20141083 Ver 1_Application_20141009

PAT: McCRORY
GOVERNOR
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Dave Bailey
3331 Heritage Trade Dr., Ste. 105
Wake Forest, NC 27587
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
October 9, 2 "014
o�
T��S O T�LgT�R ?o,� D
°tipRFSo
ANOTHONi'TATA
SECRETARY
NC Division of Water Resources
Winston -Salem Regional Office
Attn: Mr. Dave Wanucha
585 Waughtown St.
Winston - Salem, NC 27P6 1 4 1 0 8
Attention: Mr, Dave Bailey and Mr. Dave Wanucha
Subject: Notification for the replacement of Bridge #97 over Chub. Creek on SR 2116
(Preacher Holmes Road) in Alamance County. WBS # 17BP.7.R.62
Dear Mr. Bailey and Mr. Wanucha,
The North Carolina Department of Transportation is scheduled to replace Bridge 497 with a new bridge
at the same location. I have included the Attachments G & L with a project description and a set of the
project plans. A "stormwater management plan is also attached. Please review this project for compliance
by your Division.
We plan to begin construction as soon as possible. If further information is required, please contact Jerry
Parker at (336) 256 -2063. Your early review and consideration will be appreciated.
Sincerely,
M. Mills, P.E.
,Division.Engin'eer, Division 7
Enclosures
cc: Tim Powers, NCDOT
Barry Harrington, Roadside Environmental 'Field Operations •Engineer; NCDOT
Jeremy Warren, NCDOT
Chuck Edwards, District 1 Engineer, NCDOT
4F'ile- Copy-°
P. O. Box 14996, GREENSBORO, NC 27415 -4996
PHONE [phone] FAX [phone]

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge, Project No.: 8-N/A County Alamance
Bridge No. 97 over Chub Creek WBS Element Number 17BP.7.R.62
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation-requirements and approval procedures
under NEPA, -as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: October 9, 2014
Applicant Name: NCDOT
Applicant Address: 1584 Yanceyville Street
Greensboro NC 27415
Primary Contact for Project: Jerry A. Parker
Phone No.: 336 -256 -2063
Is this an after -the -fact application: Yes X No
River. Basin: Jordan Lake Watershed
Stream Classification:-16--22: WS -V; NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3883 and /or Buffer Authorization
Local: None
Project Description — The project consists of replacing Bridge #97 over Chub Creek on SR
2116 (Preacher Holmes Road) and improving roadway'approaches. The existing 25' L X 18' W
single span bridge with timber deck on I -beams and timber caps on timber piles and timber
bulkheads is structurally deficient and will be replaced with a new, single span 60' L X 30' W,
cored slab bridge at the same location. An off -site detour will be utilized during construction,
The project involves- no wetland impacts (there are no wetlands on the project site), 10 linear
feet of temporary stream impacts that are necessary in order to remove the existing timber piles
and 27 linear feet of permanent stream impact associated with bank stabilization under the new
bridge span. There are no deck drains on the bridge; instead, stormwater runoff will be captured
Transportation Permitting -Unit
1650 Mail Service Center, Raleigh,,North Carolina 27699 -1650
Location: 512 N Salisbury St., Raleigh, North Carolina
Phone: 919 - 707.87841 FAX: 919 - 733 -1290
Internet: httpl /portal.ncdenr.org /web /wq
An Equal Opportunity 1 Affirmative Action Emoloyer
One
NorthCarolina
Naturally

and discharged into an existing roadside ditch at non - erosive velocities. Proposed Riparian
Buffer impacts include 3,131 square feet in Zone 1 and 1,954 square feet in Zone 2 to
accommodate the wider span bridge and the necessary fill slopes. A review was conducted'for
the presence of threatened and endangered species; there are no listed species within
Alamance County that have federal status. The Bald Eagle is protected in every county in North
Carolina under the Bald and Gold Eagle Protection Act; however, no suitable feeding /water
source is located within one mile of the project study area to support Bald Eagle habitat.
Signature:
Print Name: { !n A-11
�� e

Attachment G: Low /Minimal Impact Bridge Project Data Sheet
5 5 14
completed by: i Date
Lead-Englneef
Date
Enviro 4e�FWOer

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DIVISION 7A
BRIDGE REPLACEMENT
MARCH 2014
PREPARED BY:

PROTECT SF- 000097
SPECIAL PROVSIONS INCLUDED
Coir FiberMat
Coir Fiber Wattle Barrier
Environmentally `Sensitive Areas
Floating Turbidity Curtain
Jordan Lake Nutrient Training
Minimize Removal of Vegetation
Permanent, Soil Reinforcement Mat
Reforestation
Safety Fence and Jurisdictional Flagging
Seed Quality Specification
Seeding and Mulching: East
Seeding and Mulching Native Grass — West
Silt Check Type A with Excelsior Matting and Polyacrylamide (PAM)
Stockpile Areas and Haul Roads
Waste Areas and Borrow Sources
ALAMANCE COUNTY

COIIZ FIBER MAT:
Description
Furnish material, install and maintain cQir fiber mat in locations shown on the plans or in
locations as duetted. Work includes providing all materials, excavating and backfilling, and
placing and securing coir fiber mat with stakes, steel reinforcerrient bats or staples as directed.
Materials
Item Section
Coir Fiber Mat 1060 -14
Anchors: Stakes, reinforcement bars, or staples.shall be used as anchors.
Wooden Stakes:
Provide hardwood stakes 12 "- 24" long with a 2" x 2" nominal square cross section. One
end of the stake must be sharpened or beveled to facilitate driving through the coir fiber
mat and down into the underlying soil. The other end of the stake needs to have a V- 2"
long head at the top with a 1 "- 2" notch following to catch, and, secure the coir fiber mat.
Steel Reinforcement Bars:
Provide uncoated #10 steel reinforcement bars 24" nominal length. The bars shall have a
4" diameter bend at one end with a 4" straight section at the tip to catch and secure the
coir fiber -mat.
Staples:
Provide staples made of 0.125" diameter new steel wire formed into a u shape not less
than 12" in length with a throat of 1" in width.
Construction Methods
Place the coin fiber mat immediately upon final.grading. Provide a smooth soil surface free from
stones, clods,, or debris that will prevent the, contact of the mat with the .soil. Unroll the mat and
apply without stretching such that it will lie smoothly but loosely on the soil surface.
For stream relocation applications, take care to preserve the required line, grade, and cross
section of the area covered. Bury the, top slope end of each piece of mat in a narrow trench at
least 6 in. deep and tamp firmly. Where one roll of matting ends and a second roll begins,
overlap the end of the upper roll over the buried end of the second roll so there, is a 6 in. overlap.
Construct check trenches at -least 12 in. deep every 50 ft. longitudinally along the edges of the
neat or as directed. Fold over and bury mat to the frill depth of the trench, close and tamp firmly.
-Overlap mat at least 6 in. where 2 or more widths of mat are installed side by side.

Place anchors across the mat -at the ends approximately 1 ft. apart. Place anchors along the outer
edges and down the center of :the mat 3 ft. apart.
Adjustments in the trenching or anchoring requirements to fit individual site conditions may be
required.
Measurement and Payment `
Coin° Fiber Mat will be measured and paid for as the actual number of square yards, measured
along the surface of the ground over which coir fiber mat is installed and accepted.
No measurement will be made for anchor items.
Payment will be made under:
Pay item Pay Unit
Coir Fiber Mat Square Yard

COIR FIBER WATTLE BARRIER:
(5- 20 -13) 1630
Description
Coir fiber wattle barriers,are tubular products consisting.of coir fibers (coconut fibers) encased in
coir fiber or synthetic netting-, and used at the toe of fills or on slopes to intercept runoff. Coir
fiber wattle barriers are to be placed at locations shown on the plans or as directed. Installation
shall follow the detail provided in the plans and as directed. Work includes furnishing materials,
installation,; maintenance and removing coir fiber wattle' barriers.
Materials
Coir fiber wattle shall.meetthe following specifications:
Inner Material
100% Coir (Coconut).Fibers
Minimum Diameter
18"
Minimum Length
10 ft.
Minimum Density
5 lb. /c.f. ± 10%
Net Material
Coir (Coconut or Synthetic
Net Openings
2" x 2"
Net Strength
90.1b. ,
Minimum Weight
10 lb. /ft. :L 10%
Stakes shall be used as anchors. Provide hardwood stakes a minimum of 2 -ft long with
a 2" x 2" nominal square cross section. One end of the stake shall be sharpened or beveled to
facilitate driving down into the underlying soil.
Provide staples made of 0.125" diameter new steel wire formed into .a U -shape not less
than 12" in length with a throat of 1" in. width.
Construction Methods
Align coir fiber wattle harriers in an overlapping and alternating pattern. Excavate a trench the
entire length of each wattle with a depth of 2" to 3" for the wattle to he placed. Secure coir fiber
wattle barriers to the soil by wire staples approximately every linear foot and at the end of each
wattle. Install at least 4 stakes on the downslope side of the wattle with a maximum spacing of
2 linear feet and according to the detail. Install at'least 2 stakes on the upslope.side of the coir
fiber wattle barriers according to the detail "provided in the plans. Drive,stakes into the ground at
least 10" with no more than 2" projecting from the top of the wattle: Drive stakes at an angle
according to the detail provided in the plans.
For coir fiber wattle barriers used to reduce runoff velocity for large slopes, use a maximum
spacing of 20 ft. for the barrier, measured along the slope.

Maintain the coif fiber-wattle barriers until the project is accepted or until the coir fiber wattle
barriers are removed, and remove and dispose of "silt accumulations at the coir fiber wattle
barriers when so directed in accordance with Section 1630 of the 2012 Standard Specifications.
Measurement and Payment
Coir Fiber Wattle Barrier will'be measured and paid as the actual number of linear feet of coir
fiber wattle barrier installed and accepted. Such price and payment will be full compensation for
all work covered by this provision; including, but not limited to, furnishing all materials, labor,
equipment and incidentals necessary to install the coir fiber wattle barrier.
Payment will be made under:
Pay Item
Coir Fiber Wattle Barrier
Pay'Unit
Linear "Foot

ENVIRONMENTALLY SENSITIVE AREAS:
Description
This project is located in an Environmentally Sensitive Area. This designation requires special
procedures to be used for clearing and grubbing, temporary stream crossings, and grading
operations within the Environmentally Sensitive Areas identified on the�plans and as designated
by the Engineer. This also requires special procedures to be used for-seeding and mulching and
staged seedingwithin the project.
The Environmentally Sensitive Area shall be defined as a 50 -foot buffer zone on both sides of
the stream or depression measured from top ofstreambank or center of depression.
Construction Methods
(A) Clearing and Grubbing
In areas identified as Environmentally Sensitive Areas, the Contractor may perform
clearing operations, but not grubbing operations until immediately prior to beginning
grading operations as described in- Article 200 -1 of the Standard Specifications. Only
clearing operations (not grubbing) shall be allowed in this buffer zone until immediately
prior to beginning grading operations. Erosion control devices shall be installed
immediately following the clearing operation.
(B) Grading
Once grading operations begin in identified Environmentally Sensitive Areas, work shall
progress in a continuous manner until complete. All construction within these areas shall
progress in a continuous manner such that each phase is complete and areas are
permanently stabilized prior to beginning of next phase. Failure on the part of the
Contractor- to complete any phase of construction in a continuous manner in
Environmentally Sensitive Areas will be just cause for the Engineer to direct the
suspension of work in accordance with Article. 108-7 of the Standard Specifications.
(C) Temporary Stream Crossings
Any crossing of streams within the limits of this project shall be accomplished in
accordance with the requirements of Subarticle 107 -12 of the Standard Specifications.
(D) Seeding and Mulching
Seeding and mulching shall be performed in accordance with Section 1660 of the
Standard Specifications and vegetative cover sufficient to restrain erosion shall be
installed immediately following grade establishment.

Seeding and mulching shall be performed on the areas disturbed by construction
immediately following final grade establishment. No appreciable time shall lapse into
the contract time without stabilization of slopes, ditches and other areas within the
Environmentally Sensitive Areas.
(E) Stage Seeding
The work covered by this section shall consist of the establishment of a vegetative cover
on cut and 'fill slopes as grading progresses. Seeding and mulching shall be done in
stages on cut and fill slopes that are greater than 20 feet in height measured along the
slope, or greater than 2 acres in -area. Each stage shall ,not exceed the limits stated above.
Additional payments will not, be made for the requirements of this section, as the cost for this
work shall be included in the contract unit prices for the work,involved.

FLOATING TURBIDITY CURTAIN:
Description
This work consists of fid- nishing a Floating Turbidity Curtain to deter silt suspension and
movement of silt particles during construction. The floating turbidity curtain shall be
constructed at locations as directed.
'Materials
The curtain material shall be made of a tightly woven nylon, plastic or other non -
,deteriorating material, meeting the following specifications:
Property
Grab tensile strength
Mullen burst stength
Trapezoid tear strength
Apparent opening size
Percent open area
*md - machine direction
*cd - cross machine direction
Value
*md -370 lbs *cd -250 lbs
480 psi
*md -100 lbs *cd- 60,lbs
70 US standard sieve
4 %;permittivity 0.28 sec -1
In the event that more than one width of fabric is required, a 6" overlap, of the material
shall also be required.
The curtain material shall be supported by a flotation material having over 29 lbs /ft
buoyancy. The floating curtain shall have a 5/16" galvanized chain as ballast and dual
5/16" galvanized wire ropes with a heavy vinyl coating as load lines.
Construction Methods
The Contractor shall maintain the Floating Turbidity Curtain in a "satisfactory condition
until its removal is requested by the Engineer. The curtain shall extend to the bottom of
the jurisdictional resource. Anchor the curtain according to manufacturer
recommendations.
Measurement and Payment
Floating Turbidity Curtain wi11 be measured and paid for as the actual number of square
yards of curtain furnished as specified and accepted. Such price and payment will be full
compensation for the work as described in this section including but not limited to
furnishing all materials, tools, equipment, and all incidentals necessary to complete the
work.

Payment will be made under:
Pay Item
Floating Turbidity Curtain
Pay Unit
S4uare Yatd

JORDAN LAKE WATERSHED NUTRIENT MANAGEMENT TRAINING
REQUIREMENTS:
The person(s) responsible for applying fertilizer or persons) conducting the application of
fertilizer on this project within the Jordan Lake Watershed "shall complete the following web-
,
based iraining,prior to performing this work:
bttp•/ /portal nedenr org/ web /jordaiiiake /fertilizer - management
The cost of the training is $10.00 and, the training shall be paid" for and completed at the expense
of the Contractor and no direct payment will be made in this contract. A certificate of
completion must be presented by the persons) responsible for fertilizer application or persons)
conducting the application of fertilizer prior to performing" fertilizer application on the project
within the limits of the Jordan Lake Watershed.

MINIMIZE REMOVAL OF VEGETATION:
The Contractor shall minimize removal of vegetation at stream batiks and disturbed areas
within the project limits as directed.

PERMANENT SOIL REINFORCEMENT MAT:
Description
This work consists of furnishing and placing-Permanent Soil Reinforcement Nlat, of the
type specified, over previously prepared areas as directed,
Materials
The product shall be a permanent erosion control reinforcement mat and shall be
constructed of synthetic or a combination of coconut and synthetic fibers evenly.
distributed throughout the mat between a bottom UV stabilized netting, and; a heavy duty
UV stabilized top net: The matting .shall 'be stitched together with UV stabilized
polypropylene thread to form a permanent three - dimensional structure. The mat shall
have the following minimum physical properties.
Property
Test Method
Value
Unit
Light Penetration
ASTM D6567
9
%
Thickness
ASTM D6525
0.40
in
Mass Per Unit Area
ASTM D6566
0.55
lb /sy
Tensile Strength
ASTM D6818
385
lb /ft
Elongation (Maximum)
ASTM_D6818
49
%
Resiliency
ASTM, D 1777
>70
%
UV Stability*
ASTM D4355
>80
%
Porosity (Permanent Net)
ECTC Guidelines
>85
%
Maximum.Permissible Shear
Performance Bench
>8.0
lb /f12
Stress (Vegetated)
Test
Maximum, Allowable Velocity
Performance Bench
>16.0
ft/s
(Vegetated)
Test
*ASTM D 1682 Tensile Strength and % strength retention of material after 1000 hours of
exposure.
Submit a certification (Type 1, 2, or 3) from the manufacturer showing:
(A) the chemical and physical properties of the mat used, and
(B) conformance of the mat with'this specification.
Construction Methods
Matting shall be installed in accordance with Subarticle 1631 -3(B) of the Standard
Specifications.
All areas to be protected with the mat shall be brought to final grade and seeded in
accordance with Section 1660 of the Standard Specifications. The surface of the soil
shall be smooth, firm, stable and free of rocks, clods, roots 017 other obstructions that
a

would prevent the mat •fi-om lying in direct ,contact with the soil surface. Areas where the
mat is to be placed will not need to be mulched.
Measurement and Payment
Permanent Soil Reinforcement Mat will be measured and paid for as the actual number of
square yards measured along the surface of 'the ground over which Permanent Soil
Reinforcement Mat is installed and accepted. Overlaps will not be included in the
measurement, and will be considered as incidental to the work. Such payment shall be
full compensation for fiimishing and installing the mat, including overlaps, and for'all
' required maintenance.
Payment will be made under:
Pay Item Pay Unit
Permanent Soil Reinforcement Mat Square Yard

REFORESTATI ®N:
Description
Reforestation will be planted within interchanges and along the outside borders of the
road, and in other areas as directed. Reforestation is not shown on the plan sheets. See
the Reforestation Detail Sheet.
.All n6n- maintained riparian buffers impacted by the placement of temporary fill or clearing
activities shall be -restored to the preconstruction contours and revegetated with native
woody species.
The entire Reforestation operation shall comply with the requirements of Section 1670 of
the Standard Specifications.
.Materials
Reforestation shall be bare root seedlings 12 " -18" tall.
Construction Methods
Reforestation shall be shall be planted as soon as practical following permanent Seeding
and Mulching. The seedlings shall be planted in a 16 -foot wide swath adjacent to mowing
pattern line, or as directed.
Root dip: The roots of reforestation seedlings shall be .coated with a slurry of water, and
either a fine clay (kaolin) or a superabsorbent that is designated as a bare root dip. The
type, mixture ratio, method of application, and the time of application shall be submitted
to the'Engineer for approval.
With the approval of the Engineer, seedlings may be coated before delivery to the job or at
the time of planting, but at no time shall the roots .of the seedlings be allowed to dry out.
The roots shall be moistened immediately prior to planting.
Seasonal Limitations: Reforestation shall be planted from November 15 through March
15.
Measurement And Payment
Reforestation will be measured and paid for in accordance with Article 1670 -17 of the
Standard Specifications.

SAFETY FENCE AND JURISDICTIONAL FLAGGING:
Description
Safety Fence shall consist of furnishing materials, installing and maintaining polyethylene or
polypropylene fence along the outside riparian buffer, wetland, or water boundary, or other
boundaries located within the construction corridor to mark the areas that have been approve& to
infringe within the buffer, wetland, endangered vegetation, culturally sensitive areas or water.
The fence shall be installed prior to any land disturbing activities.
Interior boundaries for jurisdictional areas noted above shall be delineated by stakes and highly
visible flagging.
Jurisdictional boundaries at, staging areas, waste sites, or borrow pits, whether considered outside
or interior boundaries shall be delineated by stakes and highly visible flagging.
Materials
(A) Safety Fencing
Polyethylene or polypropylene fence shall be a Highly visible preconstructed safety fence
approved by the Engineer. The fence material shall have 'an ultraviolet coating.
Either wood posts or steel posts may be used. Wood posts shall be hardwood with a wedge or
pencil tip at one end, and shall be at least 5 ft. in length with a minimum nominal 2" x 2" cross
section. Steel posts.shall be at least 5 ft. in length, and have a minimum weight of 0.85 lb /ft of
length.
(B) Boundary Flagging
Wooden stakes shall be 4 feet in length with a minimum nominal 3/4" x 1 -3/4" cross section.
The flagging shall be at least 1" in width. The flagging material shall be vinyl and shall be
orange in color and highly visible.
Construction Methods
No additional clearing and grubbing is anticipated for the installation of this fence. The fence
shall be erected to conform to the general contour ofthe,ground.
(A) Safety Fencing
Posts shall be set at a maximum spacing of 10 ft., maintained in a vertical position and haind set
or set with a post driver. If hand set, all backfill material shall, be thoroughly tamped. Wood
posts may be sharpened to a dull point if power driven. Posts damaged by power driving shall be
removed and replaced prior to final acceptance. The tops of all wood posts shall be cut at a 30-

degree angle. The wood posts may, at the option of the Contractor, be cut at this angle `either
before or after the posts are erected.
The fence geotextile shall be attached to the wood posts with one 2" galvanized wire staple
across each cable or to the steel posts, with wire or other acceptable means.
Place construction stakes to establish the location, of the safety fence in accordance with Article
105 -9 or Article 801 -1 of the Standard Specifications. No direct, pay will be made for the staking
of the safety fence. All stakeouts, for safety fence shall be considered incidental to the work
being paid for as "Construction Surveying ", - except that where there is no pay item for
construction surveying, all safety fence stakeout will be performed by state forces.
The. Contractor shall be .required to maintain the safety fence in a satisfactory condition for the
duration of the project as determined by the Engineer.
(B) Boundary Flagging
Boundary flagging delineation of interior boundaries shall consist of wooden stakes on -25 feet
-maximum intervals with highly visible orange flagging attached. Stakes shall be installed a
minimum of 6" into the ground. Interior boundaries may be -staked on a tangent that.runs,parallel
to buffer but must not encroach on the buffer at any location. Interior boundaries of hand
clearing shall be identified with a different colored flagging to distinguish it from mechanized
clearing.
Boundary flagging delineation of interior boundaries will be, placed in accordance with Article
105 -9 or Article 801 -1 of the Standard Specifications. No direct pay will be made for
delineation of the interior boundaries. This delineation will be considered incidental to the work
being paid for as Construction Surveying, except that where there is no pay item or construction
surveying the cost of boundary flagging delineation: shall be included in the unit prices bid for
the various items in the contract. 'Installation for delineation of all jurisdictional boundaries at
staging areas, waste sites, or borrow pits shall consist of wooden stakes on 25 feet maximum
intervals with highly visible orange flagging attached. Stakes shall be installed a,minimum of 6"
into the ground. Additional flagging may be placed on overhanging vegetation to enhance
visibility but does not substitute.for'installation of stakes.
Installation of boundary flagging for delineation of, all jurisdictional boundaries at staging areas,
waste sites, or borrow pits shall be performed in accordance with Subarticle 230 4(a)(3)(d) or
Subarticle 802 -2(F) of the Standard Specifications. No direct pay will be, made for "this
delineation, as the cost of same shall be included in the unit prices bid for the various items in the
contract.
The Contractor shall be required to maintain alternative stakes and highly visible flagging in a
satisfactory condition for the duration of the project as determined by the Engineer.

Measurement and Payment
Safety Fence will be measured and paid as the actual number of linear feet of polyethylene or
polypropylene fence installed' in place and accepted. Such payment will be full compensation
including but not. limited to furnishing and installing fence geotextile with necessary posts and
post bracing, staples, tie wires, tools, equipment and incidentals necessary to complete this work.
Payment will be made under:
Pay 1teni Pay Unit
Safety Fence - Linear Foot

SEED MIX CRIMPING AND GUARDRAILSEED TO.BE USED BY COUNTY
Native
Seed Mix
County
Seed Mix
Crimping
Guardrail Seed
Division
1
Alamance
East
NO
Centipede
7
West
2
Alexander
West
NO
Hard Fescue /Bluegrass
12
West
3
Alleghany
West
NO
Hard Fescue /Bluegrass
11
West
4
Anson
East
NO
Centipede
10
West
5
Ashe
'West
NO
Hard Fescue /Bluegrass
11
West
6
Avery
West
NO
Hard Fescue /Bluegrass
11
West
7
Beaufort
East
YES
Centipede
2
East
8
Bertie
East
YES
Centipede
1
East
9
Bladen
East
YES
Centipede
6
East
10
Brunswick
East
YES
Centipede
3
East
11
Buncombe
`WestEd
NO
Hard Fescue /Bluegrass
13
West
12
Burke
WestEd
NO
Hard Fescue /Bluegrass
1'3
West
13
Cabarrus
West
NO
Hard Fescue /Bluegrass
10
West
14
Caldwell
West
NO
Hard Fescue /Bluegrass
11
West
15
Camden
East
YES
Centipede
1
East
16
Carteret
East
YES
Centipede
2
East
17
Caswell
West
NO
Hard Fescue /Bluegrass
7
West
18
Catawba
West
NO
Hard Fescue /Bluegrass
12
West
19
Chatham
East
YES
Centipede
8
West
20
Cherokee
WestEd,
NO
Hard Fescue/Bluegrass
14
West
21
Chowan
East
YES
Centipede
1
East
22
Clay
WestEd
NO
Hard Fescue/Bluegrass
14
West
23
Cleveland
West
NO
Hard Fescue /Bluegrass
12
West
24
Columbus
East
YES
Centipede
6
East
25
Craven
East
YES
Centipede
2
East
26
Cumberland
East
YES
Centipede
6
East
27
Currituck
East
YES
Centipede
1
East
28
Dare
East
YES
Centipede
1
East
29
Davidson
West
NO
Hard Fescue/Bluegrass
'9
'West
30
Davie
West
NO
Hard Fescue /Bluegrass
9
West
31
Duplin
East
YES
Centipede
3
East
32
Durham
East
NO
Centipede
5
East
33
Ed ecombe
East
YES
Centipede
4
East
34
Forsyth
West
NO
Hard Fescue/Bluegrass
9
West,
35
Franklin
East
NO
Centipede
5
East
36
Gaston
West
NO
Hard Fescue /Bluegrass
12
West
37
Gates
East
YES
Centipede
1
East
38
Graham
WestEd
NO
Hard Fescue /Bluegrass
14
West
39
Granville
East
NO
Centipede
5
East
40
Greene
East
YES
Centipede
2
East
41
Guilford
East
NO
Centipede
7
West
42
Halifax
East
YES
Centipede
4
East
43
Harnett
East
YES
Centipede
6
East
44
Haywood
WestEd
NO
Hard Fescue /Bluegrass
14
West
45
Henderson
WestEd
NO
Hard Fescue /Bluegrass
14
West
46
Hertford
East
YES
Centipede
1
East.
47
Hoke
East
YES
Centipede
8
West
48
Hyde
East
YES
Centipede
1
East
49
Iredell
West
NO
Hard Fescue /Bluegrass
12
West
50
Jackson
WestEd
NO
Hard Fescue /Bluegrass
14
West
51
Johnston
East
YES
Centipede
4
East
Form ESC -11

52
Jones
East
YES
Centipede
2
East
53
Lee
East
YES
Centipede
8
West
54
Lenoir
East
YES
Centipede
2
East
55
Lincoln
West
NO
Hard Fescue /Bluegrass
12
West
56,
Macon
WestEd
NO
-Hard Fescue /Bluegrass
14
West
57
Madison
WestEd
NO
Hard Fescue /Bluegrass
13
West
58
Martin
East
YES
Centipede
- 1
East
59
McDowell
WestEd
NO
Hard Fescue /Bluegrass
13
West
60
Mecklenburg
West
NO
Hard Fescue /Bluegrass
10
West
61
Mitchell
WestEd
NO
Hard Fescue /Bluegrass
13
West
62
63
Montgomery
Moore
East
East
YES
YES
Centipede
Centipede
8
8
West
West'
64
Nash
East
YES
Cenitpede
4
East
65
New Hanover
East
YES
Centipede
3
East
66
Northampton
East
YES
Centipede
1
East
67
Onslow
East
YES
Centipede
3
East
68
Orange
East
NO
Centipede
7
West
69
Pamlico ;
.East
YES
Centipede
2
East
70
Pasquotank
East
YES
Centipede
1
East
71
Pender
East
YES
Centipede
3
East
72
Perquimans
East
YES
Centipede
1
East
73
Person
East
NO
Centipede
5
East
74
Pitt
East
YES'
Centipede
2
East
75
Polk
WestEd
NO
Hard Fescue /Bluegrass
1.4
West
76
Randolph
East
YES
Centi ede
8
West
77
Richmond
East
YES
Centipede
8
West
78
Robeson
East
YES
Centipede
6
East
79
Rockingham
West
NO
Hard Fescue /Bluegrass
7
West
80
Rowan
West
NO
Hard,Fescue /Bluegrass
9
West
81
Rutherford
WestEd
NO
Hard Fescue /Bluegrass
13
West
82
Sampson
East
YES
Centipede
3
East
83
Scotland
East
YES
Centipede
8
West
84
Stanly
West
NO
Hard Fescue /Bluegrass
10
West
85
Stokes
West
NO
Hard Fescue /Bluegrass
9
West
86
Surry
West
NO
Hard Fescue /Bluegrass
11
West
87
Swain
WestEd
NO
Hard Fescue /Bluegrass
14
West
88
Transylvania
WestEd
NO
Hard Fescue/Bluegrass
14
West
89
Tyrrell
East
YES
Centipede
1
East
90
Union
West
NO
Hard Fescue /Bluegrass
10
West
91
Vance
East
NO
Centipede
5
East
92
Wake
East
NO
Centipede
5'
East
93
Warren
East
NO
Centi ede
5
East
94
Washington
East
YES
Centipede
1
East
95
Watauga
West
NO
Hard Fescue /Bluegrass
11
West
96
Wayne
East
YES
Centipede
4
East
97
Wilkes
West
NO
Hard Fescue /Bluegrass
11
West
98
Wilson
East
YES
Centipede
4
East
99
Yadkin
West
NO
Hard'Fescue /Blue g rass
11
West
100
Yance
WestEd
NO
Hard Fescue /Bluegrass
13
West
Form ESC -11

NCDOT GENERAL SEED SPECIFICATION FOR SEED QUALITY
Seed shall be sampled by the North Carolina Department of Agriculture and
Consumer Services, Seed Testing Laoratory. When said samples are collected, the vendor shall
supply an independent laboratory report for each. lot to be tested. Results from seed so sampled
shall be final. Seed not meeting the specifications shall be rejected by the Department of
Transportation and shall not be delivered to North Carolina .Department of Transportation
warehouses. If seed has been delivered it shall be available for pickup and replacement at the
supplier's expense.
Any re- labeling required by the North Carolina Department of Agriculture and Consumer
Services, Seed Testing Laboratory, that would cause :the label to reflect as otherwise specified
herein shall be.rejected by the North Carolina Department of Transportation.
Seed shall be free from seeds of the noxious weeds Johnsongrass, 'Balloonvine, Jimsonweed,
Witchweed, Itchgrass, Serrated Tussock, Showy Crotalaria, Smooth Crotalaria, Sicklepod,
Sandbur, Wild Onion, and Wild Garlic. Seed shall not be labeled with the above weed species
on the seed analysis label. Tolerances as applied by the. Association of Official Seed Analysts
will NOT be allowed for the above noxious Weeds except for Wild Onion and Wild Garlic.
Tolerances established by the Association. of Official Seed Analysts will generally be
recognized. However, for the purpose of figuring pure, live seed, the found pure seed and found
germination percentages as reported by the North Carolina Department of Agriculture and
Consumer Ser-vices, Seed Testing Laboratory will be used. Allowances, as established by the
NCDOT, will be recognized for miniinum,pure live seed as listed on-the following pages.
The specifications for restricted noxious weed seed refers to the number per pound as follows:
Restricted Noxious
Weed
Limitations per
Lb. Of Seed
Restricted Noxious
Weed
Limitations per
Lb. of Seed
Blessed Thistle
4 seeds
Cornflower (Ragged Robin)
27 seeds
Cocklebur
4 seeds
Texas Panicum
27 seeds
Spurred Anoda
4 seeds
Bracted Plantain
54 seeds
'Velvetleaf
4 seeds
Buckhorn Plantain
54 seeds
Morning -glory
8 seeds
Broadleaf Dock
54 seeds
Corn Cockle
10 seeds
Curly Dock
54 seeds
Wild Radish
12 seeds
Dodder
54 seeds
Purple Nutsedge
27 seeds
Giant Foxtail
54 seeds
Yellow Nutsedge
27 seeds
Horsenettle
54 seeds
Canada Thistle
27 seeds
Quackgrass
54 seeds
Field Bindweed
27 seeds
Wild Mustard
54 seeds
Hedge Bindweed
27.seeds
Seed of Pensacola Bahiagrass shall not contain more than 7% inert matter, "Kentucky Bluegrass,
Centipede and Fine, or .Hard Fescue shall not contain more than 5% inert matter Whereas a
maximum of .2% inert matter will be allowed on all other kinds of seed. In addition, all seed
shall not contain more than 2% other crop seed nor more than 1 % total weed seed. The
germination rate as tested by the North Carolina Department of Agriculture shall not fall below
70 %, which includes both dormant and hard seed. Seed shall be labeled with not more than 7 %,

5% or .2% inert matter (according to above specifications), 2% other crop seed and 1% total
Weed seed.
Exceptions may be made for minimum pure live seed allowances when cases of seed variety
shortages are verified. Pure live seed percentages will be applied in a verified shortage situation.
Those purchase orders of deficient seed lots will be credited with the percentage that the seed is
deficient.
FURTHER SPECIFICATIONS FOR EACH SEED GROUP ARE GIVE BELOW:
Minimum 85% pure live "seed; maximum 1% total weed seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 83% pure live seed
will not be approved.
Sericea "Lespedeza
Oats (seeds)
Minimum 80% pure live seed; maximum 1 % total weed seed; maximum 2% total other crop;
maximum 144 restricted noxious weed seed per pound. Seed less than 78% pure live seed will
not be approved.
Tall Fescue (all approved varieties) Bermudagrass
Kobe Lespedeza Browntop Millet
Korean Lespedeza German Millet - Strain R
Weeping Lovegrass Clover - Red/White /Crimson
Carpetgrass
Minimum 78% pure live seed; maximum 'l% total weed- seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 76% pure live seed
will not be approved.
Common or Sweet Sundangrass
.Minimum 76% pure live seed; maximum 1% total weed 'seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed.seed per pound. Seed less than 74% pure live seed
will not be approved.
Rye (grain; all varieties)
Kentucky Bluegrass (all approved varieties)
Hard Fescue (all approved varieties)
Shrub (bicolor) Lespedeza
.Minimum 70% pure live seed; maximum ,l% total weed seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 70% pure live seed
will not be approved.
Centipedegrass Japanese Millet
Crownvetch Reed Canary Grass
Pensacola Bahiagrass Zoysia

Creeping Red Fescue
Minimum 70% ,pure live seed; 'maximum 1% total weed seed; maximum 2% total other crop
seed; maximum S% inert matter;maximum 144 restricted noxious weed seed per pound.
Barnyard Grass
Big Bluestem
Little Bluestem
Bristly Locust
Birdsfoot Trefoil
Indiangrass
Orchardgrass
Switchgrass
Yellow Blossom Sweet, Clover

STABILIZATI ®N REQUIREMENTS:
Stabilization for this project shall comply with the time frame guidelines as specified by the
NCG- 010000 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 -
disturbing 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 10 i1. or less
Slopes 3:1 or flatter, with.a slope of length of 50 ft. or'less
Slopes-4:1 or flatter
The�stabilization timefiame for High Quality Water (HQW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQ) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground 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 RoadwayAreas
March 1 - August 31
50# Tall'Fescue,
10# Centipede
25#
Bermudagrass (hulled)
500 #'
Fertilizer
4000#
Limestone
March 1 — August 31
September 1 - February 28
50#
Tall Fescue
10#
Centipede
35#
Bermudagrass ( unhulled)
500#
Fertilizer
4000#
Limestone
Waste and Borrow Locations
75#
Tall Fescue
25#
Bermudagrass (hulled)
500#
Fertilizer
4000#
Limestone
September 1 - February 28
75#
Tall Fescue
35#
Bermudagrass (unhulled)
500#
Fertilizer"
4000#
Limestone
Note: 50 # -of Bahiagrass may be substituted for either Centipede or Bermudagrass'only upon
Engineer's request.
Approved Tall.Fescue Cultivars

2 "d Millennium
Duster
Magellan
Rendition
Avenger
Endeavor
Masterpiece
Scorpion
Barlexas
Escalade
Matador
Shelby
Barlexas .1I
Falcon II, I1I, IV & V
Matador GT
Signia
Barrera
Fidelity
Millennium
Silverstar
Barrington
Finesse II
Montauk
Southern Choice II
Biltmore
Firebird
Mustang 3
Stetson
Bingo
Focus
Olympic Gold
Tarheel
Bravo
Grande.II
Padre
Titan Ltd
Cayenne
Greenkeeper
Paraiso
Titanium
Chapel Hill
Greystone
Picasso
Tomahawk
Chesapeake
Inferno
Piedmont
Tacer
Constitution
Justice
Pure Gold
Trooper
Chipper
Jaguar 3
Prospect
Turbo
Coronado
Kalahari
Quest
Ultimate
Coyote
Kentucky 31
Rebel Exeda
Watchdog
Davinci
Kitty Hawk
Rebel Sentry
Wolfpack
Dynasty
Kitty Hawk 2000
Regiment II
Dominion
Lexington
Rembrandt
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 pounds per acre
and add 20# of Sericea 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
of 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
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.

STABILIZATION REQUIREMENTS:
Stabilization for this project' shall comply with the time frame guidelines as specified by the
NCG- 010000 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 -
disturbing 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 10 ft. 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 (HQ W). Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
NATIVE GRASS SEEDING AND MULCHING:
(West)
Native, Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and
riparian areas, and adjacent to Stream Relocation and/or trout stream construction within a 50
foot zone on both sides of the stream or depression, measured from top of stream bank or center
of depression. The stream bank of the stream relocation shall be seeded by a method that does
not alter the typical cross section of the stream bank. Native Grass Seeding and Mulching shall
also be performed in the permanent soil reinforcement mat section of preformed scour holes, and
in other areas as directed.
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.
August 1- June 1
18# Creeping Red Fescue
8# Big Bluestein
6# Indiangrass
4# Switchgrass
35#
Rye Grain
500#
Fertilizer
4000#
'Limestone
May 1—
September 1
18#
Creeping Red Fescue
8#
Big Bluestem
6#
Indiangrass
4#
Switchgrass
25#
German or Browntop Millet
500#
Fertilizer
4000
Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen Boreal Epic Cindy Lou

"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
of 400 pounds and seeded at the rate of 50 pounds per acre. 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 Topdr"essing
Fertilizer used for iopdressing 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, and
the rate of application 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 shall be" 6 inches.
Measurement and Payment
Native Grass Seeding and Mulching will be measured and paid for in accordance with Article
1660 -8 of the Standard Specifications.

TEMPORARY "ROCK SILT CHECK TYPE A WITH EXCELSIOR "MATTING AND
POLYACRYLAMIDE (PAM):"
Description
Temporary Rock Silt Checks Type A, with Excelsior Matting and Polyacrylamide (PAM) are
devices utilized in temporary and permanent ditches to reduce runoff velocity and incorporate
PAM into the construction runoff to increase settling of sediment particles and reduce'turbidity
of runoff. Temporary Rock Silt Checks Type A with Excelsior Matting, and PAM are to be
placed at locations shown on the. plans or as directed. Installation shall follow the detail
provided in the plans and as directed. Work includes furnishing materials, installation of
Temporary Rock Silt Checks Type A, matting- installation, PAM application, and removing
Temporary Rock Silt Checks Type A with Excelsior Matting and PAM.
Materials
Structural stone shall be class B stone that meets the requirements of Section 1042 of the
Standmd.Spec "ifacations for Stone for Erosion Control, Class B.
Sediment control stone shall be #5 or #57 stone, which meets the requirements of Section 1005
of the Standard Specifications for these stone sizes.
Matting shall meet the requirements of Excelsior Matting" in Subarticle 1060 -8(B) of the
Standard Specifications, or shall meet specifications, provided elsewhere in this contract.
Polyacrylamide (PAM) shall be applied 'in powder form and "shall be anionic or neutrally
charged. Soil samples shall be obtained in areas where the Temporary Rock Silt Checks Type A
with Excelsior Matting and PAM will be placed, and from offsite material used to construct "the
roadway; and analyzed for the appropriate PAM flocculant to be utilized with each Temporary-
Rock Silt Check Type A. The PAM product used shall be listed on "the North Carolina
Department of Environment and Natural Resources (NCDENR) Division of Water Quality
(DWQ) web site as an approved PAM product-for use in,North.Carolina.
Construction Methods
Temporary Rock Silt Checks Type A shall be installed in accordance with Subarticle 1633 -3(A)
of the Standard Specifications, Roadway Standard Drawing'No. 1.633.01 and the detail provided
in the plans.
Installation of matting shall be in accordance with the detail provided in the plans, and anchored
by placing Class B stone on top of the matting at the upper and lower ends.
Apply PAM at a rate of 4 ounces over the center portion of the Temporary Rock Silt Checks
Type A and matting where the water is going to flow over. PAM applications shall 'be done
during construction activities and after every rainfall event that is equal to or exceeds" -0.50 in:

The Contractor shall maintain the Temporary Rock Silt Checks Type A with Excelsior Matting
and PAM until the project is accepted or until the Temporary Rock Silt Cheeks Type A with
Excelsior Matting and PAM are removed, and shall remove and: dispose of silt accumulations at
the Temporary Rock Silt Checks Type ,A with Excelsior Matting and PAM when so directed in
accordance with the requirements of Section 1630 of the Standard Specifications.
Measurement and Payment
Teinporary Rock Silt Checks Type A will be measured and paid for in accordance with Article
1633 -5 of the Standard Specifications, or in accordance with specifications provided elsewhere
in this contract.
Matting will be measured and paid for in accordance with. Article 1631 -4 of the Standard
Specifications, or in accordance with specifications provided elsewhere in this contract.
Polyacrylamide(PAM will be measured and paid for by the actual weight in pounds of PAM
applied to the Temporary Rock Silt Checks Type A. Such price and payment will be full
compensation for all work, covered by this section, including, but not linuted to, furnishing all
materials, labor, equipment.and'incidentals necessary to apply the Polyacrylamide(PAM.
Payment will be made under:
Pay Item Pay Unit
Polyacrylamide(PAM) Pound

STOCKPILE AREAS:
The Contractor shall install and maintain "erosion control devices sufficient to contain
sediment around any erodible material stockpile areas as directed.
ACCESS AND HAUL ROADS:
At the end of each working day, the Contractor shall install or re- establish temporary
diversions or earth berms across access /haul roads to direct runoff"into sediment devices.
Silt fence sections that "are temporarily' removed shall be reinstalled across access /haul
roads at the end of each working day.
F-

WASTE AND BORROW SOURCES:
Payment for temporary erosion control measures, except .those made necessary by the
Contractor's own negligence or ,for his own convenience, will be paid for at the appropriate
contract unit price for the devices or measures utilized in borrow sources and.waste areas.
No additional payment will be made for erosion control devices or permanent seeding and
mulching in any commercial borrow or waste pit. All erosion and sediment control practices that
may be required on a commercial borrow or waste site will be done at the Contractor's expense.
All offsite ,Staging Areas, Borrow and Waste sites shall be in accordance with `Borrow and
Waste Site Reclamation Procedures for Contracted Projects" located :at:
http: / /wwwalcdot: s /downloads /Files /Contracts
dReclamationProcedures.pdf
All forms and documents referenced in the `Borrow and Waste Site Reclamation Procedures for'
Contracted'Projects" shall be included with the reclamation plans for offsite staging areas, ,and
borrow and waste sites.

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Project Tracking No. (Internal Use)
12 -06 -0057
NO PREHISTORIC OR HISTORIC PROPERTIES
PRESENT /AFFECTED FORM
PROJECT INFORMATION
Project No: Str.# 000097
WBS No: 17BP.7.R.45
F.A. No: na
Federal (USA CE) Permit Required?
Project Description:
County: Alamance
Document: Minimum Criteria Sheet
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: NWP 3 and/or 14
The project calls for the replacement of Bridge No. 97 on SR 2116 (Preacher Holmes Road) over Chub
Creek in Alamance County along the existing alignment. The archaeological Area of Potential Effects
(APE) for the project is defined as a 600 foot (182.88 m) long corridor running 300 feet (91.44 m) north
and 300 feet (91.44 m) south along SR 2116 from the center of Bridge No. 97. The corridor is
approximately 150 feet (45.72 m) wide extending 75 feet (22.86 m) on either side of SR 2116 from its
present center.
SUMMARY OF FINDINGS
The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined:
Archaeology
® There are no National Register- listed or Study Listed properties within the project's area of potential
effects.
❑ No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological resources.
® Subsurface investigations did not reveal the presence of any archaeological resources considered eligible
for the National Register.
® All identified Archaeological sites located within the APE have been considered and all compliance for
archaeological resources with Section 106 of the National Historic Preservation Act and GS 121 -12(a) has
been completed for this project.
® There are no historic properties present or affected by this project. (Attach any notes or documents as
needed)
"No Historic Properties Present " form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement
NCDOT Archaeology & Historic Architecture Croups

12 -06 -0057
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Bridge No. 97 is just west of the Haw River, northwest of Saxapahaw, northeast of the Cane Creek
Mountains, and south of Graham in the southern half of Alamance County, North Carolina. The project
area is plotted in the northwest corner of the Saxapahaw USGS 7.5' topographic quadrangle (Figure 1).
A map review and site file search was conducted at the Office of State Archaeology (OSA) on June 22,
2012. No previously known archaeological sites have been identified within or adjacent to the APE, but
six sites (31AM253, 31AM257, 31AM260, 31AM267, 31AM268, and 31AM274) are recorded within a
mile radius of the bridge. In addition, no existing National Register of Historic Places (NRHP), Locally
Designated (LD), Determined Eligible (DE), State Study Listed (SL), or Surveyed Site (SS) properties are
within or adjacent to the archaeological APE. Topographic maps, USDA soil survey maps, aerial
photographs (NC One map), and historic maps (North Carolina maps website) were utilized to gage
environmental factors that may have contributed to historic or prehistoric settlement within the project
limits and to assess the level of ground disturbance. An archaeological field and reconnaissance survey
was conducted on July 18, 2012, to help assess the project area.
Bridge No. 97 and SR 2116 cross Chub Creek roughly north to south. The creek runs east and empties
into the Haw River. These waterways are part of the Cape Fear drainage basin. The APE is situated
within a narrow drainageway with gentle hillside slopes and ridge toes on either side (Figure 2). The area
is mostly open with residential and recreational properties, but a wooded lot is present in the northwest
quadrant (Figures 3 -5). A man -made pond is also in the southeast (Figure 6). It seems that the some of
the hillsides epically near the pond have been graded. Soil erosion is a problem as well on exposed
ground surface on the residential properties. Overall, ground disturbance range from minimal to severe.
A review of the USDA soil survey map suggests that the APE is composed of three soil types (Figure 7).
North of the bridge, the hillside and ridge toe are composed of Georgeville silt loam (GaD). This series is
well drained and situated on slope of 10 to 15 percent. The southern hillside and ridge toe consists of
Appling sandy loam (AdB2, and AdC2). This series is well drained too with slope between 2 to 10
percent. Lastly, the drainageway is made up of Mixed Alluvial land (Md) of sandy loam. Unlike the
other Mixed Alluvial land series (Me), these soils are well drained with a very deep water table and rarely
flood. Due to being well drained and dry, these three soil series have the potential of yielding significant
deposits.
All previous archaeological investigations have been carried out east of the Haw River and cover only a
very small area. In all, six prehistoric sites (31AM253, 31AM257, 31AM260, 31AM267, 31AM268, and
31AM274) have been identified within a mile of the bridge. All of the sites are situated on ridge toes or
ridge tops overlooking the Haw River or its tributaries. Soils include Herndon silty clay loam (HeD3),
Goldston channery silt loam (GcE), and Georgeville silty clay loam (GbB3). The sites consist of lithic
scatters that date to unidentified prehistoric periods. No sites have been determined eligible for the
NRHP. It seems that the project area is found in a location of high concentration for prehistoric sites.
Although none of these sites have been recommended as eligible, investigations have only covered a
small area. More extensive sites could be located elsewhere in the generally vicinity. Additional work is
needed primarily west of the Haw River, where research is lacking.
The initial archaeological field investigation consisted of 12 shovel test placements (STPs) at 30 -m
intervals (see Figures 2 and 7). Three STPs were excavated in each of the four quadrants. Soil erosion
was moderated to high along the ridge toes and hillside slopes in the northeast, southeast, and southwest
quadrants. In these quadrants, the typical surface layer is 5 to 15 cm (2 to 6 in) thick and is a strong
brown (7.5YR 4/6) sandy loam or sandy clay loam. This is followed by a yellowish red (5YR 4/6) clay
subsoil. In some areas, soil at the surface has been stripped away for landscaping purposes. STPs in the
"No Historic Properties Present "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups

12 -06 -0057
drainage reveal a different soil make -up. The upper stratum is a dark yellowish brown (IOYR 4/4) silty
loam that is approximately 30 cm (12 in) thick. Beneath this is a layer of river cobbles that extend for at
least another 20 cm (8 in). Further excavations of STPs in the drainage were halted at the rock level due
to the difficulty of breaking through. During the initial survey, one STP ( #12) in the northwest quadrant
yielded. prehistoric material and was recorded as site 31AM406. An additional 5 STPs ( #13 -17) were
excavated at 15 -m intervals in a cruciform pattern in order to help define the site and determine it
eligibility for the NRHP.
Site 31AM406 is situated on a- forested ridge toe that overlooks Chub Creek to the south (Figure 8). Only
a very small portion of the site falls within the northwest corner of the APE. During this investigation, a
total of six STPs ( #12 -17) were excavated within the site boundaries, of which four produced prehistoric
lithic material. Since the site extends outside of the APE, its full extent was not determined. The site
appears to cover the entire landform and measures at least 30 in east -west x 60 in north - south. It is
bounded by a man -made pond to the west and slope to the south and east. It is not clear how far north the
site extends, and there is the possibility that it might also extend across SR 2116 to the northeast. Soil
stratigraphy consists of only two levels. The upper layer is a yellowish brown (IOYR 5/6) or brown
(IOYR 5/3) silty loam or silty clay loam that is between 15 and 30 cm (6 and 12 in) thick. All artifacts
were recovered within this layer, which is likely an old plowzone. Subsoil is a yellowish red (5YR 5/8)
clay that reaches at least 40 cm (16 in) below the surface. Gravel was heavy in both layers. Throughout
the site, 14 flakes were found (Table 1). The majority were composed of meta - volcanic (n =12) material,
while quartz (n =2) was used to a lesser extent. No diagnostic artifacts or subsurface features were
identified during excavations. Surface visibility was poor, and no attempt was made at a surface
inspection. Due to the site's small size, low artifact density within the plowzone, and the potential for no
intact deposits with the APE, it is unlikely for site. 31AM 406 to provide new or significant information
towards the prehistoric period. The portion of the site within the APE is recommended as ineligible for
the NRHP.
The earliest map to depict the project area is William Spoon's 1893 map of Alamance County (Figure 4).
This map shows a road, which is likely a predecessor to SR 2116, crossing Chub Creek. The map plots
nothing else within or near the project area as all households and structures are well away from the
crossing. Similarly, early 20th century maps such as the 1901 soils survey and the circa 1910 U.S. Post
Office maps show no significant changes in the area (Figures 5 and 6). From this review, it looks
unlikely that any deposits associated with former structures will be encountered within the project limits.
The defined archaeological APE for the proposed replacement of Bridge No. 97 is located within the
Chub Creek drainage and along neighboring hillsides and ridge toes. The archaeological subsurface
investigation identified one prehistoric site (31AM406) on the ridge toe in the northwest quadrant. This
site occupies only a very small area within the APE. All artifacts were found in disturbed context, and it
appears very likely that no intact deposits are within the project limits. As a result, the small section of
site 31AM406 that resides within the APE has been recommended ineligible for the NRHP. No further
work is required for this site. It had also been determine from the map review that no former historic
structures were ever situated within the project area, and it is unlikely significant historic deposits will be
encountered. As long as impacts to the subsurface occur within the defined APE, no further
archaeological work is recommended for the replacement of Bridge No. 97 in Alamance County. If
construction should affect subsurface areas beyond the defined APE, further archaeological consultation
will be necessary.
"No Historic Properties Present " form for Minor Transportation Projects as Qualttfied in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups

12 -06 -0057
SUPPORT DOCUMENTATION
See attached: Map(s), Previous Survey Info, Photos, Correspondence, Photocopy of notes from survey.
Signed:
8/1/12
C. Damon Jones
Cultural Resources Specialist, NCDOT Date
"No Historic Properties Present "Jorm for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement
NCDOT Archaeology & Historic Architecture Groups

12 -06 -0057
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"No Historic Properties Present " form for Minor Transportation Projects as Qualified in the 1007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups
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NC DOT Bridge 97 over Chub Creek
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NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No.
WBS No.
F.A. No:
Str. # 000097
17BP.7.R.45
Federal (USACE) Permit Required?
County:
Document:
Project Tracking No. (Internal Use)
12 -06 -0057
Alamance
PCE or MCC
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Description:
Replace Bridge no. 97 in -kind on SR 2116 (Preacher Holmes Road) over Chub Creek The project will
have an off -site detour that will not receive any improvements. There will be minor ditch -line impacts.
The area of potential effects is 75 feet either side from the centerline of the roadway /bridge and 300 feet
from either end of the bridge. Project length is approximately 500 feet. Bridge no. 97 is in poor condition
and was selected to be replaced under the State Funded Bridge Replacement Program- Design -Build Year
2.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was
conducted on 6/19/12. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in
the Area of Potential Effects (APE). The CRS also reviewed Alamance County GIS and tax records and
no properties over the age of fifty years old appear to be in the APE; this finding was confirmed by
Google Street View. Additionally, Bridge no. 97 is not eligible for the National Register of Historic
Places according to the NCDOT Historic Bridge Survey. Thus, a survey is not required for this project.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
HPO quad maps, HPOweb GIS mapping, Alamance County GIS /tax records, Google maps and Google
Street View are considered valid tools for the purposes of determining the likelihood of historic
resources being present. A survey is not required for this project.
SUPPORT DOCUMENTATION
See attached: Map(s), Alamance County GIS /tax records.
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED
ARCHAEOLOGY HISTORIC ARCHITECTURE (CIRCLE ONE)
6/1)0/1;2
Resources Specialist
"No Survey Required "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
NCDOT Archaeology & Historic Architecture Groups

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� welcome to the Alamance County GIS Site. THIS IS NOT A LEGAL DOCUMENT. Alamance County shall assume no liability for any errors, omissions, or
CO N N E CTGIS inaccuracies in the information provided regardless of how caused; or any decisions made or actions taken or not taken by user in reliance upon any
MOSmtiG information or data furnished hereunder. The user knowingly waives any and all claims for damages against any and all of the entities comprising the
ALAMA14CE COUNTY GIS SYSTEM that may arise from the mapping data.
Address Points
e Address
n • Tax Address
73pggG
o Preliminary Address
Streets
- Roach
-- Preliminary Roads
n
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++ Floodplain
S 100 Year Fkx>dway wrt11 BFEs (at)
f 100 Year Floodway(aetw)
500 Year Floodplain (x)
B�L��RO 1 Hydrology
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fntemwIlem Streams
permanent Streams
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httn:// alamancecounty. connectgis .com/DownloadFile.ashx ?l= an maD5e60bad6962546... 6/18/2012

ConnectGIS Feature Report
Page 2 of 2
OBJECTID
57958
GPIN# (State ID)
8891228427
Parcel ID
150995
Old Tax ID
7 -7 -11A
CalcAcres
2.56504027
Owner Name
CLARK JOHN D 1R
2nd Ownr Name
CLARK ASHLEY N
Parcel Ownr Add rs;
4343 PREACHER HOLMES RD
OwnCity
GRAHAM
OwnSt
NC
OwnZip
27253
DdAcres
3
Dd Pg
0860
Dd Bk
2906
Parcel Site Address
4343 PREACHER HOLMES RD
Lot#
LT 1
Pit Pg
10473
Pit Bk
1065
Parcel Ownr 2nd Addrs
I
Yr Bit
11970
RSIN FO
111733.138116345
httn• / /alamnnrecrnrnnty cnnnectaic cnmfDownlnadFile. achx ?i= aoe man5e60had696?.54c9 . E/1 R/2012

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Page 2 of 2
OBJECTID
57697
GPIN# (State ID)
8891322254
Parcel ID
151014
Old Tax ID
7 -16 -1C
CalcAcres
4.99260738
Owner Name
HERNDON MARION HOWARD & SHEILA
2nd Ownr Name
Parcel Ownr Add rs
4340 PREACHER HOLMES RD
OwnCity
GRAHAM
OwnSt
NC
OwnZip
27253
DdAcres
3
Dd Pg
139
Dd Bk
519
Parcel Site Address
4340 PREACHER HOLMES RD
Lot#
Pit Pg
I
lPit Bk
Parcel Ownr 2nd Addrs
I
Yr Bit
1979
RSIN FO
1217477.93197488
httn:/ /alamancecounty.connectais.con- DownloadFile.ashx ?i= an mao87f76cc07b504445... 6/18/2012

ConnectGIS Feature Report
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CON N ECTGIS Welcome to the Alamance County GIS Site. THIS IS NOT A LEGAL DOCUMENT Ala mance County shall assume no liability for any errors, omissions, or
inaccuracies in the information provided regardless of how caused; or any decisions made or actions taken or not taken by user in reliance upon any
"�'' "� information or data furnished hereunder. The user knowingly waives arty, and all claims for damages against any and all of the entities comprising the
ALAMANCE COUNT/ GIS SYSTEM that may arise from the maooirw data.
*11
42
!A
1 : 70 Feet
i I
Address Points
e Address
• Tax Aodresa
o Pret{minary Address
Streets
Roads
—... Prellmmary Roads
P[ivate Roads
Floodplain
f 100 Year Fktodvray wtN HFEs (ao)
f 100Year Floodway (aetw)
500 Year Flvodplan (x)
Hydrology
Dam
lntermlttem Streams
Permanent Streams
Watershed
BOW
RCD
INCA
httn-// alamancecrninty_ cnnnectai s_cem[DnwnleadFile.ashx?i= ass man2h31 89796264436... 6/19/2012

ConnectGIS Feature Report
Page 2 of 2
OBJECTID
58684
GPIN# (State ID)
8891322860
Parcel ID
151016
Old Tax ID
7 -7A -1
CalcAcres
1.18868371
Owner Name
BRAXTON ROAD LLC
2nd Ownr Name
Parcel Ownr Addrs
841 MEMORIAL DR
OwnCity
WARSAW
OwnSt
NC
OwnZi p
28398
DdAcres
0
Dd Pg
0746
Dd Bk
3018
Parcel Site Address
4308 PREACHER HOLMES RD
Lot#
LT 1
Pit Pg
0087
Pit Bk
021
Parcel Ownr 2nd Addrs
jYr Bit
1979
RSINFO
151779.0563359875
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