WM0501352_Application_20190502

Groundwater Management Associates, Inc.
4300 Sapphire Court, Suite 100
Greenville, North Carolina 27834
Telephone: [phone]
www.gma-nc.com

The Groundwater Experts
May 2, 2019

Mr. Rick Bolich
NCDEQ-Division of Water Resources
1628 Mail Service Center
Raleigh, North Carolina 27699

Re: Monitoring Well Construction Permit Application (GW-22MR form)
NCDOT Site No. 11, 2800 East Peedin Road, Smithfield, North Carolina

Dear Mr. Bolich:

Groundwater Management Associates, Inc. (GMA) is assessing chlorinated aliphatic compound
contamination in Smithfield, Johnston County, on behalf of NCDOT. One application to construct a
nested well pair composed of one shallow monitoring well (11-MW17) and one deep monitoring well
(11-MW17D) is attached, as well as the right-of-way (ROW) encroachment agreement (R/W 16.1)
signed by the North Carolina Department of Transportation (NCDOT).

Both wells will be of Type II construction. The shallow monitoring well will be cased and screened to a
depth of 20 feet, and the deep monitoring well will be cased and screened to a depth of 50 feet. A
topographic map, a map of the existing and proposed new monitoring wells, and schematics of the
proposed well construction are attached. Please call (252)-758-3310 if you have questions or concerns.
Please send a copy of the well construction permit to me at 4300 Sapphire Court, Suite 100, Greenville,
North Carolina.

Sincerely,
GMA

Katie T. Hackney, PG
Senior Hydrogeologist

Enclosures: 1 Well Permit Application including: Property and Monitoring Well Location Maps,
Monitoring Well Construction Diagrams, and the NCDOT Encroachment Agreement.

cc: NCDOT Attn: Jason Prosser (Environmental Roadside Unit)
Carolina Soil Investigations, LLC (Well Contractor)
Z:\GMA\1605xx-NCDOT\160501-Site#11_Smithfield\WC PermitWCPermitCover_20190502.docx
FOR OFFICE USE ONLY

PERMIT NO. ISSUED DATE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING OR RECOVERY WELL SYSTEM
PLEASE TYPE OR PRINT CLEARLY

In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto,
application is hereby made for a permit to construct monitoring or recovery wells.

1. Date: May 1, 2019

2. County: Johnston County

3. What type of well are you applying for? (monitoring or recovery): monitoring

4. Applicant: NCDOT Jason Prosser (Roadside Env. Unit) Telephone: [phone]

Applicant’s Mailing Address: 1557 Mail Service Center, Raleigh, NC 27601

Applicant’s Email Address (if available): [e-mail]

5. Contact Person (if different than Applicant): Telephone:

Contact Person’s Mailing Address:

Contact Person’s Email Address (if available):

6. Property Owner (if different than Applicant): NCDOT ROW Telephone: [phone]

Property Owner’s Mailing Address: P.O. Box 3165 Wilson, North Carolina 27895

Property Owner’s Email Address (if available): Ronnie Keeter, NCDOT Division Engineer: [e-mail]

7. Property Physical Address (Including PIN Number) NCDOT ROW, Route SR 2403 (Peedin Rd) within 500 feet of the
property located at 130 E. Peedin Rd, Smithfield, Johnston County.
City Smithfield County Johnston County Zip Code 27577

8. Reason for Well(s): groundwater contamination
(ex: non-discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.)

9. Type of facility or site for which the well(s) is(are) needed: NCDOT Priority Site No. 11, former asphalt testing laboratory
(ex: non-discharge facility, waste disposal site, landfill, UST, etc.)

10. Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s).

WI0500239, UST #87344

11. Type of contaminants being monitored or recovered: Chlorinated Aliphatic Compounds
(ex: organics, nutrients, heavy metals, etc.)

12. Are there any existing wells associated with the proposed well(s)? If yes, how many? 23
Existing Monitoring or Recovery Well Construction Permit No(s).: unknown

13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): 280

14. Are there any water supply wells located less than 500 feet from the proposed well(s)? no

If yes, give distance(s):

15. Well Contractor: Carolina Soil Investigations, LLC. Certification No.: 2856-A

Well Contractor Address: 132 Gurney Rd, Olin, North Carolina 28660

PROPOSED WELL CONSTRUCTION INFORMATION

1. As required by 15A NCAC 02C .0105(f)(7), attach a well construction diagram of each well showing the following:

a. Borehole and well diameter e. Type of casing material and thickness
b. Estimated well depth f. Grout horizons
c. Screen intervals g. Well head completion details
d. Sand/gravel pack intervals
Continued on Reverse
PROPOSED WELL CONSTRUCTION INFORMATION (Continued)
2. Number of wells to be constructed in unconsolidated 5 . How will the well(s) be secured? Locking cap
material: --=2 _____ _
3. Number of wells to be constructed in bedrock: .Q 6 . Estimated beginning construction date: May 28. 2019
4 . Total Number of wells to be constructed : __ ,,2 __ _ 7. Estimated construction completion date: June 7 2019
(add answers from 2 and 3)
ADDITIONAL INFORMATION
1. As required by 15A NCAC 02C .0105(1)(5), attach a scaled map of the site showing the locations of the following :
a. All property boundaries , at least one of which is referenced to a minimum of two landmarks such as identified roads ,
intersections, streams, or lakes within 500 feet of the proposed well or well system .
b. All ex isting wells , identified by type of use , within 500 feet of the proposed well or well system .
c. The proposed well or well system .
d . Any test borings within 500 feet of proposed well or well system .
e . All sources of known or potential groundwater contamination (such as septiC tank systems, pesticide, chemical or fuel
storage areas, animal feedlots as defined in G .S . 143-215.10B(5), landfills, or other waste disposal areas) within 500 feet
of the proposed well or well system .
SIGNATURES
The Applicant hereby agrees that the proposed well(s) will be constructed in accordance with approved speCifications and conditions of
this Well Construction Permit as regulated under the Well Construction Standards (Title 15A of the North Carolina Administrative Code ,
~ ~aPter 2C) and accepts full responsibility for compliance with these rules
~....-z ~ NCDOT, Environmental Engineer (See Attached Agreement)
dig;;att;e of Applicant or 'Agent Title of Applicant or 'Agent
Jason F. Prosser, PG
Printed name of Applicant or *Agent
• If signing as Agent, attach authorization agreement stating
that you have the authority to act as the Agent.
If the property is owned by someone other than the applicant the property owner hereby consents to allow the applicant to construct
wells as outlined in this Well Construction Permit application and that it shall be the respons ibility of the applicant to ensure that the
well(s) conform to the Well Construction Standards (Title 15A of the North Carolina Administrative Code, Subchapter 2C).
See Attached ROW Encroachment Agreement NCDOT (See attached agreement
Signature of Property Owner (if different than Applicant) Printed name of Property Owner (if different than Applicant)
DIRECTIONS
Please send the completed application to the appropriate Division of Water Resources' Regional Office:
Asheville Regional Office
2090 U .S. Highway 70
Swannanoa , NC 28778
Phone : [phone]
Fax: [phone]
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville , NC 28301-5094
Phone: [phone]
Fax: [phone]
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Raleigh Regional Office
3800 Barrett Drive
Raleigh , NC 27609
Phone: [phone]
Fax: [phone]
Washington Regional Office
943 Washington Square Mall
Washington , NC 27889
Phone: [phone]
Fax: [phone]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington , NC 28405
Phone : [phone]
Fax: [phone]
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
GW -22MR Rev . 3-1-2016
LEGEND
DATE: 5/25/2017
PROJECT NO. 160501
TOPOGRAPHIC MAP
NCDOT Site No. 11, Smithfield, Johnston County, NC
File: DRAWINGS/160501/
TOPO
FIGURE 1
0 1000 2000'
SCALE IN FEET
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS.
THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES
ONLY AND IS ONLY AS ACCURATE AS THE SOURCE DATA FROM
WHICH IT WAS COMPILED.
SITE
SELMA QUADRANGLE
NORTH CAROLINA-JOHNSTON COUNTY
7.5 MINUTE SERIES (TOPOGRAPHIC)
CONTOUR INTERVAL = 10 FEET
MAP DATED 1988
F-1
MW16
MW14
MW13D
MW13
WR2
MW11
MW12D
MW12
MW10 MW5
MW4 MW2
MW1
MW1D
MW3
MW7
MW9D
MW9
MW15
PEEDIN ROAD
VENTURE ROADMW6MW5D
MW18
MW17 MW17D
LEGEND
DATE: 04/05/2019
PROJECT NO. 160501
APPROXIMATE PROPOSED MONITORING WELL LOCATIONS
NCDOT SITE #11, SMITHFIELD, JOHNSTON CO., NC
File: DRAWINGS/160501/
PROPMW_2019
FIGURE 2
0 100'
SCALE IN FEET
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS.
THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES
ONLY AND IS ONLY AS ACCURATE AS THE SOURCE DATA FROM
WHICH IT WAS COMPILED.
SITE
TYPE II MONITORING WELL
DEEP TYPE II MONITORING WELL
PROPOSED MONITORING WELL
ROADS
PARCEL BOUNDARY
PROJECT : NCDOT SITE# 11 LOCATION : NCDOT ROW at 130 E. Peedin Road, Smithfield, NC
DRILLING METHOD AND EQUIPMENT USED : hollow stem auger
WATER LEVELS :START :END : LOGGER :
2 3
1
4
1-gravel cement
2-bolted steel manhole cover
3-locking, expandable plug
9
4-land surface
7'5
5-2-inch pvc pipe
8 6-2-inch, slot 0.01" PVC screen
7-#2 DSI filter sand
8-bentonite chips
9-neat cement grout
7
20'
6

6.0"
Figure 3
EPA Type II Monitoring Well Completion Diagram (11-MW17)
NCDOT Site #11
PROJECT : NCDOT SITE# 11 LOCATION : NCDOT ROW at 130 E. Peedin Road, Smithfield, NC
DRILLING METHOD AND EQUIPMENT USED : hollow stem auger or mud rotary
WATER LEVELS :START :END : LOGGER :
2 3
1
4
1-gravel cement
2-bolted steel manhole cover
3-locking, expandable plug
9
4-land surface
40'5
5-2-inch pvc pipe
8 6-2-inch, slot 0.01" PVC screen
7-#2 DSI filter sand
8-bentonite chips
9-neat cement grout
50'
7
6

6.0"
Figure 4
EPA Type II Monitoring Well Completion Diagram (11-MW17D)
NCDOT Site #11
Groundwater Management Associates, Inc.
4300 Sapphire Court, Suite 100
Greenville, North Carolina 27834
Telephone: [phone]
www.gma-nc.com

The Groundwater Experts
April 16, 2019

Mr. Sam Lawhorn, PE
Division 4, District 3
NCDOT, Division of Highways
2671 US 70 West
Goldsboro, North Carolina 27530

Re: Encroachment Agreement
NCDOT Site #11, Former S.T. Wooten Asphalt Plant, Intersection Peedin Road and Venture Drive ,
Smithfield, Johnston County, North Carolina

Dear Mr. Lawhorn,

Groundwater Management Associates, Inc. (GMA) is submitting the enclosed encroachment agreement for
additional groundwater investigations at the NCDOT Site #11, Former S.T. Wooten Asphalt Plant, Intersection
Peedin Road and Venture Drive, Smithfield, Johnston County. The completed right-of-way (ROW) encroachment
agreement (R/W 16.1), the VCER-1, site Figures 1-3, and well construction schematics are enclosed (Figures 4
and 5). Monitoring wells MW17 and MW17D are the two proposed in the ROW of Peedin Road.

Installation is expected to take a maximum of two days, will be marked with cones and proper flagging for
traffic during installation procedures. All underground utilities will be located prior to the installation of the wells
and will dictate the final drilling locations. The monitoring wells will be protected by flush mounted manhole
covers. The monitoring wells will be installed along the outer limits of the NCDOT ROW for SR 2403, will be
protected with flush-mount manhole covers, and placement and construction of these monitoring wells will not
obstruct or interfere with travel or the maintenance of SR2403.

GMA is a subcontractor for the NCDOT Roadside Environmental Unit, ATL program working for Mr. Jason
Prosser, PG. Please contact me at [phone], or by email at [e-mail] if more information is
needed for approval of the encroachment agreement. Thank you.

Sincerely,
Groundwater Management Associates, Inc.

Katie T. Hackney, PG
Senior Hydrogeologist

Enclosures: 1) R/W 16.1, VCER-1, Figures 1-5
cc: John Wise, PE - GMA Apex

Z:\GMA\1605xx-NCDOT\160501-Site#11_Smithfield\DOT Encroachment\DOT Encroachment Cover LTR_20190415.docx
ROUTE SR 2403 PROJECT NCDOT Pri. Site #11 COUNTY OF
STATE OF NORTH CAROLINA
Johnston
DEPARTMENT OF TRANSPORTATION
-AND-
Groundwater Management Associates, Inc.
Consultant for NCDOT Roadside Environmental Unit
THIS AGREEMENT, made and entered into this the
Katie Hackney
252-758-3310
RIGHT OF WAY ENCROACHMENT AGREEMENT
PRIMARY AND SECONDARY HIGHWAYS
day of _A---'-pr_il____ 20 19 by and between the Department
of Transportation, party of the first part; and
Roadside Environmental Unit
Groundwater Management Associates, Inc ., contractor for the NCDOT,
party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) NC SR 2403 (Peedin Road) ,located At and within 500 feet of the property located at 130
E. Peedin Road, Smithfield, Johnston County, NC.
with the construction and/or erection of: Advancement of two monitoring wells (MW17and MW17D; max depths 25 and 50 feet
below land surface, respectively -see attached location figures and well construction schematics) along the southern side of
Peedin Road (SR 2403), at 130 E Peedin Road, Smithfield, Johnston County .
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the installation, operation, and maintenance of the above described facility will be accomplished in accordance with the party of
the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS-OF-WAY, and such
revisions and amendments thereto as may be in effect at the date of this agreement. Information as to these policies and procedures
may be obtained from the Division Engineer or State Utility Agent of the party of the first part .
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe and
proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance
thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures
necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the party of the first part
shall require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his
successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the
party of the first part.
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights,
flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices
for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained
from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and
claims for damage that may arise by reason of the installation and maintenance of this encroachment.
That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the
Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during
construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations
of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances
and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any
installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to
remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the
first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the
Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the construction site, at all times during construction, a copy of this
agreement showing evidence of approval by the party of the first part . The party of the first part reserves the right to stop all work unless
evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part
agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed .
Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will
not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves
the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the
first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not
begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the
second part from the party of the first part.
During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as
the "contractor"), agrees as follows :
a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally-
assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and
made a part of this contract.
b. Nondiscrimination : The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
grounds of race , color, or national origin in the selection and retention of subcontractors, including procurements of materials
FORM RIW 16 .1 (Rev . July 1, 1977)
LEGEND
DATE: 5/25/2017
PROJECT NO. 160501
TOPOGRAPHIC MAP
NCDOT SITE #11, SMITHFIELD, JOHNSTON CO., NC
File: DRAWINGS/160501/
TOPO
FIGURE 1
0 1000 2000'
SCALE IN FEET
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS.
THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES
ONLY AND IS ONLY AS ACCURATE AS THE SOURCE DATA FROM
WHICH IT WAS COMPILED.
SITE
SELMA QUADRANGLE
NORTH CAROLINA-JOHNSTON COUNTY
7.5 MINUTE SERIES (TOPOGRAPHIC)
CONTOUR INTERVAL = 10 FEET
MAP DATED 1988
!E!E
!E
!E
!E!E
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!E
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!E
!E
!E
!E
!E
!E
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1
2
2
3
4
5
6
7
8
9
10
11
1
12
13
14
15
161719202122
2324
25
26
27
28
2
2 2 2
18
PEEDIN
BRIGHT
L
E
A
F
I 95DAILVENTUREASPENPITCH
I
C
A
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E
R
B
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Y
OUTL
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CHERR
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COMPONENTSEQUITYSUSSE
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NCCGIA$
LEGEND
DATE: 8/18/2017
PROJECT NO. 160501
WATER-SUPPLY WELLS WITHIN A 1500 FOOT
RADIUS OF THE SITE
NCDOT Site No. 11, Smithfield, Johnston County, NC
File: DRAWINGS/160501/
1500VS2
FIGURE 2
0 300 600 '
SCALE IN FEET
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS.
THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES
ONLY AND IS ONLY AS ACCURATE AS THE SOURCE DATA FROM
WHICH IT WAS COMPILED.
!H SITE
!E WATER-SUPPLY WELL
ROADS
1500 FT RADIUS
PARCEL BOUNDARY
NUMBERS DEPICTED ON THE MAP ARE IN
REFERENCE TO THE MAP ID NUMBERS
ON TABLE 1, IN GMA'S 2017 REPORT
Text
F-2
MW16
MW14
MW13D
MW13
WR2
MW11
MW12D
MW12
MW10 MW5
MW4 MW2
MW1
MW1D
MW3
MW7
MW9D
MW9
MW15
PEEDIN ROAD
VENTURE ROADMW6MW5D
MW18
MW17 MW17D
LEGEND
DATE: 04/05/2019
PROJECT NO. 160501
APPROXIMATE PROPOSED MONITORING WELL LOCATIONS
NCDOT SITE #11, SMITHFIELD, JOHNSTON CO., NC
File: DRAWINGS/160501/
PROPMW_2019
FIGURE 3
0 100'
SCALE IN FEET
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS.
THIS PRODUCT IS FOR REFERENCE AND ILLUSTRATION PURPOSES
ONLY AND IS ONLY AS ACCURATE AS THE SOURCE DATA FROM
WHICH IT WAS COMPILED.
SITE
TYPE II MONITORING WELL
DEEP TYPE II MONITORING WELL
PROPOSED MONITORING WELL
ROADS
PARCEL BOUNDARY
PROJECT : NCDOT SITE# 11 LOCATION : NCDOT ROW at 130 E. Peedin Road, Smithfield, NC
DRILLING METHOD AND EQUIPMENT USED : hollow stem auger
WATER LEVELS :START :END : LOGGER :
2 3
1
4
1-gravel cement
2-bolted steel manhole cover
3-locking, expandable plug
9
4-land surface
7'5
5-2-inch pvc pipe
8 6-2-inch, slot 0.01" PVC screen
7-#2 DSI filter sand
8-bentonite chips
9-neat cement grout
7
20'
6

6.0"
Figure 4
EPA Type II Monitoring Well Completion Diagram (11-MW17)
NCDOT Site #11
PROJECT : NCDOT SITE# 11 LOCATION : NCDOT ROW at 130 E. Peedin Road, Smithfield, NC
DRILLING METHOD AND EQUIPMENT USED : hollow stem auger or mud rotary
WATER LEVELS :START :END : LOGGER :
2 3
1
4
1-gravel cement
2-bolted steel manhole cover
3-locking, expandable plug
9
4-land surface
40'5
5-2-inch pvc pipe
8 6-2-inch, slot 0.01" PVC screen
7-#2 DSI filter sand
8-bentonite chips
9-neat cement grout
50'
7
6

6.0"
Figure 5
EPA Type II Monitoring Well Completion Diagram (11-MW17D)
NCDOT Site #11
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
Katie T. Hackney
Groundwater Management Assoc., Inc.
4300 Sapphire Ct., Ste. 100
Greenville, NC 27834
I
April 18,2019
JAMES H. TROGDON, III
SECRETARY
SUBJECT: Encroachment Contract -Groundwater Management Assoc., Inc.
Groundwater Management Associates, Inc.
Route(s): SR 2403
Encroachment Number: E043-051-19-0014S
Johnston County
Dear Ms. Hackney:
Attached for your files is a copy of the right-of-way encroachment agreement RlW 16.1 that has
been properly executed. This contract covers the following:
Advancement 0/2 monitoring wells(MW17 and MW17D; max depths 25 and 50 feet below land
sur/ace, respectively.
This encroachment is approved subject to the standard and special provisions that are attached to
andl made part of the encroachment contract.
RLKlSCL/cbo
I
Attachments
Respectfully yours,
Ronnie L. Keeter, PE
Division Engineer
cc: Samuel C. Lawhorn, PE -District Engineer
Raymond C. Honbarrier -Johnston County Maintenance Engineer
PO Box 3165 -Wilson, NC 27895-3165
Telephone: [phone]
Fax: (252) 234·6174
ROUTE SR 24 0 3 PROJECT NCDOT Pri. Site #11 COUNTY OF
STATE OF NORTH CAROLINA
J ohn s to n
DEPARTMENT OF TRANSPORTATION ""2!!A~"~ fI'i'!'J'r.'},
RIGHT OF WAY ENCROACHMENT AGREEMEN ~~~~~~ "y&;~
·AND·
Groundwater Management Associates. tnc
Consultant for NCDOT Roadside Env ironm ental Unit
Katie Hackney
252·758·3310
THIS AGREEMENT, made and entered into this the /t&-Ilt day of
PRIMARY AND SECONDARY HIGHWAYS
APR 1 7 i019
L.D-<f.3 -b 51-(Cj -C)OI-15 :):s(1ic'{12ng1neer
G~v;~~O. ~ 4 ~~t(i:C~ S April 20 19 by and between the Department
of Transportation , party of the first part; and
Roadside Environmental U nit
Groundwater Management Associates, In c., CQnlractor for the NCDOT,
party of the second paft,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Roule (s) NC SR 2403 (Peedin Road ) ,located At and within 500 feel of the property located a t 130
E. Peedin Road, Smithfield, Johnston County, NC ,
Wtth the construction andlor erec tion of: A dvancement of two monitoring wells (M W 17and M W17D; max depths 25 and 50 feet
below land surface, respectively -see attached location fi gu res and well const ruction sche m atics) a lon g the southern side of
Peedi n Road (SR 2403), at 130 E Pee d in Roa d , Smithfield , Johnston County
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment , and the party of
the first part in the exerCise of authority confe rred upon it by statute, is willing to permit the encroachment within the limits of the
right o f way as indicated, subject to the con ditions of this ag reement:
NOW, T HEREFORE, IT IS AGREED that the party of the first part hereby gran ts to the party of the second part the ri g ht
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the Inslallatlon, operation, and maintenance of the above described fa cility wilt be accomplished in accordance with the party of
the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS-OF-WAY, and such
reVISions and amendments thereto as may be in effect at the date of this agreement. Information as to these polities and procedures
may be obta ined from the D iviSIOn Eng ineer or State Utili ty Agent of the party of the first part.
That the said party of the second part binds and obligates himself to install and maintain the encroaching facility In such safe and
p roper condition that It Will not i nterfere with or endanger travel upon said highway, nor obs truct nor Interfere With the proper maintenance
thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to Its roadways and structures
necessary d ue to the Installati on and existence o f the facilities of the party of the second part , and tf at any time the party of the first part
shall require the removal of or changes In the location of the sa id facilities , that the said party of the second part b inds himself, his
successors and assigns, to promptly remove or alter the said faCilities, in order 10 conform to the said requirement, without any COSI 10 the
party of the fi rst part
That the party of the second pan agrees to provide during construction and any subsequent ma i ntenance proper signs, signal lighls,
flagmen and other warning devices for the protection of traffic in conformance w ith the latest Manual on Uniform Traffic Control Devices
for Streets and Highways and Amendments or Supplements thereto Information as to the above rules and regulations may be obtained
from the DiV is ion Eng ineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and
claims for damage that may an se by reason of the installation and maintenance of this encroachment
That the party of the second part agrees to restore all areas dis turbed during ins tallation and maintenance to the satisfaction of the
Division Engineer of the party of Ihe first part. The p arty of the second part agrees to exercise every reasonable preca u tion during
construction and maintenance to prevent erodi ng of soil ; silting or pollution of nvers, streams, lakes, reservoi rs, other water
impoundments, ground surfaces or other property; or p Ollution o f the air . There shall be compliance with applicable rules and regulation s
of the North Carolina Div iSion of Environmental Management, North Carolina Sedimentation Control Commission, and wi th ordinances
and regulations of various counties, municipalities and other official agencies re lat ing to pollution prevention and contro l. When any
inSlallallOn or maintenance operation disturbs t he ground surface and eXlsttng ground cover, the party of the second part agrees to
remove and replace the sod or othel'\'Vise reestablish the grass cover to mee t the satisfaction of the Division Engineer of the party of Ihe
first part,
That the party of the second part agrees \0 assume the actual cost of any inspection of the work considered to be necessary by the
Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the construction site, a t all times dunng construction, a copy of this
agreement showing evidence of approval by the party of the first part . The party of Ihe first part reserves the right to stop all work unless
evid~nce of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part
agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed
Unless specifically requested by the party of the first pan, written notice of comp letron of won< on highw ay projects under construdion will
not be required
Thai In the case of noncompliance with the terms of this ag reement by the party of the second part, the party of the first part reserves
the light to stop aU won< until the facility has been brought In to compliance or removed from the right of way at no cost to the party of the
flI'Stpart.
That It IS agreed by both parties that this agreeme nt shalJ become void if actual construction of the won< contemplated herei n is not
begun w ithin one (t) year from the d ate o f authorization by the party of the first part unless written wa iver IS secured by the party of the
second part from the party of the first part.
OUTIng the performance of thiS contract, the second party , for itself, its ass ignees and successors In in teres t (herei nafter referred to as
the 'contractor'"), agrees as follows:
a. Compliance with Regulalions: The contractor shall comply with the Regulations relative to nondiscrimination In Federally.
assisted programs of the U. S. Department of Transportalion, nile 49 , Code of Federal Regula tions , Part 21 , as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are heroin Incorporated by r eference and
made a part of this contract.
b. Nondiscnmlnalion: T he contractor, with regard to the won< pe rformed by It during the contract, shall not discriminate on the
grounds of race, color, or n atIOn al ongin in the setectlOn and reten tion of subcontract ors, including procuremen ts o f materials
FORM RlW 16 .1 (Rev , Ju ly 1,1977)
and leases of eqU ipment The contractor shall nol participate ell he r directly or indirectly In the discnminati on prohibited by
Section 21 5 of the Regu lat ions , Including employment practi~s when the contract covers a program set forth In Appendi x B
of the Regulations
c Solicitatlons (or Subcontracts Including Procurements of Malenals and Egu pmen!, In all sol icitations ellher by competitive
bidding or negotia tion made by the contractor for work to be performed under a subcontract , Incl uding procurements of
matenals or leases of equipment each potenti al subcontractor or supplier shall be notified by the contractor of the
contractor's ob ligations under this contract and the Regulations relative to nondiSCrimination on the grounds of race, color
or national origin
d Information and Reports . The contractor shall provide all Information and reports required by the Regulations, or directives
Issued pursuant thereto, and shall permit access to Its books, recor ds, accounts, other sou rces of information, and its
facilities as may be determined by Ihe Department of Transportation or the Federal Highway Adminlstrahon 10 be pertinent to
ascertain compllan~ w ith such Regulations or directives . Where any Information reqUIred ot a contractor is In the exclUSive
possession of another who falls or refuses to furn ish th is information . the contractor shall so certify to the Department of
Transportation , or the Federal Highway Adminis tra tion as appropriate , and shall set forth what efforts It has made to obt ain
the informa\fon
e Sanctions ror Noncomoliance. In the event of the contractor 's noncompliance with the nondiscriminat ion pro visions of this
contract , the Department of Transportation shall Impose such contract sanctIOns as It or the Federa l Highway Administration
may delerrmne to be appropri ate , including, but not lim ited to .
(1) WIthholding of payments to the con tractor under the contract until the contractor comphes . andlor
(2) can~lIation, terminat ion or suspension of the contract, in whole or In part.
In corpora tion of Provisions ' T he contractor shall ,"clude the provisions of paragraphs 'a" through 'r In every subcontract,
including procurements of materials and leases of equipment, unless exempt by the Regulations , or directives Issued
pursuant thereto. The contractor shall rake such action With respect to any subcontract or procurement as Ihe Department
of Transportation or Ihe Federal Highway Adm inistration may direct as a means of enforcing such prOVisions including
sanctions for noncompliance: Provided, however, that, In the event a con tractor becomes ,"volved in , or is threatened With,
litigation with a subcon tractor or supplier as a result of such direction, the contractor may request the Department of
Transportation to enter Into such litig at ion to protect the Interests of the Stale, and , in add ition , the co ntractor may request
the Untted States to enter Into such li ligatlon to protect the i nterests of the United States
RfW (161) : Party of the Second Part certifies th at this agreement is true and accurate copy of the form
RfW (161 ) incorporating all revisions to date .
IN WI TN ESS WHEREOF, each of the parties to this agreemen t has caused the same to be executed the day and
year first above written ,
Katie T . Hackney , Groundwater Management Assoc.
Contractor for NCDOT Roadside Enviro. Unit
! Cl :
~ Q \ 4 300 Sa phi re Ct., Ste. 100, Greenville NC 27834
\ r' I , .' .-.' ' fl . ~.~~: .~ .~.~:;' ::~.>". INSTR UCTIO NS tL I _ CJt:.~ .. ,' .. ,,,.,,',...... . 0 ~e pphcantlS a corporatIon or a mumclpahty, thiS agreemen t must have the corporate sea l and be attested by the corpora tion
seaetary or by the empowered city official, unless a waive r of corporate seal and allestatlon by the secretary or by the empowered Ci ty
official is on file In the Raleigh office of the Manager of Right of Way . In the space provided in this agreement for execution, the name of
the corporation or municipality shall be typed above the name, and title of art persons signing the agreement should be typed directly
below thei r signature.
When the applicant is not a corporation . then his signature must be witnessed by one person . The address should be incl uded in this
agreement and Ihe names of all persons signing the agreemenl should be typed directly below thelf signature.
This agreement must be accompanied, in the form of an anachment , by plans or dra\'nngs showing the follOWing apphcable Information:
1. All roadways and ramps.
2 RIght of way hnes and where applicable, the control of access lines
3 Location of the existing and/or proposed encroachment.
4 , Length , size and type of encroachment.
5 . Method of installati on .
6 DimenSIons shO'tling the distance from the encroachment to edge of pavement, shoulders, etc.
7. Location by highway survey station number. If slallon number cannot be obtained, location should be sho wn by
distance from some identifia ble point, such as a bridge, road, interse ction, etc . (To assist in preparation of the
encroachm ent plan, the Department's roadway plans may be seen at the various Highway Division Offices , or at the
Raleigh office.)
6 . Drainage structures or bridges if affected by encroachment (show vertical and horizontal dimensions from
encroachment to nearest part of structure),
9. Method of attachment to drainage structures or bridges .
to. Manhole deSign
lIOn underground utilities , the depth of bury under all trave led lanes. shoulders. d itches , sidewalks, etc .
t 2 length. size and type of ent:.asemenl where require d
13 . On underground crossings, notation as 10 method of crosSing· boring and jacking, open cu t, etc.
t4. location of vents.
GENERAL REQUIREMENTS
,. An y attachment 10 a bridge or other dra in age structure must be approved by the Head of Structure DeslQn In RaleIgh
prior to submission of encroachment ag reemen t to the Division Engineer.
2. All crossings should be as near as possible normal to the centerline of the highway .
3. Minimum vertical clearances of over head wires and cables ab ove all roadways must conform to clea rances set out in
the Nat ional Electric Safety Code
4 . Encasements shall extend from ditch line to ditch line In cut sections and 5' beyond loe of slopes in fill sections ,
5 All vents should be extended to the right of way line or as otherwise required by the Department.
6 , All pipe encasement s as to material and strength shall meet thc standards and specifictltlons of the Depanmcnt.
7. Any speCial prOVisions or specifica tions as to \he performance of the work or the method of construction Ihat may be
re qu ired by the Department must be shown on a separa te sheel attached to encroachment agreement provided that
such information canno l be shown on p!ans or drawings
6 The Department's Division Engineer should be given notice by the applicant prior to actual starting of Installation
included In th is agreement.
Standard Provisions
1. An executed copy of this Encroachment Agreement will be present at the construction site
at all times during construction. NCDOT reserves the right to stop all work unless
evidence of approval can be shown.
2. All materials and construction shall be in accordance with NCDOT standards and
specifications, including but not limited to, the current NCDOT Standard Specifications
of Roads and Structures, NCDOT Roadway Standard Drawings, and NCDOT Policies, &
Procedures for Accommodating Utilities on Highway Rights of Way.
3. The traveling public shall be warned of construction with complete and proper signing
and traffic control devices in accordance with the current NCDOT Standard Specifications
of Roads and Structures and NCDOT Roadway Standard Drawings. No work shall be
performed in the Right of Way unless this requirement is satisfied. NCDOT reserves the
right to require a written traffic control plan for encroachment operations.
4. NCDOT does not guarantee the Right of Way on this road, nor will it be responsible for
any claim for damages brought by any property owner by reason of the installation. All
Right of Way and easements necessary for construction and maintenance shall be
dedicated to NCDOT with proof of dedication furnished to the District Engineer prior to
beginning work.
5. Two-way traffic shall be maintained at all times. Lane closures shall be performed us}ng
proper signing and flagged techniques as described in the current NCDOT Standard
Specifications of Roads and Structures NCDOT Roadway Standard Drawings, and
NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of
Way.
6. No lane of traffic shall be closed or restricted before 9:00 a.m. or after 4:00 p.m.
7. NCDOT reserves the right to further limit, restrict, or suspend operations within the Right
of Way if, in the opinion ofNCDOT, safety or traffic conditions warrant such action.
8. The Traffic Services Supervisor shall be notified in Wilson, N. C. at [phone] prior
to beginning work on the Right of Way if there are existing NCDOT signs. traffic signals.
or signal equipment in or near the proposed work zone. Costs to relocate, replace, or
repair NCDOT signs, signals, or associated equipment shall be the responsibility of the
Encroacher.
E043-051-19-001.t5 -cbo.xls
PO Box 3165 -Wilson. NC 27895-3165
PH: [phone] FAX: [phone] Provisions 1 of 5
9. All erosion control devices and measures shall be constructed, installed, maintained, and
removed by the Permittee in accordance with all applicable Federal, State, and Local laws,
regulations. ordinances, and policies. All earth areas shall be regraded and seeded in
accordance with the current NCDOT Standard Specifications for Roads and Structures.
10. When surface area in excess of one acre will be disturbed. the Encroacher shall submit a
Sediment and Erosion Control Plan which has been approved by the appropriate
regulatory agency or authority prior to beginning any work on the Right of Way. Failure
to provide this information shall be grounds for suspension of operations.
11. Notify the County Maintenance Engineer's Office prior to beginning work at «919) 739-
5330 in Wayne County or [phone] in Johnston County).
12. The District Engineer shall be notified in writing at 2671 US 70 West, Goldsboro, N.C.
27530 upon completion of work associated with this agreement.
13. It shall be the responsibility of the Encroacher to determine the location of utilities in the
encroachment area. The Encroacher shall be responsible for notifying utility owners.
providing protection and safeguards to prevent damage or interruption to existing
facilities, and for maintaining accessibility to existing utilities.
14. The encroacher shall furnish verification signed by a Professional Engineer certifying this
utility was installed as shown on the final approved construction plan. A Contractor
Certification Memo is attached to the encroaching party's contract and shall be signed.
sealed, and returned to the District Engineer's office upon completion.
15. Owners of Communication Enclosures with Electrical Power are required to provide
advanced notice to adjacent property owners of the proposed enclosure location 15 days
prior to construction.
16. Owners of Communication Enclosures with Electrical Power are required to provide
municipalities 15 days advanced notice prior to construction.
E043-0SI-19-00 145 -cbo.xls
PO Box 3165 -Wilson. NC 27895-3165
PH: [phone] FAX: [phone] Provisions 2 of 5
1 7. The party of the second part shall provide traffic control devices, lane closures, road
closures, positive protection and/or any other warning or positive protection devices
necessary for the safety of road users during construction and any subsequent
maintenance. Tilis shall be performed in conformance with the latest NCDOT
Roadwav Standard Drawings and Standard Specifications {or Roads and Structures
and Amendments or Supplements thereto. When there is no guidance provided in the
Roadway Standard Drawings or Specifications, comply with the Manual on Uniform
Traffic Control Devices {or Streets and Highwavs and Amendment or Supplement
thereto. Information as to the above rules and regulations may be obtainedfrom ti,e
Division Engineer of the party of the first part.
18. NCDOT WORK ZONE TRAFFIC CONTROL OUALIFICATIONS AND TRAINING
PROGRAM -Effective Ju{v 1, 2010, allflagging operations within the NCDOT Right
of Way require qualified and trained Work Zone Flaggers. Effective July 1, 2011,
qualified and trained Work Zone Traffic Control Supervisors will be required on
Significant Projects. It is intended for the program to include anyone working within
NCDOT Right of Way including work associated with NCDOT construction and
encroachment agreements as well as all NCDOT operations.
Training for this certification will be provided by NCDOT approved training sources
and/or private entities that have been pre-approved to train themselves. If you have
questions, visit our web site at:
http://www.ncdot.orgidoh/preconstructlwztclWZTCTrainingProgramldefault.lltml , or
contact Stuart J. Bourne, PE with NCDOT Work Zone Traffic Control Unit at (919)
662-4338 or [e-mail].
Special Provisions
1. The Encroacher shall contact the County Maintenance office at [phone] in
Johnston County for inspection. The Encroacher shall provide 24 hours notification
for in~pections.
2. Notify the appropriate utility departments/companies prior to beginning work.
3. The proposed monitoring wells shall be placed as far as possible from the existing EP, or
as close as possble to the right-of-way line.
4. Excavated material shall not be placed in the roadway at any time.
E043-051-19-00145 -cbo.xls
PO Box 3165 -Wilson. NC 27895-3165
PH: [phone] FAX: [phone] Provisions 3 of5
5. Any damaged storm drainage pipes, pavement, pavement markings, reflectors or curb and
gutter shall be repaired and/or replaced by the encroaching party. Right-ol-Way
monuments disturbed during construction shall be referenced by a Professional Land
Surveyor and reset after construction.
6. Any traffic control including lane closure or detour shall be the responsibility of the
encroaching party notifying the DOT of closure or detour one week prior to closure.
7. Excavation within 500 feet of a signalized intersection will require notification by the
party of the second part to Andy Brown, PE -Division Traffic Engineer at telephone
number [phone]. All traffic signal or detection cables must be located prior to
excavation.
8. Excavated areas adjacent to pavement having more than a 2 inch drop shall be made safe
with a 6: 1 or flatter slope and shall be designated by appropriate delineation during
periods of construction inactivity including, but not limited to, night and weekend hours.
9. All COST, LIABILITY and MAINTENANCE of the installation SHALL be the
responsibility of the encroaching party.
10. NCDOT approval of this Encroachment Agreement covers only the area with in NCDOT
R/W and does not grant permission to work in any RAIL ROAD RIGHT OF WAYS, Wet
Land, Sensitive Environmental Areas, Private Property Etc. Permits and permission must
be obtained from the appropriate authorities.
11. Well cap shall be flush mounted with the ground/pavement surface in areas within the
clear recovery area and the routine mowing boundaries, with the frame and cover
designed for HS 20 loading.
12. Any contaminated soils encountered in construction as spoil from the well installation
shall be removedfrom the Right of Way prior to completion of the wells.
13. After the monitoring well has served its intended purpose, the encroaching party shall
fill the well(s) in a manner approved by the Division of Environmental Management.
Any above ground obstructions shall also be removed from the Right of Way.
14. After installation is complete, markers should be placed noting the well location to prevent
risk of accidental damage.
E043-051-19-00 145 -cbo.xls
PO Box 3165 -Wilson, NC 27895-3165
PH: [phone] FAX: [phone] Provisions 4 of 5
15. All ditches, slopes and other disturbed area shall be shaped to a uniform grade and seeded
as per attached seeding instructions. All seeding operations SHALL be done with in a
reasonable time frame.
16. There SHALL be no wells,valves, meters, manholes or markers set in roadway ditches.
17. If there are any changes to be made from the original plan location with in the NCDOT
Roadway or RlW the encroaching party shall cease work immediately and notify DOT for
re-evaluation and approval of possible changes from the original encroachment contract.
18. There SHALL be no excavating or drilling equipment operating within the roadway.
19. If this installation requires traffic stoppage, appropriate law enforcement shall be available
on site to direct traffic.
E043-051-19-00145 -cbo.xls
PO Box 3165 -Wilson, NC 27895-3165
PH: [phone] FAX: [phone] Provisions 5 of5
North Carolina Department of Transportation
Subdivision Road Construct, Driveway Access, and Encroachment Installation
Contractor Certification Memo
(Date)
(District Engineer Name & Address)
RE: CONSTRUCTION CERTIFICATION
County:
Driveway Permit #:
and/or Subdivision 1.D. #:
and/or Encroachment #:
Recording Information (if applicable) :
Route(s) and/or Street(s):
Project Name/Phase/Description:
If I have reviewed the construction withinthe right-of-way
and/or easements required under subject project(s) for the above development and in
accordance with the design drawings approved by the North Carolina Department of
T~ansportation (NCDOT) on the following dates:
Driveway Permit #:
and/or Subdivision 1.D. #:
and/or Encroachment #:
-----------------------
-----------------------
-----------------------
Date:
Date:
Date:
Construction reviewed includes the items listed on the reverse side of this page. My
inspection and attached testing report(s) and/or supporting documentation indicate the
construction within the right-of-way and/or easements have been constructed in
accordance with the standards established by current NCDOT Standard Specifications for
Roads and Structures, and with the approved plans.
Name:
NC PE #:
Signature:
SEAL
IReceived by NCDOT:
Rev. Div. 4 -Dist. 3
North Carolina Department of Transportation
Subdivision Road Construct, Driveway Access, and Encroachment Installation
Contractor Certification Memo
STABILIZATION REQUIREMENTS:
Stabilization for this project shall comply with the time frame guidelines as specified by the
NCG-O 1 0000 general construction permit effective August 3, 2011 issued by the North Carolina
Department of Environment and Natural Resources Division of Water Quality. Temporary or
permanent ground cover stabilization shall occur within 7 calendar days from the last land-
di'sturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided in 14 calendar days from the last land-disturbing activity:
• Slopes between 2: 1 and 3: 1, with a slope length of 10ft. or less
• Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
• Slopes 4: 1 or flatter
The stabilization timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0 105 (25). Temporary and permanent
grbund cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
SEEDING AND MULCHING: (East)
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be, determined. All rates are in pounds per acre.
All Roadway Areas
March 1 -August 31 September 1-February 28
50# Tall Fescue 50# Tall Fescue
10# Centipede 10# Centipede
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
500# F erti lizer 500# Fertilizer
4000# Limestone 4000# Limestone
Waste and Borrow Locations
March 1 -August 31 September 1-February 28
75# Tall Fescue 75# Tall Fescue
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon
Engineer's request.
Approved Tall Fescue Cultivars
06 Dust Escalade Justice Scorpion
2nd Millennium Essential Kalahari Serengeti
3rd Millennium Evergreen 2 Kentucky 31 * Shelby
Apache III Falcon IV Kitty Hawk 2000 Sheridan
Avenger Falcon NG Legitimate Signia
Barlexas Falcon V Lexington Silver Hawk
Barlexas II Faith LSD Sliverstar
Bar Fa Fat Cat Magellan Shenandoah Elite
Barrera Festnova Matador Sidewinder
Barrington Fidelity Millennium SRP Skyline
Barrobusto Finelawn Elite Monet Solara
Barvado Finelawn Xpress Mustang 4 Southern Choice II
Biltmore Finesse II Ninja 2 Speedway
Bingo Firebird 01' Glory Spyder LS
Bizem Firecracker LS Olympic Gold Sunset Gold
Blackwatch Firenza Padre Taccoa
Blade Runner II Five Point Patagonia Tanzania
Bonsai Focus Pedigree Trio
Braveheart Forte Picasso Tahoe II
Bravo Garrison Piedmont Talladega
Bullseye Gazelle II Plantation Tarheel
Cannavaro Gold Medallion Proseeds 5301 Terrano
Catalyst Grande 3 Prospect Titan ltd
Cayenne Greenbrooks Pure Gold Titanium LS
Cessane Rz Greenkeeper Quest Tracer
Chipper Gremlin Raptor II Traverse SRP
Cochise IV Greystone Rebel Exeda Tulsa Time
Constitution Guardian 21 Rebel Sentry Turbo
Corgi Guardian 41 Rebel IV Turbo RZ
Corona Hemi Regiment II Tuxedo RZ
Coyote HonkyTonk Regenerate Ultimate
Darlington Hot Rod Rendition Venture
Davinci Hunter Rhambler 2 SRP Umbrella
Desire Inferno Rembrandt Van Gogh
Dominion Innovator Reunion Watchdog
Dynamic Integrity Riverside Wolfpack II
Dynasty Jaguar 3 RNP Xtremegreen
Endeavor Jamboree Rocket
I
*Note: Kentucky 31 will no longer be an approved NCDOT Tall Fescue CuItivar after
December 31, 2015.
On cut and fill slopes 2: 1 or steeper Centipede shall be applied at the rate of 5 pounds per acre
and add 20# ofSericea Lespedeza from January 1 -December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.
TEMPORARY SEEDING:
Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate
o~ 400 pounds and seeded at the rate of 50 pounds per acre. Sweet Sudan Grass, German Millet
or Browntop Millet shall be used in summer months and Rye Grain during the remainder of the
year. The Engineer will determine the exact dates for using each kind of seed.
FERTILIZER TOPDRESSING:
Fertilizer used for topdressing on all roadway areas except slopes 2: 1 and steeper shall be 10-20-
20 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of fertilizer
may be used provided the 1-2-2 ratio is maintained and the rate of application adjusted to provide
the same amount of plant food as 10-20-20 analysis and as directed.
Fertilizer used for topdressing on slopes 2: 1 and steeper and waste and borrow areas shall be 16-
8-8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of
fertilizer may be used provided the 2-1-1 ratio is maintained and the rate of application adjusted
to provide the same amount of plant food as 16-8-8 analysis and as directed.
SUPPLEMENTAL SEEDING:
The kinds of seed and proportions shall be the same as specified for Seeding and Mulching, with
I
the exception that no centipede seed will be used in the seed mix for supplemental seeding. The
rate of application for supplemental seeding may vary from 25# to 75# per acre. The actual rate
per acre will be determined prior to the time of topdressing and the Contractor will be notified in
writing of the rate per acre, total quantity needed, and areas on which to apply the supplemental
seed. Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating
seed into the soil as to prevent disturbance of existing vegetation. A clodbuster (ball and chain)
may be used where degree of slope prevents the use of a sod seeder.
MOWING:
The minimum mowing height on this project shall be 4 inches.
VERIFICATION OF COMPLIA NCE WITH
E N VI R ONMENT AL REGULA nONS
(C heck Appro p riate Box)
D Permi ts from the N .C. De partmen t of E nv ir onme nt a nd N a tura l Re sources an d the
U.S . Army Corp o f E ngi nee rs a re no t requi red for this p roj ec t. However, a ll a pp lica bl e
fe d era l a nd state regu la tio ns have bee n fo ll owed .
~ The req uir ed pe rmit s fro m th e N .C . De pa rtm ent of En v ir o run e nt a nd Natura l Reso urces ~ an d the U.S. Army Corp of En gi nee rs have bee n o bt a in ed for thi s proj ect. Cop ies of
permi ts a nd Co mpl et io n Cert ific a tes are att ache d . GMA \\hI.LOBi AI 0 A WeLl. OtJ~f/WW()'"
~\L"\ ~'Il\ NLI:lffi. CoIll~vJ~ 1\-/\"" ,\. '5\;,<vliV /JC\)Ci £tIldZo\ctWEtJI Mil.e;;",ENI (UlI.!.
.~\\Al)T 10'; \\lC.LLLDE'J) \.0 \1\1 Il-IE vlQL ""'·\)~CQc .V poolol.lr /rf'PU C/t17D N-Fi>f.At ~w ·-.;b{,<1.). D A ll a p pl icabl e NPD ES Stormwate r Permit re q ui reme nt s hav e bee n met fo r thi s project.
(T he a ppli cant s hou ld co n tac t th e N.C. D iv is io n of Wat e r Q ua lity in R a le ig h to de term ine
if a sto rm wa te r pe nmi t is requ ire d .)
D The proj ect is in co mp lia nce w ith a ll a pp lic a b le sedime nt at io n and e ro sio n co ntro l laws
an d reg u latio ns.
Proj ect Name:
Tow nship :
Projec t fJt tgiliCC I-:-
Ge,.~iST
Projec t Co ntact:
ikknG), +\kl4JQ{
\4\1) E:T. \--\tCl;. ~ 0..1
County :
A PP li cant 'sName ~ ~~
Date S ubmitt ed : 1.j /i,~):loL 9
Fo rm VeE R·j
Ju n e j , 2 006
r 7
E n c r oac hmen t Pa rty : C7RP\l,.." Mt! NAheHI\A:hJT A 5S0'-IA"t-e S'
Route (s): SR.-2A~_
Encroach m ent N u m be r: ~..;3L-,-"O,-,6.L!..1 _---,-1 a.-'-::.........:O:::....::u....:I-"4-'-'S=<--____________ _
Description: A S>Y .l\irJ'-i5:""-E'-rvT of 2-",,-oNI 't!l IL'lNV WfC.LL Al...o",c, P J"'E"OIf...! VU)
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TU '" P I'OC-~ 0 F 2-5> r.. .... o 6 0 FetE.,
Special Provisions -
The En croa cher sh a ll co nta ct t he County f'la lnten ance office at (919 ) 934 -6176 In John ston County an d /o r (919 ) 731 -79 6 2 In Way n e County for in specti on
The En croach er sh al l pro vi d e 24 hours not if i cation for inspections
N o t ify the pubhc utili ty departmen t prior to beg innin g wor'<.
Pro of of a bond or letter o f c r ed it In the amou nt o f S sha ll posted In t he Dlstnct Eng ineer's office at 2671 US 70 West,
Go ldsboro, North Caroltna 27530 , pnor to beginning any work on the Right of Way. When the project has been completed for one year, upon written
request by the Encroacher to the Dlstnct Eng ineer, a fi nal inspection and review will be conducted by NCDOT, and If all work IS found sati sfactory, the bone!
will be released
Open cut5 ar e allowed on :;e lect second ary roads Wltn an ADT of Ie:;:; than 1000 V:lD . Only Jne ha lf of the roa dway shall be open cut at a t ime in 'Jrder to
iTl.;untain '::raffic now The ::nvner/contradJ, shall rep3 ir the open cut bv backfilling w ith nOw able f ill ;)r cJmpa.:ted Aggregate i3 3S:!: Course w ithin 2 .5 Inches
jf the a:;pha lt surf3C::. If Aggre:;Ja,:e Base Course IS u:;ed In lieu :I f f1Jwable fill , 3 denSity te5t seale1 ~y a p rore:;:;i onal engineer SHAL L ':>e r:quired :In the
compacted Aggregate Ba se Course at each open cut In the roadway area and SH Al l obtain 100% compaction in accordance with AASHTO T99 as modified
by NCDOT. The owner/contractor shall then place 2.5 inches of S-9.SA In t w o t.25 in ch lifts. The b ackflll m ate,lal and asph alt pa tch shall be completed
and opened to traffic on the same day of the open cut.
All utility crossings under any NCDOT road including service taps shall be by dry bore and shalt be placed at a minimum depth of Z feet below the roadway
ditch grade, 3 feet below roadway travel surface, if encasement pipe is required it shall extend from ditch line to ditch line In a cut section and 5 feet
beyond toe of fill at 3 feet below natural ground in a fill section. p n A" t\ .... 1_ 1""1-~ ~ ()""'W L..' t-I6" ,0...5 """.:;~r.-:".'''''''~''-AS FAFt. AS .... COL/E.o ,-~ ,-"~-,~ ''':-........ o..'$/~ The proposed shall be placed it :3 i 11111111101 I :; feet From the e)(lstlng EP sf ~h g ''iPOI15 T361s it d IloVE a III II"RI:i I COVLI C, 3 feeu B. 8F tpil tQ~ Of ......
1'"' cPOSEd IIlle .l
Backfill matenal placed around drainage pipe, utility lines, curb and gutter, manholes and/or dra inage structures In NCDOT RjW out side travel lanes shall
be placed a t a m aximum of 6 inch loose layers and each layer thoroughly compacted, obtaini ng a minimum of 98% d enSity In Accordance With AASH TO
T99 a s modified by NCD OT . I f th iS Installation involves construction Within any road way trave l area the final subgrade layer sh a lt obtain 100% d enSity.
NCDOT reserves the nght to require density testing on backfill placed around a ny structure or utility with In NCDOT Right of Wa y . Test frequency and
method shall be in conformance With the NCDOT Ma tenal and Tests Manual. A pproval, or rec.Jmmen datlons for complia nce, will be prOVi d ed upon receipt
and review of the report.
Ex:av 3ted materia l shall not be placed in t h e roadwa v at any time.
If approval is granted In writing by tne District Engineer to p lace excavated matenal on the roadway, some type of ap proved m atting shall be pl aced prior
to any excavated material. All materi al sha ll be removed f r o m the r oad w ay (Ieavmg a clea n safe passable surfa ce) at the end of each workday .
Any damaged storm drainage pipes, pavement, pavement markings, reflectors or curb and gutter shall be repair ed and/or replaced by the encroaching
party .
Where a proposed utility crosses over an y NCDOT roadwa y , it shalt be insta ll e d at a minimum of 18 feet above the roadway travel surface.
All p ipe shall be installed on a straight uniform grade.
·AII lines shall be pl a ced around the end or u n der all existin g storm drains. At points where the utility is placed under existing storm drains, there SHAll be
a minimum of two feet separation between the top of the proposed tine and the bottom of the existing storm dram and the trench will be backfilled With
Class M concrete up to the outSide diameter of the eXisting pipe. There 5HAll be no lines placed over the top of any existing storm dra ins.
The proposed chain link fence shalt be Installed at the exact location of the existing w oven wi re fence . I t shalt be erected as shown on t he attach ed
standard drawrng 866 .01. Before replacement contact the D istrict Engineer or a representative at 9 19-73 1-79 38 for an on site review .
Fina l repai r for the pavement cut and excavated area required for making the tap shall be backfilled with excavatable nowable fitt to Within 8 Inches of
finish pavement. I f the open cut IS reqUired for more than one day, the Encroacher shalt place a temporary bitu minous patch at the close of each day's
operations, and place the permanent repair immediately upon completion of the open cut operations. Concrete or aggregate repairs are prohibit ed for cuts
In bituminous pavement surfaces. Final p a vement repa irs shall be full depth with a minimum design as follows: 5.5 inches of superpave mix 6-25.06 and
2.5 Inches of superpave mix S-9.5A.
T he f i n a l pavement patch design fo r the Road Way cut area shall be a min imu m of 5 .5 Inches of 6 -25.0B and 2 .5 inches of 5-9 .5A (or the gr eat er o f
existing pavement struct ure) finished fl ush with existing pavement.
A fter all installatIon of the subject utility h a s been completed the encroaching p arty shall pave the entire roadway throughou t the construction ar ea w ith a
minimum of 1.25 inches of superpave mix $-9.5 A . I f the A DT on the roadway IS greater than 1000 VPD, a minimum of 1.5 Inches of superpave: mix 5-
9.56 shall be used.
Any traffic contr ol Includin g lane closure or detour sh all be the resp onsibility of the en croachi n g party notify ing t he DOT of closure an d detour on e week
p rior t o c lo sure.
A fter the proposed meter v ault is completed and operable the top and w alls of the aba ndon meter vault shall be d emolished, b ackfilled w i t h suitable borrow
graded and seeded.
Precast concrete manholes or structures of any type sh a ll be preappr.Jved b y NCDOT for use Within highway Rights of Way, and shall be installed flush with
pavement ( if permitted in roadway) and/or natural ground, at a minImum of 6 feet from the edge of p avement and sh a ll not b e in conflict with any
roadwa y d itch.
Ma n h o le r ings and covers, v alves, a nd storm d r ainage g r ates an d fra mes sh a ll b e traffi c beari n g types approved by NCD OT fo r use Withi n hi ghway Ri ght s of
Wa y.
A 1/4 i n ch per f oot pave me n t stope based on the existing ce n terl ine in t ang en t secti ons is requir ed. I n a d dition, a smooth transition mu st be m a intain ed
a long areas of su pe:relev a::ion .
Minimum p:wement design is as follows: 4 Inches of s:uperp a ve mix 6 -25.06 placed on comp acted :;u b grade an d 2 inch es of su perpave m ix S-9 .SA nush
w ith existing pave m ent.
Excavation Within SOD feet of a si gn alized lnterse::tlon will r equire notification by the p arty of the sec.:)nd part to David B. Mort::>", PLS -Deputy Division
Traffic Engineer 3:t teleph::>ne number 252-2 3 7 -6 164 . All tr3ffic Signa l or detection cables must be lo:ated prior tJ excavation .
Excava ted are3S adjacent to pavement h aVing more than a 2 Inch dr::>p Sh3t1 be made safe with a 6: 1 :;)r flatter slope and shall be deSignated by
appiopri ate delineation during penods of con5tru:tion inactlvltv inclu:Jing, but not limited to, night and weekend h,:,urs.
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All temporary and final pavemenl markings, reflective pavement m a rkers and Si gnage are the responSibility of the Encroacher Final pavement marking
anj 5.gn plai'ls sh a ll be submitted ~o the DIVISion Traffic En;Jlneer a t P O. Box 3165 , Wilson, NC 2.7893 (telephone [phone]:').
Curt> cuts an:::! r am;)s for handICapped pers:>ns shall ~e :::::>ns:,u:::te:l In a ::.:o rja nc e With the ::l.Jr ;-ent NCDOT S:andarj for Wheel::hiur Ramp Curb Cuts ana the
Americ an s WIth Disabilities Act (ADA) A:cesslbilitv Guidelines br Builjlngs and Facilitie s.
S;>;"Inl(le:-hea:1s shall b~ ;ocatej 3 mlrHmum Jf 3 fee t fr;:l'll tne e;j;r~ ::Ii :J3v eme nt and 1 bot ba:~ of curb 5pn:1kler he3ds sh:lll lJe locatej an::! dire:tej SJ
tha~ \\'3~er j:Jes ":JC sp.ay :I ;'" ::l;"aln ;)i'l t he r ::.ajlV3Y surfa.::? 3: 30ly time. Uo:>n ::)mE)I~~I::>n of In;;t3 11;:'ItI::>n , 3nj ;)rlor t:) a:tlvatl Oi"l jf tne 5y5~em. t he
E,icroacher sh 311 c :)n t act t h e Dlstm:'.:. E,iglneer t:) schedule a test of the system t o determine the ac:eDtability of the spray pattern Sprin kler systems Sh311
not be :)02;"a':.ed jU ring penods::>f hl;Jh Wind or f ree Zing weather, or to the extent that subgr3je adja:ent:o pavement bec:Jmes saturated. NCDOT
reserves the nght to requi re terrrllnat'on of the system If, opinion of NCDOT, operation of the s prink ler system ad versely affects sa fety or maintenan ce of
the roadway
All COST , LIABILITY a nd t-1AINTENANCE of the InSt a lla t ion SHAll be the responSibility of the encroach ing party
NCDOT ap~rova l of thiS Enc ro achment Ag re e m ent covers only the a re a With In NCDOT R/W and does not grant p ermiSSIOn to work In .3 ny RAIL ROAD
RIGHT OF WAYS, Wet Land , SensItive EnVironmenta l A reas, Pnvate Property Et c. Permits and permission must be obtained from the appropriate
authorities
We ll cap shall be flush mountea w ith the gr::>ui1d/pavement 5urf3 :e In areas w ith in t he :Iear rec:)Very are3 and the routine m:nvlng bJund a rie:s, with the
fra me and :Jver deslg ,led for HS 20 lo a ding.
Any ::mtaml;Htej 50115 eilcounterej In ::mstru:tlon .3 5 500 11 from t i e well insta ll a:l:m sh a ll be removed fnm the Righ t ::>f Way orlor t:J c:>m j letlon of the
welt;;:.
Aller the monltormg well has served its Intended purpose, the e:ncroaching P.3rty shall fill the well(5) in 3 maniler 3 pproved by the DIVi sion "Jf
EnV Ironmenta l t-1anagement. Any ab:lVe ground obstructions shall a lso be removed from the Right of Way . >JJSu.. l-oc ... no ....
After InstallatiOn IS complete, markers should be placed noting the ~o prevent nsk of accidenta l damage .
All utilities that cross NCOOT maintained roads will be placed using the Dry Bore method.
Due to NCDOT Project In thIS a rea plans were reVised by NCNG & DOT personnel. The line shall be installed as shown on attached plan sheet.
Since the se wer line is proposed along the centerline of existing roadway, thus requiring overlay of the entire roadway, the manholes shaU be set at the
proposed finished 3S0la lt grade 3nd a ll sewer and water stu b-outs sh all be Installed before fina l overlay .
Since thiS utility IS located with In the future US 70 Bypass corndo;, thus neceSSItating thiS relocation the encroaching party SHAll coordinated all
construction a cti vities through our UtIl ities Coordination Unit In Ra leigh. Ph one number 919-733-7932 .
The encr:Jaching party SHAll contact Jimmy Marler with our Bndge "13 i ntenance Deo3rtment at 919 -252-6 164 before ex:avatlng ar::>und any bridge.
All pipe protruding InSide drainage structures shall be cut off and pr:)perly grouted, leaving box with a s mooth Inside finish.
The bore hole shall be set With suffiCient re:overy are3 t::l orote:t :he tr 3 velln~ Dub li: aOlj pers:)nOle l makln:;! the installation
A ll dit::hes. slopes anj other ji;;turbed 3 re3 ;;h311 be 5h3pej tJ 3 CjOllform g,3de 3;'"10 5ee jed a s pe;-att a:hed seejlng in;;tru.:tion5. A ll :;:eedlng :>peratbns
SHAll be done w ith in a reasonable time frame .
..... fLl.'> There SHAll be no valves, meters, m 3 nhote5:Jr markers set 1;'"1 r:>adw3Y 1Itches.;:ltI .... f ~i -e I" ,jl 5 t -ilea ~3 'r li r3'"' Wi th "his IO S~?1I 3 tiQ n th ey S H A/! b .:. -.:.~ at
DIC(;lOT PI'" Im e.
If there are an y changes to be made from the Original plan location With in the NCDOT Roadwa'( or R/W the encroaching pa rty sh all c ease work
Immediately and notify DOT for re-evaluatlon and approva l of pOSSible changes from the Original encroachment contract.
The encroaching party SHAll repaint all eXisting lines through the construction area.
After repa.rs have been satisfactorily completed the encroaching party shall notify the district engineer for a review to determine if a portion or the entire
roadway should have an overlay of one inch of superpave mix SF-9.sA as deemed necessary. All traffic control including roadway closure and detour shall
be the responsibility of the encroaching party notifying the NCDOT of closure and detour one week prior to closure.
There SHALL be no excavating or dnlling equipment operating With In NCDOT Roadway .
If thIS Installation reqU ires traffic stoppage, aopropriate law enforcement shall be availab le on site to d irect t ra ffic.
This encroachment IS w ithi n TIP:: prOject lImits. EnqoactJ~/Ap'pllca.ru:/Qwller
shall Install the subject utility/facility With strict adherence to the distances and depths proposed from the existing Rl ght·of-Way as denoted In the attached
construction draWings.
Should the In stallation of the entirety or any portion of the utility be deemed: by the Department or delegated authority for project representation thereof,
be in conflict w ith future project construct i on or future utili ty relocations in the area, FOR ANY REASON, Encroacher/Applicant/Owner will need to perform
necessary re locations w ithin a period not to exceed 30 calendar days and entirely at the expense of the I;..ncroac.!:Ler/ApgHcant/Qwller ..
EncrQac he r/Ao plicantl~ shall provide a copy of the as-built drawings immediately following the facility installation to the District Engineer's O ffice
complete w ith depths for the entirety of the Ins tallati on or portion thereof within the limits of TIP: ____ _
Directional drilling methods have not been g iv en stateWide approval for use on NCDOT r i ght of way . Under no condition shall jetting alone or wet bonng
WIth water of utility pipe lines be allowed . D irectiona l boring USing jetting WIth a Bentonite (or equivalent material) slurry IS approved at a minimum depth
of ten (10) feet below the pavement surface [fifteen (15) feet below the surface of partial and/or ful l control of access roads] and five (5) feet below any
ditch line . Any parallel Installation utiliZing the directi onal bonng method shall be made at a m i nimum depth of three (3) feet (cover) below the ground
surface and outside the theoretical 1: 1 slope from the existing edge of pavement except where th e parallel in stallation crosses a paved roadway. All
directiOnal bores shall maintain ten (10) feet m inimum (clear) horizontal dIstance from the nearest part of any structure, including but not limited to
bridges, footings, pipe culverts, or box culverts. A ll directional bores shall maintain ten (10) feet minimum (clear) vertica l d istance from the nearest part
of pipe c ulverts or box culverts. Direction a l b ores are n ot allowe,j beneath bridge footings, culvert w lng w 311 footings, or ret aining wa lls. T he t ip o f the drill
string shall have a cutter head. Detection wir e shall be Installed w i th non-ferrous m ate ria l. A ny changes shall be submitted to the D istrict Engineer for
approval prior to construction. For multiple condt..it Installat ions (includ i n g perpendicular and p3rallel installations), inst3 iJ conduits with five (5) feet
minimum (clea r) horizonta l separation between e ach conduit or install multiple condUits w ithin a single duct. An overbore shall not be more than two (2)
inches greater than :he diameter of the pipe, encasement, or duct. An overbore exceeding two (2) inches g r eater than the diameter of the pipe,
encasement, :)r du:t will be c:)nsidered if the encroachment agreement includes a statement Signed and sealed by a North :3rolin3 Registered Professional
Engineer Indicating th at an overbore in excess of two (2) inches of the dia meter of the pipe. en::asement, or duct w ill ar::h and no damage will be done to
the pavement or sub-grade. HOPE Pipe insta lled by directional boring s ha ll not be connected to e Xisting pipe or fittings for one week from the ti me of
Installation t;) allow tensi onal stresses to relax .
n;~~~;;:~S8~';TLi~~~': ;~~ HAS NOT RI BY A LOCAL GOVERNMENT AGENCY FOR COI'Pl'''';':<
'hITHANY APPLICABLE LA N D DEVELOPMENT REGULATIONS I G ,... .~. ..
THIS PROOUCT IS FOR REFERENCE AND IllUSTRAnON PURPOSES
ONLY AND IS ONLY AS ACCURATE AS THE
IT WAS COM?ILEO p."~.~
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• SI TE
File
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1
l-,.., .
. . /.
605011
SELMA QUADRANGLE
NORTH CAROLlNA·JOH NSTON COUNTY
7.5 MI N UTE SE RIE S (TOPOGRAPH IC)
CONTOUR INTERVAL = 10 FEET
MAP DATED 1988
TOPOG RAPHIC MAP
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SCALE IN FEET
1000 2000'
! I
PROJEC T NO . 160501 NCDOT S ITE #1 1 , SM ITHFIELD, JOHN STON CO ., NC
, ,
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.,,-............
DATE : 5/2512017
FIGURE 1
• SITE
... WATER -S UPPLY WELL
--ROADS
File : DRAWlNGS/160501 1
1500VS2
PR OJ ECT NO , 160501
D 1500 FT RADIUS
PARCE L BOUNDARY
WATER-S U
NCDOT Site No ,
F-2
SCALE IN FEET
o
I
300
!
1500 FOOT
600'
I
,NC
DATE : 8/18/2017
FIGURE 2
• SITE
& TYPE II MON ITOR ING WELL
".. DEEP TYP E II MONITORI NG WELL
~ PROPOSED MONITORING WELL
--RO ADS
PAR CEL BOUND ARY o
I
SCA LE IN FEET
100'
I
File : APPROX IMATE PROPOSED MON ITOR I NG WELL LOCATI ONS
PROJECT NO . 16 050 1 NCDOT S ITE #1" SMITHFIELD . JOHNSTON CO NC
DATE : 0 4 /05/20 19
FIGURE 3
NCDOT Site #11 Figure 4
EPA Type II Monitoring Well Completion Diagram (1l-MW17)
PROJECT : NCDOT SITE# 11 _ LOCATION : NCDOT ROW at 130 yeedin Road, Smithfield, NC
DRILLING METHOD AND EQUIPMENT USED: hollow stem auger
WATER LEVELS -: --------START-:---END: LOGGER:
2 3
1-gra vel cement
2-bol ted steel manhole cover
3-locki ng , expandable plug
1---_--9
4-land surface
5-2-inch pvc pipe
8 6-2-i nch , slot 0.01 " PVC sc reen
7-#2 OS] filter sand
8-be ntonite chips
9-neat cem ent grout
1---_--7
H ---6
6.0"
NCDOT Site #11 Figure S
EPA Type II Monitoring Well Completion Diagram (1l-MW17D)
PROJECT : NCDOT SITE # 11 _ _ LOCATION : NCDOT ROW at 130 E. Peedin Road , Smithfie ld, NC
DRI LLING METHOD AND EQUIPMENT USED: hollow stem auger or mud rotary
WATER LEVELS : ~ ~ STAR ~ ----END : LOGGER :
3
1-gravel cement
2-bo lt ed stee l manhole cover
3-lockin g, ex pa nda bl e plug
4-land surfa ce
5
5- 2-inch pvc pipe
8 6-2-inch , slot 0.0 1" PV C sc r ee n
7-#2 DS I fi lter sand
8-be nton it e chips
9-neat cem ent grout
J-_--7
:l-ji----6
6 .0 "