease the pump connecting rod and install the connecting rod
cover (page 12).
8. Run and test the pump for correct operation.
14

TRANSPORTING
STORAGE
BEFORE LOADING
When transporting the pump, be sure to keep it upright. If the pump is
lilted or overturned, fuel may spill from the tank, which can result in a
fire hazard.
Allow the engine to cool before transporting the pump.
1. Turn the ignition
switch to the OFF
position.
2. Turn the fuel valve to
the OFF position.
3. Drain the pump
chamber (page 12).
4))
IGNITION
SWITCH
FUEL
VALVE
OFF
LOADING AND UNLOADING
9g
Roll the pump on a ramp or use a hoist connected to the lifting bracket
to load the pump on and off the transport vehicle.
Position the pump so it is level on the transport vehicle. Tie the pump
down with rope or straps attached to the frame, and place blocks in
front and behind the wheels to prevent rolling. Keep the tie -down rope
or straps away from the controls and carburetor.
STORAGE PREPARATION
Proper storage preparation is essential for keeping your pump trouble
free and looking good. To help keep rust and corrosion from impairing
your pumps function and appearance, and to make the engine easier
to start after storage, follow the instructions described in this section
to:
• Clean the pump and engine
• Drain or treat the fuel
• Change the oil and coat the engine cylinder
• Choose a storage location
Cleaning the Engine
Wash the engine by hand, and be careful to prevent water from
entering the air cleaner or muffler.
NpTICE
• Using a garden hose or pressure washing equipment can force
water into the air cleaner. Water in the air cleaner will soak the
filter and can enter the carburetor or engine, causing damage.
• Water contacting a hot engine can cause damage. if the engine
has been running, allow it to cool for at least half an hour before
washing.
Cleaning the Pump
1. Flush the pump chamber (page 12).
2. Wash the pump with a garden hose or other low pressure
equipment. Keep water away from controls and all other places
that are difficult to dry, as water may promote rust.
3. After washing, remove as much standing water as possible with a
dry cloth. Start the engine outdoors and let it run until it reaches
normal operating temperature to evaporate any water remaining
on the engine.
4. Stop the engine and allow it to cool.
5. After the pump is clean and dry, touch up any damaged paint, and
coat other areas that may rust with a light film of oil. Lubricate
controls with a silicone spray lubricant,
Fuel
Depending on the region where you operate your equipment, fuel
formulations may deteriorate and oxidize rapidly. Fuel deterioration
and oxidation can occur in as little as 30 days and may cause damage
to the carburetor andlor fuel system. Please check with your servicing
dealer for local storage recommendations.
Gasoline will oxidze and deteriorate in storage. Deteriorated gasoline
will cause hard starting, and it leaves gum deposits that can clog the
small passages in the fuel system. If the gasoline in your engine
deteriorates during storage, you may need to have the carburetor, and
other fuel system components, serviced or replaced.
The length of time that gasoline can be left in your fuel tank and
carburetor without causing functional problems will vary with such
factors as gasoline blend, your storage temperatures, and whether
the fuel tank is partially or completely filled. The air in a partially filled
fuel tank promotes fuel deterioration. Very warm storage
temperatures accelerate fuel deterioration. Fuel problems may occur
within a month of inactivity, or even less if the gasoline was not fresh
when you filled the fuel tank.
15

If you keep a container of gasoline for refueling, be sure that it
contains only fresh gasoline.
Engine Oil
1. Change the engine oil (page 8).
See 'AVOIDING FUEL-RELATEO PROBLEMS" on page 20 for a list
of recommended procedures to avoid fuel related problems.
Fuel system damage or engine performance problems resulting from
neglected storage preparation are not covered under the Distributor's
Limited Warranty (page 22).
Draining the Fuel Tank and Carburetor
1. Remove the carburetor drain screw with a 10 min wrench or
screwdriver, and drain the fuel into an approved gasoline container.
Gasoline is highly flammable and explosive.
You can be burned or seriously injured when handling fuel
Stop the engine and let it cool before handling fuel.
• Keep heat, sparks, and flame away.
• Handte fuel only outdoors.
• Wipe up spills immediately.
2. Turn the fuel valve to the ON position. This will allow Fuel in the fuel
tank to drain through the carburetor bowl.
FUEL VAt
GAS Ki
DRAIN SCREW
3. After all fuel has drained, reinstall the drain screw and gasket
4. Tura the fuel valve to the
OFF position.
5. Remove the fuel
sediment cup. Do not
remove the 0-ring.
Confirm the O-ring is
properly positioned and
in good condition.
Contact your authorized
Honda dealer if the
O-ring needs to be
replaced.
FUEL
VALVE
ON OFF
O-RING
6. Empty the contents of the SEDIMENT CUP
sediment cup into a
suitable container. Clean
the fuel sediment cup with nonflammable solvent and dry it
thoroughly.
7. Reinstall the sediment cup and tighten securely.
2. Check the air filter and clean as necessary (page S).
3. Remove the spark plug (page 10).
4. Pour a tablespoon (5 - 10 cc) of clean engine oil into the cylinder.
5. Slowly pull the starter grip a few times to distribute the oil in the
cylinder.
6. Reinstall the spark
plug.
7. Pull the starter grip
slowly until resistance
is felt. Continue
pulling slowly until the
arrow notch on the
starter pulley aligns
with the hole on the
recoil starter. Return
the starter grip gently.
This will close the
valves so moisture
cannot enter the
engine cylinder.
i:r6i111a
S1
PLACING IN STORAGE
If your pump will be stored with gasoline in the fuel tank and
carburetor, it is important to reduce the hazard of gasoline vapor
ignition. Select a well -ventilated storage area away from any
appliance that operates with a flame, such as a furnace, water heater,
or clothes dryer. Also avoid any area with a spark producing electric
motor, or where power tools are operated.
If possible, avoid storage areas with high humidity, because that
promotes rust and corrosion.
Unless all fuel has been drained from the fuel tank, leave the fuel
valve in the OFF position to reduce the possibility of fuel leakage.
Place the pump on a level surface. Tilting can cause fuel or oil
leakage.
With the engine and exhaust system cool, cover the pump to keep out
dust. A hot engine and exhaust system can ignite or malt some
materials.
Do not use sheet plastic as a dust cover. A nonporous cover will trap
moisture around the pump, promoting rust and corrosion.
REMOVAL FROM STORAGE
Check your pump as described in BEFORE OPERATION (page 3).
If the fuel was drained during storage preparation, fill the tank with
fresh gasoline. If you keep a container of gasollne for refueling, be
sure that it contains only fresh gasoline. Gasoline oxidizes and
deteriorates over time, causing hard starting.
If the cylinder was coated with oil during storage preparation, the
engine may smoke briefly at startup. This is normal.
16

TAKING CARE OF
TECHNICAL INFORMATION
UNEXPECTED PROBLEMS
Engine Will Not Start
Possible Cause
Correction
Ignition switch OFF
Turn the ignition switch ON
(page 6).
Fuel valve OFF
Turn the fuel valve ON (page 6).
Choke lever in the wrong
Move the choke lever to the
position
CHOKE position, unless the
engine is warm (page 6).
Throttle lever in the wrong
Move the throttle lever slightly to
position
the left (page 6).
Out of fuel
Refuel (page 11).
Bad fuel; pump stored
Drain the fuel tank and carburetor
without treating or draining
(page 16).
gasoline, or refueled with
Refuel with fresh gasoline
bad gasoline
(page 11).
Spark plug faulty, fouled, or
Gap or replace the spark plug
improperly gapped
(page 10).
Spark plug wet with fuel
Dry and reinstall the spark plug.
(flooded engine)
Fuel filter clogged,
Take the purnp to an authorized
carburetor malfunction,
Honda servicing dealer for repair.
ignition malfunction, valves
stuck, etc.
Pump Will Not Pump
Possible Cause
Correction
Strainer clogged
Clear strainer (page 5).
Restriction or foreign
material in pump casing
Clear restriction (page 5).
Suction hose clamps loose
Tighten hose clamps (page 5).
Suction hose sealing
washer not installed
Install suction hose sealing
washer (page 5).
Suction hose or suction
hose nipple face damaged
Replace damaged parts (page 5).
Suction head is too high
Locate pump at appropriate level
(page 19).
Pump requires priming
Prime the pump (page 5).
Debris under the clappet
valve or damaged clappet
valve
Remove debris or replace clappet
valve (page 13).
Diaphragm is torn
Replace diaphragm (page 13).
Pump still does not pump
Take the pump to an authorized
Honda servicing dealer for repair.
SERIAL NUMBER LOCATIONS
NUMBER
AND FRAME
SERIAL NUMBER
There are two serial numbers, one for the engine and one for the
frarne. Record the engine and frame serial numbers in the space
below. You will need these serial numbers when ordering parts and
when making technical or warranty inquiries.
Engine serial number:
Frame serial number:
Date of purchase:
CARBURETOR MODIFICATION FOR HIGH
ALTITUDE OPERATION
At high altitude, the standard carburetor air -fuel mixture will be too
rich. Performance will decrease, and fuel consumption will increase. A
very rich mixture will also foul the spark plug and cause hard starting.
Operation at an altitude that differs from that at which this engine was
certified, for extended periods of time, may increase emissions.
High altitude performance can be improved by specific modifications
to the carburetor. If you always operate your pump at altitudes above
5,000 feet (1,500 meters), have your servicing dealer perform this
carburetor modification. This engine, when operated at high altitude
with the carburetor modifications for high altitude use, will meet each
emission standard throughout its useful life.
Even with carburetor modification, engine horsepower will decrease
about 3.5% for each 1,000-foot (300-meter) increase in altitude. The
effect of altitude on horsepower will be greater than this if no
carburetor modification is made.
NOTICE
When the carburetor has been modified for high altitude operation,
the air -fuel mixture will be too lean for Pow altitude use. Operation at
altitudes below 5,000 feet (1,500 meters) with a modified carburetor
may cause the engine to overheat and result in serious engine
damage. For use at low altitudes, have your servicing dealer return
the carburetor to original factory specifications.
IVA

EMISSION CONTROL SYSTEM
Maintenance
Source of Emissions
The combustion process produces carbon monoxide, oxides of
nitrogen, and hydrocarbons. Control of hydrocarbons and oxides of
nitrogen is very important because, under certain conditions, they
react to form photochemical smog when subjected to sunlight. Carbon
monoxide does not react in the same way, but it is toxic.
Honda utilizes appropriate air/fuel ratios and other emissions control
systems to reduce the emissions of carbon monoxide, oxides of
nitrogen, and hydrocarbons. Additionally, Honda fuel systems utilize
components and control technologies to reduce evaporative
emissions.
The U.S. and California Clean Air Acts
U.S. EPA and California regulations require ail manufacturers to
furnish written instructions describing the operation and maintenance
of emissions control systems.
The following instructions and procedures must be followed in order to
keep the emissions from your Honda engine within the emissions
standards.
Tampering and Altering
NOTICE
Tampering is a violation of federal and California law.
Tampering with or altering the emissions control system may increase
emissions beyond the legal limit. Among those acts that constitute
tampering are:
• Removal or alteration of any part of the intake, fuel, or exhaust
systems.
• Altering or defeating the speed -adjusting mechanism to cause the
engine to operate outside its design parameters.
Problems That May Affect Emissions
If you are aware of any of the following symptoms, have your engine
inspected and repaired by your servicing dealer.
• Hard starting or stalling after starting
• Rough idle
Misfiring, backfiring under load, or afterburning
• Black exhaust smoke or high fuel consumption
Replacement Parts
The emissions control systems an your new Honda engine were
designed, built, and certified to conform with EPA and California
emissions regulations. We recommend the use of genuine Honda
parts whenever you have maintenance done. These original -design
replacement parts are manufactured to the same standards as the
original parts, so you can be confident of their performance. The use
of replacement parts that are not of the original design and quality
may impair the effectiveness of your emissions control system.
A manufacturer of an aftermarket part assumes the responsibility that
the part will not adversely affect emissions performance. The
manufacturer or rebuilder of the part must certify that use of the part
will not result in a failure of the engine to comply with emissions
regulations.
Follow the MAINTENANCE SCHEDULE on page 7. Remember this
schedule is based on the assumption that your machine will be used
for its designed purpose. Sustained high -load or high -temperature
operation, or use in unusually wet or dusty conditions, will require
more frequent service.
AIR INDEX
An Air Index Information hang tagllabel is applied to engines certified
to an emission durability time period in accordance with the
requirements of the California Air Resources Board.
The bar graph is intended to provide you, our customer, the ability to
compare the emissions performance of available engines. The lower
the Air Index, the less pollution.
The durability description is intended to provide you with information
relating to the engine's emission durability period. The descriptive
term indicates the useful life period for the engine's emission control
system. See your EMISSION CONTROL SYSTEM WARRANTY
(page 23) for additional information.
Descriptive Term
Applicable to Emission
Durability Period
Moderate
50 hours (0-80 cc inclusive)
125 hours (greater than 80 cc)
Intermediate
125 hours (0--80 cc inclusive)
250 hours (greater than 80 cc)
Extended
300 hours (0-80 cc inclusive)
500 hours (greater than 80 cc)
1000 hours (225 cc and greater)
SPECIFICATIONS
Dimensions and Weight
Model
W DP30XK2AT
Description code
WZCA
Length x Width x Height
[with handlebar over engine]
31.5 x 30.5 x 25.7 in
(800 x 775 x 654 mm)
Dry weight
163 Ibs (73.9 kg)
Engine Design and Performance
Model
GX 120T2QX2
Engine type
4-stroke, overhead-valve,
single cylinder
Displacement
[bore x stroke]
7.2 cu in (118 cc)
[2.4 x 1.7 in (60 x 42 mm))
Oil capacity
0.6 qt (0.6 Q
Fuel capacity
0.53 US gat (2.0 L)
Cooling system
Forced air
Ignition system
Transistorized magneto
PTO shaft direction
Counterclockwise
18

Pump
Pump Performance Curve
Pump type
Diaphragm with spring -type
connecting rod
Suction port diameter/thread type
3 in/NPT
Discharge port diameter/thread
type
Maximum total head
50 ft (15 m)
Maximum suction head (dry)
16 ft (4.9 m)
Maximum suction head (after
priming pump housing)
24 ft (7.3 m)
Maximum discharge capacity
80 gpm (303 Llmin)
Self -priming time
20 sec at 20 ft (6.1 m)
Maximum solid size
2.4 in (60 mm)
Diaphragm
Neoprene with nylon cloth
Valves
Neoprene with cast iron
inserts
Gear Box
Pump operating
frequency
73 strokeslmin.
Gear reduction
43A
Pump stroke
2.77 in (70.4 mm)
Gear box ail capacity
0.8 qt (0.8 L)
Maintenance
Unleaded gasoline
Fuel
with a pump octane
See page 11
rating of 86 or higher
Engine oil
SAE 10W-30
API SJ, or later
See page 8
Gear box oil
SAE 80090 GL5
See page 12
gear oil
Spark plug type
NGK— BPR6ES
DENSO— W20EPR-U
See page 10
Maximum governed
3,000 — 3,150 rpm
speed
Tune-up
Spark plug gap
0.028 -- 0.031 in
See page 10
(0.70 -- 0.80 mm)
Carburetor idle speed
1,400 +j o0 rpm
See page 10
Intake:
See your
Valve clearance
0.15 ± 0.02 mm
authorized
(cold)
Exhaust:
Honda servicing
0.20 ± 0.02 mm
dealer
Other specifications
No other adjustments needed
This graph shows the relationship between the pump discharge
capacity and the total dynamic head, based on clear water at sea
level. As you increase the total head, the discharge capacity will
decrease.
Total Head (ft.)
60 1 1
50
011
iDE
Or
0
W D P30X
10 20 30 40 50
Discharge Capacity (gpm)
Wiring Diagram
IGNITION
CONTROL
MODULE
SPARK BI �
PLUG Y
0
OIL
LEVEL o
SWITCH
60 70 80
BI
BLACK
Y
YELLOW
R
RED
19

AVOIDING FUEL -RELATED PROBLEMS
When properly maintained, your Honda pump should provide years of trouble -free operation. This includes the fuel system. However, gasoline
can quickly deteriorate (in as little as 30 days) causing starting or running problems and, in some cases, damage to the fuel system. Most
fuel -related problems can be avoided by following the precautions listed below. Fuel system damage and engine performance problems
resulting from deteriorated gasoline are not covered by the DISTRIBUTOR'S LIMITED WARRANTY (see page 22).
Follow These Precautions to Prevent Most Fuel -Related Problems
During the Normal Season Reason
Do not use, gasoline containing more than 10% ethanol (Ell0). Not
Higher levels of ethanol in gasoline attract water, and can corrode or
all automotive gasoline is safe to use in your pump,
damage the fuel system and cause performance problems.
Store gasoline in a clean, plastic, sealed container approved for fuel
A plastic container eliminates the risk of rust and metallic
storage.
contaminants from a metal container entering the fuel system.
Store your fuel supply container away from direct sunlight; if the
Gasoline will deteriorate faster when exposed to air and sunlight.
container has a vent, keep it closed.
Purchase only enough gasoline to last for 1 to 2 months (about 30 to
Gasoline deteriorates with age so try to avoid storing It for long
60 days).
periods, especially in summer heat.
If you purchase enough gasoline to last for more than 60 days, add
Fuel stabilizer will extend the shelf life of gasoline, but it will not
a fuel stabilizer to your storage container when you fill it.
reconstitute stale fuel.
Keep your pump's fuel tank full of fresh fuel when not in use. Turn
If the fuel tank is only partially filled, air in the tank will promote fuel
the fuel valve OFF,
deterioration.
3 to 4 Weeks Before Next Use Reason
Keep your pump's fuel tank full of fresh fuel when not in use. Turn
the fuel valve OFF,
If the fuel tank is only partially filled, air in the tank will promote fuel
deterioration.
9 to 3 Months Before Next Use Reason
If you did not add Fuel stabilizer to your fuel storage container when
If the fuel tank is only partially filled, air in the tank will promote fuel
you filled it up, fill your pump's fuel tank with fresh gasoline.
deterioration.
Add fuel stabilizer to the pump's fuel tank according to the stabilizer
Fuel stabilizer will extend the life of gasoline, but it will not
manufacturer's instructions.
reconstitute stale gasoline.
Run the engine outdoors for 10 minutes.
To make sure treated gasoline has replaced untreated gasoline
throughout the fuel system.
More Than 3 Months Before Next Use Reason
Drain the fuel tank into an approved container, and then run the All fuel stabilizers have a shelf life. It is good practice to empty the
engine until the engine stops. Do not allow gasoline to remain in fuel system for long term Inactivity.
your pump for more than 3 months of inactivity.
We recommend Pro Honda Fuel Stabilizer, that has improved formulation with added corrosion protection (page 21).
20

CONSUMER INFORMATION
DEALER LOCATOR INFORMATION
REPLACEMENT PARTS,
OPTIONAL EQUIPMENT, AND SERVICE ITEMS
Contact an authorized Honda servicing deafer to purchase any of
these (or other) genuine, original Honda items for your pump.
Replacement Parts
Item
Part Number
Notes
Spark plug
98079-56876
NGK (brand) BPR6ES
Air filter
1721 O-ZEO-505
Complete element
Optional Equipment
Item
Part Number
Notes
Spark
18355-ZE1-000
Arrester
arrester
90055-ZE1-000
Screw
Pin lug
124030-1148-PINKT
Each kit includes:
hose kit
20' suction hose,
hose,
50'Camlock
Steel strainer (318" hole)
Steel
hose kit
124030-1148-CLKT
No -Spill gas
06176-1450C
5 gal
can
Wearplate
Q14-0000-065WP
Stainless steel
wearplate and paper
gasket (2 wearplates
Gasket
Q14-0000-055P
and gaskets required)
Service Items
Item
Part Number
Notes
SAE 1 OW-30
08207-10W30
Honda Genuine
engine oil
recommended oil
Fuel
08732-0800
For long term storage
stabilizer
C3 o
❑:
To find an Authorized Honda Servicing Dealer anywhere in the United
States:
Visit our website:
powerequipment.honda.com and click on Find a Dealer.
CUSTOMER SERVICE INFORMATION
Honda Power Equipment dealership personnel are trained
professionals. They should be able to answer any question you may
have. If you encounter a problem that your deafer does not solve to
your satisfaction, please discuss it with the dealership's management.
The Service Manager or General Manager can help. Almost all
problems are solved in this way.
If you are dissatisfied with the decision made by the dealership's
management, contact the Honda Power Equipment Customer
Relations Office. You can write:
American Honda Motor Co., Inc.
Power Equipment Division
Customer Relations Office
4900 Marconi Drive
Alpharetta, GA 30005-8847
Or telephone: [phone] M-F, 8:30 a.m. - 7:00 p.m. ET
When you write or call, please give us this information:
• Model and serial numbers (page 17)
• Name of the dealer who sold the pump to you
• Name and address of the dealer who services your pump
Date of purchase
• Your name, address, and telephone number
A detailed description of the problem
Honda Publications
These publications give you additional information for maintaining and
repairing your pump.
Shop Manual —This manual covers complete maintenance and
overhaul procedures. It is intended to be used by a skilled technician.
Available through your Honda dealer or visit
powerequipment.honda.com and click on Product Support and then
Shop Manuals.
Parts Catalog —This manual provides complete illustrated parts lists
and is available through your Honda dealer.
Accessories Catalog
Your authorized Honda power equipment dealer offers a wide
selection of accessories to make your pump even more useful.
Visit powerequipment,honda.com and click on Accessories and then
Pumps to see the entire catalog of accessories.
Especially popular accessories include:
Suction and discharge hoses
Strainers
Couplers and gaskets
Frequently Asked Questions
0 � The Honda Power Equipment web site provides
additional information for users of Honda power
equipment. Visit powerequipment.honda.com and
(] , click on FAQs or scan the QR code shown.
21

DISTRIBUTOR'S LIMITED WARRANTY
specific legal rights, and you may also have other rights which vary from state to
state,
Honda Power Equipment
This warranty is limited to the following Honda Power Equipment products when
distributed by American Honda Motor Co., Inc., Power Equipment Division, 4900
Marconi Drive, Alpharetta, Georgia 30005.8847. The following warranty applies to
products purchased at rate11 or placed 1n rental service on or aRer January 1, 2010.
PRODUCTS COVERED LENGTH OF WARRANTY
BY THIS WARRANTY (from date of original retail purchase)
PRIVATE COMMERCIAL/
RESIDENTIAL{il RENTALIINSTITUTIONAL
WDP30X 36 months 36 months
t1i Private residential: Used In maintaining owner's primary andlor secondary residence.
Any other use, including but not limped to Informal "for hire" use, is considered
comma rciallrentalfinslilutional use.
To Qualify for This Warranty:
The product must be purchased in the United States, Puerto Rico, or the U.S. Virgin
Islands from American Honda or a dealer authorized by American Han do to sell
those products. This warranty applies to Hirst retail purchaser and each subsequent
owner during the applicable warranty time period, unless noted otherwise.
What American Honda WiII Repair or Replace Under Warranty:
American Honda will repair or replace, at its option, any part that is proven to be
defective in material c r workm a nsh ip under normal use during the applicable
warranty time period. Warranty repairs and replacements will be made without
charge for parts or labor. Anything replaced underwarranty becomes lha property of
American Honda Motor Co., Inc. All parts replaced urid erwarranty wi€1 be
considered as part of the original product, and any warranty on those parts will
expire coincident with the original product warranty.
To Obtain Warranty Service:
You must, at your expense, take the Honda Power Equipment product, accessory,
replacement part, apparel, or the power equipment on which the
accessary or replacement part is installed, and proof of purchase to any Hand a
Power Equipment dealer in the United States, Puerto Rlco, or the
U.S. Virgin Islands who is authorized to sell andlor service chat product, during the
dealer's normal business hours. To locate a dealer near you, visit
our web site at PowerEquipment.Honda.com and click on Find a Dealer.
If you are unable to obtain warranty service or are dissatisfied wllh the warranty
service you receive, contact the owner of the dealership involved;
normally this wi11 resolve the problem. However, if you should require further
assistance, write or call the Power Equipment Customer Relations Department of
American Honda Motor Co., Inc. See "CUSTOMER SERVICE INFORMATION" on
page 21.
Exclusions
1. Any damage or deterioration resulting from the following:
Neglect of the periodic maintenance as specified in this manual
Improper repair or maintenance
- Operating methods other than those indicated In the product owner's manual
- Increasing engine speed beyond factory specification
- The use of non -genuine Honda parts, accessories, lubricants, and Ruids other
than those approved by Wanda
- Exposure of the product to soot and smoke, chemical agents, bird droppings,
sea water, sea breeze, salt a other environmental phenomena
- Coll isian, fuel contamination or deterioration, neglect, unauthorized alteration,
misuse, incorporation or use of unsuitable attachments or parts
_ NarmaI wear and tear (including, but not limited to, normal fading of painted or
plated surfaces, sheet peeling, and other natural deterioration)
2. Consumable parts: Honda does not warrant parts deterioration due to normal
wear and tear. The following parts are not covered by warranty (unless they are
needed as a part of another warranted repair): spark plug, fuel filter, air cleaner
element, clutch disc, tire, wheat bearing, recall starter rope, cabia, belt, cutter
blade, oil, and grease.
3. Cleaning, adjustment, and normal periodic maintenance work (carburetor
cleaning, engine oil draining, blade sharpening, belt and cable adjustments).
4. Any product that has ever been declared a total loss or so[d for salvage by a
financial institution or insurer.
5. Au gar and paddle assemblies of snow throwers, tiller tines of roto-tillers, inower
blades and mower deck housings, are specifically not warranted against impact
damage, including but not limited to, abrasive damage.
Disclaimer of Consequential Damage and Limitation of Implied
Warranties:
American Han do disclaims any responsibility for loss of time or use of the product,
transportation, commercial loss, or any other incidental or consequential damage.
Any implied warranties are limited to the duration of this written limited warranty.
Some states do not allow limitations on how long an implied warranty lasts andlor
do not allow the exclusion or limitation of incidental or consequential damages, so
the above exc[usions and IImIlations may not apply to you. This warranty gives you
Honda Parts, Accessories, and Apparel
This warranty is limited to Honda Power Equipment parts, accessories, and apparel
when distributed by American Honda Motor Co., Inc., 4900 Marconi Drive,
Alpharetta, Georgia 30005.8847.
PRODUCTS COVERED
BY THIS WARRANTY
LE F WARRANTY
(from date of original retail purchase)
RESIDENTIAL
RENTAL/
INSTITUTIONAL
Parts
6 months
3 months
Accessories
12 months
3 months
Apparel
6 months
3 months
To Qualify for This Warranty:
1. The parts, accessories, or apparel must be purchased from American Honda or
a dealer authorized by American Honda to sell those products in the Uniled
Slates, Puerto Rica, and the U.S. Virgin Islands. Parts and Accessories must be
purchased for installation on original Honda equipment or engines to be eligible
for warranty coverage. Installing parts and accessories on non -Honda products
or engines voids this warranty.
2. You must be the first retail purchaser. This warranty Is not transferable to
subsequent owners.
What American Honda Will Repair or Replace Under Warranty:
American Honda will repair or replace, at its option, any Honda Power Equipment
parts, accessories, replacement parts, or apparel that are proven to be defective In
material or workmanship under normal use during the appilcable warranty lime
period. Anything replaced underwarren ty becomes the property of American Hand
Motor Co., Inc. The warranty on all parts, accessories, and apparel replaced under
warranty will expire coincident with the original warranty on Ilia replaced parts,
accessories, or apparel.
Parts and accessories Installed by a dealer who Is authorized by American Honda to
sell them wi11 be repaired or replaced under warranty without charge Tor parts or
labor. If installed by anyone else, parts and accessories will be repa[red a replaced
under warranty without charge for parts, but any labor charges will be the
responsibility of the purchaser.
Apparel will be repaired or replaced under warranty without any charge.
To Obtain Warranty Service:
You must, at your expense, take the Honda Power Equipment part, accessory,
apparel a the Honda Power Equipment on which the part or accessory is installed,
and proof of purchase to any Honda Power Equipment dealer 1n the United States,
Puerto R1co, or the U.S. Virgin Islands who is autharized to sel€ that product, during
the dealer's normal business hours. To locate a deafer near you, visit our web site at
PowerEquipment.Han da.com and click on Find a Dealer.
If you are unable to obtain warranty service or are dissatisfied with the warranty
service you receive, contact the owner of the dealership involved; normally this will
resolve the problem. However, if you should require further assistance, write ar call
the Power Equipment Customer Relations Department of American Honda Motor
Co., Inc. See "CUSTOMER SERVICE INFORMATION' on page 21.
Exclusions:
Thls warranty does not extend to parts, accessories, a apparel affected or
damaged by call lsion, normal wear, use in an application for which the product was
not designed or any other misuse, neglect, incorporation or use of unsuitable
attachments or parts, unauthorized alteration, improper InslaIlation, or any causes
other than defects in material or workmanship of the product. Installing parts and
accessories on non -Honda products or engines volds this warranty.
Disclaimer of Consequential Damage and Limitation of Implied
Warranties:
American Honda disclaims any respans ihiIity far loss of time or use of the product,
or the power equipment on which the product Is installed, transportation,
commercial lass, or any other incidental or consequential damage. Any Implied
warranties are limited to the duration of this written warranty. Some stales do not
allow limitations on how long an implied warranty lasts andlor do not allow the
exclusion or limitation of incidental or consequential damages, so the above
exclusions and limitations may not apply to you.
This warranty gives you specific legal rights, and you may also have other rights
which vary from state to state. PWL50623-V
22

EMISSION CONTROL SYSTEM WARRANTY
Your new Honda Power Equipment engine complies with the U.S. EPA and
State of California (models certified for sale In California only) emission
regulations. American Honda Motor Co., Inc. provides the emission warranty
coverage for engines in the United States and its territories. In the remainder of
this Emission Control System Warranty, American Honda Motor Co., Inc., will
be referred to as Honda.
YOUR WARRANTY RIGHTS AND OBLIGATIONS:
CALIFORNIA
The California Air Resources Board and Honda are pleased to explain the
emission control system warranty on your 2017 and later Honda Power
Equipment engine. In California, new spark -ignited small off -road equipment
engines must be designed, built, and equipped to meet the state's stringent
anti -smog standards. Specific Honda products that do not meet the California
emissions regulations can be identified by a "Not for sale in California" decal.
OTHER STATES AND U.S. TERRITORIES
In other areas of the United States, your engine must be designed, built, and
equipped to meet the U.S. EPA emission standards for spark -ignited engines
at or below 19 kilowatts.
ALL OF THE UNITED STATES
Honda must warrant the emission control system on your power equipment
engine for the period of time listed below, provided there has been no abuse,
neglect, or improper maintenance of your power equipment engine. Where a
warrantable condition exists, Honda will repair your power equipment engine at
no cost to you including diagnosis, parts, and labor.
Your emission control system may include such parts as the carburetor or fuel
injection system, the ignition system, and catalytic converter. Also included
may be hoses, connectors, and other emission -related assemblies (see the
adjacent column for additional covered parts).
OWNERS WARRANTY RESPONSIBILITY!
As the power equipment engine owner, you are responsible for completing all
required maintenance listed in your owner's manual. Honda recommends that
you retain all receipts covering maintenance on your power equipment engine,
but Honda cannot deny warranty coverage solely for the lack of receipts or for
your faliure to ensure that all scheduled maintenance has been completed.
As the power equipment engine owner, you should however he aware Honda
may deny you warranty coverage if your power equipment engine or a part has
failed due to abuse, neglect, improper maintenance, or unapproved
modifications.
You are responsible for presenking your power equipment engine to a Honda
Power Equipment dealer as soon as a problem exists. The emission related
warranty repairs should be completed in a reasonable amount of time, not to
exceed 30 days.
If you have any questions regarding your emission warranty rights and
responsibilities, you should contact the Honda office in your region:
American Honda Motor Co., Inc.
Power Equipment Customer Relations
4900 Marconi Drive
Alpharetta, Georgia 30005-8847
Telephone: [phone]
Email: powerequipmentemisslonsQahm.honda.com
WARRANTY COVERAGE:
Honda power equipment engines sold in the United States are covered by this
warranty for a period of two years from the date of delivery to the original retail
purchaser or the length of the Honda Distributor's Limited Warranty, whichever
is longer. This warranty is transferable to each subsequent purchaser for the
duration of the warranty period.
If any emission -related part on your engine is defective, the part will be repaired
or replaced by Honda without charge for diagnosis, parts, or labor. All defective
parts replaced under this warranty become the property of Honda. Only Honda
approved replacement parts may be used in the performance of any warranty
repairs and must be provided without charge to the owner. A list of warranted
parts is on the adjacent column of this warranty statement. Normal maintenance
Items, such as spark plugs and filters, that are on the warranted parts list are
warranted up to their required replacement interval only.
Honda will also replace other engine components damaged by a failure of any
warranted part during the warranty period.
Honda cannot deny coverage under the emission warranty solely for use of
non -Honda replacement parts or service performed at a Iocatian other Phan an
authorized Honda dealership; however, use of a part that is not functionally
identical to the original equipment part in any respect that may in any way
affect emissions (including durability) could result in denial of coverage. If such
a non -Honda replacement part is used in the repair or maintenance of your
engine, and an authorized Honda dealer determines it is defective or causes a
failure of a warranted part, your claim for repair of your engine may be denied.
If the part in question is not related to the reason your engine requires repair,
your claim will not be denied.
TO OBTAIN WARRANTY SERVICE:
You must, at your own expense, take your Honda Power Equipment engine or
the product on which it is Installed, along with your sales registration card or
other proof of original purchase date, to any Honda Power Equipment dealer
who Is authorized by Honda to sell and service that Honda product during their
normal business hours. Claims for repair or adjustment found to be caused
solely by defects in material or workmanship will not be denied because the
engine was not properly maintained and used.
If you are unable to obtain emission warranty service or are dissatisfied with
the warranty service you received, contact the owner of the dealership
Involved. Normally this should resolve your problem. However, if you require
further assistance, contact the Honda office in your region. Refer to adjacent
column for contact information.
EXCLUSIONS:
Failures other than those resulting from defects in material or workmanship are
not covered by this warranty. This warranty does not extend to emission control
systems or parts that are affected or damaged by owner abuse, neglect,
improper maintenance, misuse, misfuelinM improper storage, collision, the
incorporation of, or use of, unsuitable attachments, or the unauthorized
alteration of any part.
This warranty does not cover replacement of expendable maintenance items
made In connection with required maintenance service after the item's first
scheduled replacement as listed in the maintenance section of the product
owner's manual, such as: spark plugs and filters.
DISCLAIMER OF CONSEQUENTIAL DAMAGE AND LIMITATION
OF IMPLIED WARRANTIES,
American Honda Motor Co., Inc, disclaims any responsibility for incidental or
consequential damages such as foss of time or the use of the power equipment,
or any commercial loss due to the failure of the equipment; and any Implied
warranties are limited to the duration of this written warranty. This warranty is
applicable only where the California and U.S. EPA emission control system
warranty regulation is in effect.
SYSTEMS COVERED
PARTS
BY THIS WARRANTY:
DESCRIPTION:
Fuel Metering
Carburetor assembly (includes starting
enrichment system), oxygen sensor, Throttle
body, Engine temperature sensor, Engine control
module, Fuel Injector, Fuel regulator, Intake
manifold
Evaporative
Fuel tank, Fuel cap, Fuel hoses, Vapor hoses,
Carbon canister, Canister mounting brackets,
Fuel strainer, Fuel valve, Fuel pump, Fuel hose
joint, Canister purge hose Joint
Exhaust
Catalyst, Exhaust pipe, Muffler (with catalyst)
Air Induction
Air filter housing, Air filter element'
Ignition
Flywheel comp., Flywheel magneto, Ignition pulse
generator, Crankshaft position sensor, Power coil,
Ignition coil assembly, Ignition control module,
Spark plug cap, Spark plug"
Crankcase Emission Control
Crankcase breather tube, Breather valve
assembly, Oil filler cap
Miscellaneous Parts
Tubing, fittings, seals, gaskets, and clamps
associated with these listed systems.
Note: This list applies to parts supplied by Honda and does not cover parts
supplied by the equipment manufacturer. Please see the original
equipment manufacturer's emissions warranty for non -Honda parts.
Covered up to the first required replacement only. See the Maintenance
Schedule on page 7. PWL50975-S
PAI

The Lane Construction Corporation
NCDOT Contract # C204163
Appendix 9
DGS Management Plan
WWTP and Pump and Haul Approval to Dispose of DGS Water
Under this cover is the letter confirming that the City of Statesville, Fourth Creek WWTP located at 693
Bell Farm Road will accept the wastewater from the 1-40/1-77 DGS management system. The letter is
signed by Andy Smith, the operations manager of the Water Resources Department.
Also included, is an email correspondence between Wes Bell (NCDEQ Division of Water Resources) and
Casey Hurley (Lane Construction) granting permission to pump and haul industrial wastewater to a
WWTP under permit 15A NCAC 02T .0203(a)(2).

i
lane .1101,
May 22, 2023
North Carolina Department of Environmental Quality
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Attn: Wes Bell
Sr. Environmental Specialist
Ref: 1-40/1-77 Design Build, 1-3819B/U-6039
Iredell Co., NC
NCDOT Contract No. 204163
Request for approval to Pump and Haul Industrial Wastewater
Mr. Bell,
6125 Tyvola Centre Drive
Charlotte, NC 28217
(704)-679-0503 Phone
(704)-553-6598 Fax
Letter #105
As you are aware, Lane Construction is rebuilding the 140/177 Interchange in Statesville, NC. As part of the
project, we will be grinding to smooth the new concrete pavement. During this grinding operation, we will create
a slurry which is a mixture of the ground concrete and water. We have been working with NCDEQ (Nathaniel
Thornburg's office) to obtain a modification to general permit no: WQ0035749 that will allow us to process this
slurry within the limits of the project itself.
Our process will take the ground concrete slurry and deposit it into a lined containment basin. The slurry will be
allowed to separate in this basin; the solids will settle and the water will rise. We will then skim water from the
top of the basin into pump it into a series of evaporation basins where it will be allowed to settle further. Water
that makes its way to the final basin will become available for reuse in our grinding operation.
The key to our operation is to successfully manage the water. Upon completion of the project, we need the
ground concrete to have dried sufficiently enough that it may be buried as beneficial fill. As part of the
dewatering process, truckloads of surplus water will be taken from our final basin to the Statesville Wastewater
Treatment Plant located at 693 Bell Farm Road.
The water will be transported in Lane's 5k gallon project water truck which will travel from the project via US64 to
Bell Farm Road. The distance between the point where the truck is loaded to the point designated for the water
to be dropped is approximately 6 miles. We have estimated the total quantity of water to be in the range of 500-
750k gallons.
Lane has discussed this process with Mr. Andy Smith, Operations Director of the Statesville WWTP. Attached is
a letter from Mr. Smith confirming that the WWTP is capable and willing to accept Lane's surplus water.
It is requested that you review this information and issue Lane Construction approval to pump and haul this
industrial wastewater from the project to the Statesville WWTP. As you and I have discussed previously, this
wastewater contains no domestic waste, and it is not classified as hazardous.
If you have any questions or should you require any additional information, please do not hesitate to contact me
at [phone].
Sincerely,

The Lane Construction Corporation
CaseyP. Digitally signed by
Casey P. Hurley
_Hurley _ Date: 2023.05.22
Casey P. Hurley, PE, PLS
Project Director

'i CITYf k®",.
taf NA
NOR7li CRROLIN1l
May 1911, 2023
Casey Hurley, PE, PLS
Project Manager
The Lane Construction Corporation
RE: Wastewater from I40/177 Project
Dear Mr. Hurley
This letter is to confirm that the City of Statesville, Fourth Creek WWTP located at 693 Bell Farm
Road will accept the wastewater from the I401177 Project containment ponds. The Fourth Creek W WTP is
fully capable of accepting the estimated 500-75Ok gallons of wastewater to be hauled and dumped at our
facility.
The COS received a prelfin inary samp€e of the wastewater so that we could establish a base line for the
upcoming samples to be delivered. The results of the provided sample were well within acceptable results.
The COS will accept no more than 2 loads of wastewater per week c@ 5,000 gallons per load with an
estimated total of 1 Ok gallons per week.
The COS Fourth Creek staff will sample each truck before onsite dumping. The COS staff will compare all
the forthcoming samples to the initial baseline sample for reference. The COS reserves the right to reject all
future dumping of the referenced wastewater if the previous samples are outside of the normal Industrial
Pre -Treatment standard limits.
The COS will charge a flat fee of $6015,000-gallon load. This is an Administrative/Sampling fee. The COS
gill provide an invoice and sample results to the Lane Construction Corporation for each sample pulled.
The COS will retain a copy of all sample results for future reference.
If you need more information regarding this issue, please contact me at 704-878-3438.
Sincerely, _
Andy Smith
Operations Manager
Water Resources Department
PO Box 1111 • Statesville, NC 28687 • ci.statesville.nc.us

From: Bell, Wes <wes.bell @deq.nc.gov>
Sent: Tuesday, May 23, 2023 7:56 AM
To: Hurley, Casey P. <[e-mail]>
Cc: Pitner, Andrew <[e-mail]>; [e-mail]; Schutte, Maria <[e-mail]>
Subject: RE: [External] Wastewater from 140/177 Project
This Message Is From an External Sender
This message came from outside your organization.
Please be aware that this email is from an external sender. If you do not know this sender or are not familiar with why this sender
is contacting you please contact the Lane Helpdesk
Thankyou
Good Morning Mr. Hurley,
The MRO received your email/letter on May 22, 2023, regarding pump and haul activities for industrial wastewater from
the concrete slurry dewatering system located at the 1-40/1-77 construction project (NCDOT Contract No. 204163) in
Iredell County. Based on a review of the information submitted, the MRO is satisfied that this meets the criteria for
being deemed permitted under 15A NCAC 02T .0203(a)(2).
Should you have any questions, feel free to contact me.
Wes
Wes Bell
Env. Specialist II
Mooresville Regional Office
Water Quality Regional Operations Section
NCDEQ-Division of Water Resources
[phone] Office
[phone] Office Direct Line
Email: [e-mail]
610 East Center Avenue
Suite 301
Mooresville, NC 28115
From: Hurley, Casey P. <[e-mail]>
Sent: Monday, May 22, 2023 7:29 AM

To: Bell, Wes <wes.bell @deg.nc.gov>
Cc: Pitner, Andrew <[e-mail]>; Johnson, Justin T <[e-mail]>
Subject: [External] Wastewater from 140/177 Project
Mr. Bell —
Per our conversation last week, please see the attached letter requesting approval for Lane Construction to pump and
haul industrial wastewater from the 140/177 Interchange Reconstruction Project to the Statesville WWTP.
Let me know if you have any questions or if I can provide you with further details.
Thank you again for your help.
Thanks,
Lane er",
Casey P. Hurley, PE, PLS
Project Manager
O 704-252-5801
M 919-279-7264
CPHurley(cDlaneconstruct.com
The Lane Construction Corporation
1203 Free Nancy Ave.
Statesville, NC 28677
www.laneconstruct.com
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.