20130918 Ver 6_Approved Borrow Pit - Hines Chapel_20150812

PnT McCaoav
GOVERNOR
Contract:
WBS:
T.I.P
Coui�ty:
Description:
a0�
�`rr ���
STATE OF NORTH CAROLINA
DEPAR'1'MENT OF "I IZANSPORTAT`ION
NICIiOLAS J. "fF,NNYSON
SECRETAFtY
August I 1, 2015
C203399
348213.S6
U-2525 B
Guilford
Greensboro Eastern Loop From North of US-70 to US 29 North of Greeusboro
Mr. Andy Downs
Flatuon Coustn�ctors, Iua — Biythe Development Co. Joint Venhire
7614 Busiuess Park Drive, Suite G
GXeeusboro, NC 27409
Subject Approval of Hines Chapel Bon•ow Pit
De�r Mr. Downs,
Please fmd e��closed a copy of tlie submitted plans for the proposed borro�v pit at 3280 Hiues Chapel
Road adjacei�t to the referenced project These plans have been reviewed ai�d are "Approved" for use.
Please ensure that alI erosion items are maintaiued aud that all conditions of the plans are adhered to.
Any proposed changes to the approved plan should be submitted for review prior to impleme��t��g the
proposed changes. All recouuveudatiais listed in NCDOT's Roadside Enviromneutal Uuit Reclamatiou
Plan Report shall be followed at the subject site.
[f you have any questions, please coi�tact me �t 375-1774.
Respeetfully Yours,
j� i�rs+.,��yrs
B. V. Smith
Resident Engineer
Allnclunen�s
cc: Borro�vAVaste Pil file
Kevin Woodard
Joe Lowe
Kenny O�vens
ec. 1.M. Mills, P.C.
V.G. Davis, P.E.
llave Wanucha, NCDEIJR
David Bailey, USACE
6arry Harrington
1erry� ParAcr
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Faac No. [phone]

North Carolina Department of Transportation
Roadside Environmental Unit
Reclamation Plan Report
Proiect Information
Project Number: 34821.3.S6 TIP Number: U-2525B
Division #: 7 County: Guilford
Project Type: Contract River Basin: Cape Fear
Project Location
Description: Greensboro Eastern Loop from N. of US 70 to US 29 N. of Greensboro.
Site Information
Reclamation Type:
Evaluator:
Waste Evaluatlon Date: 08/05/15
Barry Harrington Site Name: Hines Chapel Rd. Borrow site
Acreage: 5.2 Lat-Long:
Title of Topo Maps
Reviewed: Yes
Reclamation
Location Description: Located at 3280 Hines Chapel Rd. on NCDOT property(Parcels 39 & 41).
Main Checklist
�✓ Reclamation Form Completed
❑✓ Vicinity Map Included
�✓ Topo Map Included
QQ Soil Survey Map Included
❑✓ Erosion Control (EC) Plan Included
o<<,o.,�
, "�:
, <
99 Fry)OIMHSVOt`P
C
�Seeding Specifications Included
❑✓ Calculations Provided
Is the Mandatory Environmental Assessment included? (include T&E
�species, wetland, and stream impacts)
Preliminarv Plan
Yes No NIA
❑ �✓ ❑ Is the site commercial? (If so, include permit number mine sites cannot receive waste material without
written permission from the Regional LQ Engineer)
� ❑ ❑ Is the E&SC / SW Level III Certification Number Given?
❑ ❑ �✓ Are the GPS coordinates of lhe upstream and downstream sampling locations given?
❑ ❑ ❑✓ Does the site fall within the 100 year floodplain? w}w�.ncnoodmaps.com
, —.
u �� � i If so, havc thev submtlfec� docu[ �� �atic�7 °�o��, � u� ?o ,a� c{.»eCni �,3 � uF zae i�„ it '.g
!he activily?
❑✓ ❑ ❑ Is the pit located within 400' of jurisdictional wetlands and streams?
❑ � � Will excavation e�end below water table?
� �� ���' iP �tl I13,,!'il8 � S I1!Rty.'t;�lrr)S i7'� ( Kfii�d,elS IIV( .I_) i7P,C',Il
IlO�ifiE?(� �
�.�i _ 'ij I(5� avu al nr+%��j w�t a� cu �n�d stienri ��vitl, -� �c 4�,7 �� .ffer
been rlelir�eated"i
0✓ ❑ ❑ Is the SHPO letter included for Historical Properties?
❑ ❑ �✓ Are Riparian Buffer Rules applicable?
8l05/2015 4:17 PM Page 1 of 3

Yes No NIA
❑ ❑ ❑✓
0 ❑ ❑
❑ 0✓ O
� O ❑
Is site located within a High Quality Water (HQV� Zone?
Is it clear that slopes are to be conslructed so that temp or permanent seeding can be accomplished
during the borrow/waste activity? (ie. no vertical slope)
Was the Reclamation Plan reviewed onsite?
Is the Property owner statemenUsignature included?
Erosion Control Plan
Yes No NIA
❑✓ ❑ ❑ Is the Symbol sheet or legend included?
�✓ ❑ ❑ Are perimeter measures indicated (TSD, TD, Type B Sediment Dams, etc.)?
❑ ❑ 0✓ Are basins designed for 3,600 cubic feet of storage per disturbed area (1,800 cubic feet per acre for
skimmer basins) or RUSLE2 analysis?
❑✓ ❑ ❑ Have basins been designed using the surface area equation? (A=435Q�p or 325Q�p for skimmer
basins)
�✓ ❑ ❑ Do basins have at least a 2:1 length to width ratio?
❑✓ ❑ ❑ Does a cross sectional view clearly indicate 2:1 slopes (3:1 coastal plain criteria)?
QQ ❑ ❑ Have proper buffer zones been indicated? (50' undisturbed for streams, 25' undisturbed for wetlands,
10' from property lines for borrow sites, and 10' buffer belween disposal areas and property lines,
residential dwellings, commercial or public building and wells.) 'Local ordinances may require
additional setback.
❑ 0 ❑ Are stockpiles indicated and protected? (Language should also mention temp seeding of stockpiles.)
❑ ❑ �✓ Are construction entrances identified?
❑ ❑ � Does plan indicate that construction entrance pads are stabi�ized appropriately?
❑ ❑ 0✓ Are haul roads shown?
❑ ❑ � Are E&SC devices adequate along haul road?
Pit Dewaterinn
Yes No NlA
❑ ❑ 0✓ Is the site located within one of the 15 CCPCUA sites? If so,
■
■
■
■
■
■
■
I�
■
■
■
■
■
■
■
■
❑✓
�✓
0
0
�✓
0✓
�✓
�✓
❑ ❑ 0✓
0 ❑ O
8/05/2015 4:17 PM
J , '= e��c �vel', uer ��ea` . , [;� .r � e ,;i[ i,., narj>
, I .... ���iE P t�7 r, �nsc`�a� 3e .:apaci i���en?
!! � ,_, Are the i at�iude an:[ f r,ny:hid� a��rdinates ;` purr�n ��.a�ion g:�,�en .
❑ '� ,r� I{as the t'Eir�iit r>ea� ut, �ikiad ,em Wate� F2es�, �rces?
Is the site currently under a mining permit? If so, is permit number given?
Are 3:1 slopes being indicated on a cross sectional view?
Is the stilling basin designed for appropriate storage volume needed?
Is the stilling basin designed for at �east a 2:1 length to width ratio?
Is the pump intake floating in the rim ditch?
Is the pump discharge in the stilling basin dissipated?
Are baffles shown in lhe stilling basin?
Is water being drawn irom the top of the water column prior to being discharged? (ie, f�ashboard riser,
non-perforated riser pipe, armored spillway, etc.)
If Riparian Buffer Ruies apply, does the discharge from the stilling basin meet the requirements of
diffuse flow?
If water is to remain in the pit upon completion, will there be a minimum depth of 4'?
Page 2 af 3

Comments:
Recommend the following: 1) Erosion control pian is adequate. Skimmer basin calculations are good, except for ID.-
412. My calculations indicate a skimmer size of 58X29X3 with 1.5" skimmer wl1.125" or(ice and 7' weir. Please review
and revise, as needed. 2) Ensure perimeter e. c. measures and skimmer basins are constructed and stabilized before
removing any material. 3) Ensure orange fencing is delieated along 25' buffer at wetland. 4) Need to indicate location of
topsoil pile on plans. 5) Please be reminded that the coniractor is responsible for the site until stabilized with permanent
vegetation, including removal of e. c. measures.
S/05/2015 4:17 PM Page 3 of 3

PAT McCRORY
GOVEftNOR
�� ��o�
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°Yww.�'
STATE OF NORTH CAROLINA
DEPARTMENT OF 1 RANSPORTATION
August 4, 2015
Memorandum To: Brian Smith, P�
Resident Engineer, Division 7
Frwn: Jeriy A. Parker
Division Environmental Officer, Division
ANTHONYJ.TATA.
Secuernkv
Subject: Review of tlte Information Provided by The Catena Group, regarding the
PresenceJAbseuce of waters and/or weUands of the US and Pederally
Listed Species on the Proposed Borrow/Waste Site located at 3269 and
3280 Hines Chapel Rd Related to Project TIP U-2525B in Guilford
Cowit��.
I conducted a review of information provided by The Catena Group regarduig the
presence/absence of waters and/or wetlands of the US and federally listed species on the
proposed borrow site related to TIP U-2S25B in Guilford County. The site consists of two
proposed borrow sites that tota12.5 +/- acres located at 3269 aud 3280 Hines Chapel Rd near
MeCleansville in Guilford Counry.
The proposed project area contained wetlands and streams. However, accord'uig to the figures
and plans submitted, when scaled, wetlauds and streams appeared to be greater than 50 ft from
the proposed borrow site (See Figure 3 and Topview Plans). Specific�lly, tlie wetland and stream
located between the two proposed sites adjacent to Hines Chapel Rd were scaled to be greater
thau 50 n from the proposed borrow site. There is also a slream located 1t tlie northernmost tip
tliat was measured to be greater tl�an 50 ft fran tlie Uorrow site basect on the attached scale. The
applicaut has proposed to mauitain a minimum 50 ft setback froui all streams and wetlands
witlun the project area. It is highly recommended that the applicaut flags the 50 ft boundaiy fi•om
tlie streams and wet(and areas to ensure that all wock occurs outside of Uie setback area. Iu
addition, any borrowing activity within 400 fr of surface waters or wetlauds sl�all not exceed
elevation depths below stream banks, wetlands, or other surface waters so as not to disturb the
water table or grouudwater existiug ca�ditions. The existiug water table is not to be impacted by
tlie proposed project. Alsq it is reconunended that all practicable uieasures be taken to avoid
adverse impacts to a�uatic species, uicluding implementuig sh�ingerrt sediment and erosion

control measures. All work shoLald be performed according to tlie subuiitted plans aud drawings
with proper sediuientation and erosion control uieasures. Best Management Practices, including
the construction of catch basins and Uie use of erosion control fencing should be used to prevent
sediment frorn impactiug any veacby down-��adient surface waters. A nahiral vegetated buffer on
all streams and creeks adjaceut to Uie project site is to be maivtained. If you have auy �uestions
or co�muents, I can be reached at [phone] or jparker�ncdot.gov.
CC: Patty E�son, Division Constrliction Engineer NCDOT
Bariy Harrington, Roadside Environrnental Engineer
P.O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. (336)
334-3637

12/11/08
Pcoject #/WBS Element:
Responsible Peison:
Address:
Property Owner: NCDOT
Reclamation Plan for Operations
Borrow Pit
Date: �1s[� 15 8/5/15
U-2525B County: GUILFORD
FLATIRON CONSTRUCTION - ANDY DOWNS
7614 BUSINESS PARK
Pcoperty Otvuer Address: Po BOX
GREENSBORO, NC 27409
Phoue Number:
RALEIGH NC 27611
Boi-��ow Pit Property 3280 HINES CHAPEL RD., GREENSBORO, NC
Address: 3269 HINES CHAPEL RD., GREENSBORO, NC
Total acreage of proposed pit: 5.2 ACRES
Expected depth of excavation: 2o FEET
Presentuse ofland: VACANT
Proposed use after reclamation: VACANT
Proposed seque�ice of excavation (iuclude amouut of clearing & proposed slope rates):
INSTALL PERIMETER EROSION CONTROL
STRIP TOPSOIL, REMOVE BORROW, SPREAD TOPSOIL, STABILIZE
Did the Envu•otunental Evahiatiou iudicate the presence of any wetlands or endangered species?(If
yes, Uriefly list findings aud indicate physical means Uy wl�icli buffer zone will be delineated):
SEE ENVIRONMENTAL REPORT
Is auy portiou of the pit or access & haul iroads witUin a watershed witi� ripariau buffer zone
requirements? (If yes, uidicate physical means by which buffer will be deliveated and liow diffuse
flow into tlie buffer zone will be ruaiutaiued):
SEE ENVIRONMENTAL REPORT
Reclamation Procedures for Bonow/Waste/Staging Areas for Operations 12/ll/08

12/11/08
Is the sife adjaceut to High Quality Waters as defiued Uy the Department of Euvn•ouuieut and Natural
Resources? (If yes, note I�ow the devices have Ueen designed to meet DENR requirements):
NO
Are tl�ere any couditions identified ou the State Historic Preservatiou Ofilce Review Form for boiro�v
activities? Explain: NO
Describe the intevded plan for tlie reclawation aud subsequent use of all affected lauds, aud indicate
the geueral methods to be used iu reclaimiug this land, iucluding any stockpile areas, haul roads and
ditches. Describe the sequence for reclannivg the pit. Attach a map wluch illustrates this plan,
showing tl�e location aud desigu of all temporaty and permaueut erosion contr•ol devices. All features
must comply witli tlie appropriate specifications, standards and reflect Best Management Practices
(BMP). The plan must iudicate setUacks to adjaceut properties, buffer zones and if de-wateriug is
required aud the pit is Iocated witl�iu the 15 couuty region of the CCPCUA, tlie GPS coordinate
location of any well located witliin 1500 ft. of the pit.
SEE ENVIRONMENTAL REPORT
Will excavation extend below the water taUle7 (If yes, see a, U, & c, Uelow): No
a) Specify how de-wateivig will be accomplished. Include pro�osed method of reducing efflueut
hu-bidity so that it meets the requu•ements of the Division of Water Quality. Show auy pit dewatering
basins, conshuction details aud calculations ou t(�e plav:
b) If Nie pit is witl�in tUe Central Coastal Plain Capacity Use Area, list the person responsible for
completing The Division of Water Resources CCPCUA spread slieet and method of submission to Hie
Engineer:
c) If water is to remain iv the pit after completion, state tAe estiwated depth of the water. (At least a
depth = 4'). Ivdicate tl�e water table depth prior to Ueginning excavation and the method used to
obtaiu tl�is infoi7nation.
Reclamation Procedures for Bou'ow/W�ste/Staging Areas for Operations 12/I1/08 10

12/11/08
Describe the proposed schedule of penuanent seeding aud mulclting. Detail the frequeucy of
permanent seedivg and mulclung. Note that a pennaneut stlnd of vegetation is requn�ed prior to a
fmal inspection.
SEEDING WILL OCCUR IMMEDIATELY AFTER BORROW ACTIVITES ARE FINALIZED. SEEDING AND MULCHING
WILL BE INSPECTED AND ADJUSTED ON A BI-WEEKLY BASIS.
Reclamation Procedw'es for Bon'ow/�Vaste/Staging Arens for Operatious 12/11/08 11

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�.ofPropertyOwner: NCDOT(Parcels39,41)
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Calculailons
Basfn ID:39-1
Droinage Area
DBturhed Area
Time of Concentration
Sedlment Storage Volume
Peak F�ow for Oesign Storm
Su(ace Area
Dlsturbed Area =
Elevation Orop =
Flow Length =
Slope = H/L(ilow) _
Jarrett Maz Area = 460' S=
If watershed Drolnage Area is less than larrett Max area, ther
tc = S min
if skimmer outlets are used,1800 cf/d(sturbed acre
Q=C•I`A
C=Rat(onal Method Runoff meffldent,
Assume Sandy loam,100%Cultivated, 5-10%Slope =
1= roinfall Intensity for a given retum period ,
For Greens6oro, SO year Rainfall intensity =
A = watershed dralnage area =
Q=
With Surface Outlets, A= 325 * Q=
0.9 acres
0.9 acres
21 ft.
387 ft
0.05 h/k
24.96 acres
Tt=S min
1620 cu. Ft
0.4
6.8 in/hr
0.9 Acces
2A cfs
796 sP
8asin Dimensions
AreaofBasln 40X20x3
� WetrLength=Q/.S= 4k
Sklinmer Size 4,k;m = �:a�✓Td:„are�
V,k;m Valumeoftop2ft.=
Ta�,��e, _
�S¢u� _
from Table 5.1, use Skimmer Olameter =
Orifice Size D,,,�e sqrt( Q,k;,,,/2310*sqrt(Hz�m)�
From tahle 51, H,�;m for selected sklmmer=
Da;rue=
Round to nearest 1/S inch, Do,;n,e
Page 1 of 4
1600 cu.(t.
3 days
533 cu. Ft. / Day
1.S Inch
0.125 (t
0.81 In.
0.750 fn.

Calculatlons
Basln ID: 342
Dralnage Area
Dlsturbed Area
Time of Concen[ratlon
Sediment Storage Volume
Peak Flotv for Deslgn Storm
Suface Area
Basin Dlmenslons
Skimmer size
oriHce s(:e
Distarbed Area =
Elevatton Drop =
Flow Length =
Slope = HJL(flotv) _
Jarrett Max Area = 4fi0 * 5=
If watershed Drainage Area is less than Jarrett Max area, ther
tc = 5 m(n
If watershed Drainage Area Is greater [han Jarrett Max area, ther
Use NRCS Segmen[al Method
for unpaved areas, tc=.00i (L-flow)/5^0.53
If skimmer outle[s are used,1800 cf/disturbed acre
Q=C•i'A
C=Ratlonal Method Runoff coeffident,
Assume Sandy Loam,100%CUltivated, 5-SO% Slope =
f= �ainfall Inrensity for a given retum period,
For Greensboro,l0 year Ralnfall Intens{ty =
A = tvatershed dralnage area =
Q=
With Surface Outlets, A= 325 * Q=
Basin Ofinensions
Welr Lenath = �/.8 =
4a�m = �,um1T'e��«.�e,
V,wm Volume af tap 2 ft. _
Taz�aru =
�t�m =
From Table 5.1, use Skfmmer �tame[er =
�o�r e sarc( 4�m/z3io*sqrt(H�amll
fwm [a61e 51, H,�m for selected skimmer =
Donrke=
Round to nearest 1/S inch, Da��,p
Page 2 of 4
13 acres
13 acre5
20 ft.
266 ft
0.08 k/k
34.59 acres
Tc=S min
2340 cu. ft
0.4
G.8 in/hr
13 Aaes
3.5 cfs
1149 sf
SOx25x3
sft
2500 cu,k.
3 days
833 cu. Ft. / Day
2.O Inch
0167 (t
0.94 in.
1.000 in.

Calalations
Basln ID: 41-1
Orainage Area
Disturhed Area
Time of Concentration
Sediment Storage Volume
Peak Flow for Oeslgn Storm
Suface Area
eas(n olmensions
Skimmer Size
Oriflce Slze
Dislur6ed Area =
Elevation Drop =
ilow Length =
Slape = H/L(flolv) _
larreit MaX Area = A60 * 5=
If Wa[ershed Drainage Area Is less [han larrett Max area, ther
tc = 5 min
If watershed Orainage Area fs greater than larrett Max area, ther
Use NRCS Segmentai Method
far unpaved areas, tc=.001(L-flow)/5^o.53
If sklmmer autlets are used,1800 cfJdfstur6ed acre
Q=C'i'A
C=Ratlonal Method Runoff coefflcient,
Assume Sandy Loam,100%Cultivated, 5-SO'/o Slope =
i= rainfall (ntensity for a given retum period ,
For creens6oro, 30 year Rainfall (ntenslry =
A=wa[ershed drainage area =
4=
With Surface Outlets, A= 325 � q=
Area of Basln
nvfh=n/B=
4,um = V,um/Tae�«a�«
V,i;m Volume of tap 2 h. _
Ta<�„a�E. _
4�m =
From Table 5,1, use Skfmmer Dfameter =
Do,;�= sqrt( Q,k;,,/2310*sqrt�H,k�m))
from table 51, H,�;m for selected skimmer =
�oerme=
Round to nearest 1/S inch, D„�fl�„=
Page 3 of 4
1.2 acres
1.2 acres
24 ft.
387 tt
0.06 f[/ft
28.53 acfes
Tc=S min
2160 cu. Ft
0.4
6.8 inJhr
1,2 Acres
33 cfs
1061 sf
SOX25x3
Sft
2500 cu1t.
3 days
833 cu. Ft. / Day
2,O Inch
0.167 ft
0.94 In.
1.000 in.

Calcula[lons
Basin ID:41-2
Drainage Area
�Istur6ed Area
Time of Conrentratlon
Sediment Storage Vo�ume
Peak Flow for �estgn Storm
Suface Area
Basin Dlmenslons
Sklmmer Size
Oriflce Size
Dlstur6ed Area =
Elevatlon Drop =
Flow Length =
Slope = H/L(flow) _
Jarrett Max Area = 460 * S=
If wa[ershed Dralnage Area Is less [han larrett Max area, [her
tc=5 min
If tvatershed �ralnage Area is greater than Jarrett Max area, ther
Use NACS Segmen[al Me[hod
for unpaved areas, tc=.001(L-flotv)/5^0.53
If skimmer outlets are used,1800 cf/disiurbed acre
Q=C'i*A
C=Rational Method Runoff coefflcient,
Assume Sandy Loam,100%CUltivated, 5-SO%Slope =
1= ralnfall intensity for a given re[urn perfod ,
For Green56oro,10 year Ralnfall Intensity =
A = watershed dralnage area =
4=
With Surface Outlets, A= 325 ' Q=
Basin olmensions
r 1 anofh = (f/B e
Qs1un' Usbm✓rdr'ater
V,�;m-Volume of top 2 ft. _
Tdewaru =
�Z¢cm =
From Table 5.1, use Skfmmer Dfameter =
�mr e s9rt� 4u�✓2310*59rt�H:u��)
From ta61e 51, H,�m for selected skimmef =
�ornce=
Round to neares[ I/8 inch, D,,,;fi„=
Page 4 of 4
S.E acres
I.s acres
24 k.
375 (t
o.a6 ft/ft
29.44 acres
Tc=S min
3240 cu. ft
0.4
6.8 in/hr
1.8 Acres
4.9 cfs
1591 sf
60x30x3
7ft
3600 ca(t.
3 days
1200 cu. Ft. / Day
1.S Inch
0.208 k
1.07 In.
1.125 In.

U-2525B
��� Guilford County
Project Special Provisions -
Erosion Control
STABILIZATION RE�iJIREMENT5:
Stabilization £or this project shall comply with the time frame guidelines as specified by the
NCG-010000 general conshuction pernut effective August 3, 201 I issued by the North Cazolina
Department o£ Environment and Natural Resources Division of Water Quality. Temporazy or
permanent ground cover stabilizatiori shall occur within 7 calendar days from the last land-
disturbing acrivity, with the following exceptions iu which temporary or permanent ground cover
shall be provided in 14 calendaz 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 o£ 50 ft. or less
: Slopes 4:1 or flatter
The stabilization timeframe for High Quality Water (HQV� Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQVI� Zones aze defined
by North Cazoliria Admivistrative 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 d'uected.
S��DING AND MiJI.CHING: ' (East)
The kinds of seed and fertilizer, and the rates o£ application o£ 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 pez acre.
All Roadway Areas
March 1- August 31 September 1- Fetiruary 28
50# Tall Fescue 50# Tall Fescue
10# Centipede 10# Centipede
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Waste and Borrow Locations
March 1— August 31 September 1- February 28
75# Tall Fescue 75# Tall Fescue
2S# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
1 of 49 4/4/2014

U-2525B �r;o Guilford County
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
Avenger Endeavor
Barlexas
Bazlexas II
Bazrera
Barrington
Bilhnore
Bingo
Bravo
Cayenne
Chapel Hill
Chesapeake
Constilution
Clvpper
Coronailo
Coyote
Davinci
Dynasty
Dominion
Espalade
Falcon II, III, IV & V
Fidelity
Pinesse II
Firebird
Focus
Crrande II
Greenkeeper
Greystone
Infemo
Justice
Jaguar 3
Kalahazi
Kentucky 31
Kitty Hawk
Kiriy �Iawk 2000
Lexington
Magellan
Masterpiece
Matador
Matador GT
Millenniwn
Montauk
Mustang 3
Olympic Gold
Padre
Pazaiso
P'tcasso
Piedinont
Pure Gold
Prospect
Quest
Rebel Exeda
Rebel Sentry
Regiment II
Rembrandt
Rendidon
Scorpion
Shelby
Signia
Silverstar
Southern Choice II
Stetson
Tarheel
Titan Ltd
Titanium
Tomahawk
Tacer
Trooper
Turbo
Ultimate
Watchdog
Wolfpack
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 tlie
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:
Native Grass Seeding And Mulching (W�t)
Native Grass Seeding and Mulching shall be performed on the disturbed areas.of weUands and
riparian areas, and adjacent to Stream Relocation and/or trout stream conshuction 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 reinforcenient 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 detemuned. All rates aze in pounds per acre.
2 of 49 4/4/2014

U-2525B Guilford County
�.53.
August 1- June 1
18# Cteeping Red Fescue
8# Big Bluestem
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.
Narive Grass 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 establislunent.
Measurement and.Payment
Native Grass Seediizg and Mulching will be measured and paid for in accordance with Article
1660-8 of the Standard Specificatiotrs. '
TEMPORARY SEEDING:
Ferfilizer shall be the same analysis as specified for Seedrng and Mulching and applied at"the rate
of 400 pounds and seeded at the rate of SO pounds per acre. Sweet Sudan Grass, German Millet
or Browntop Millet shall be used in summer months and Rye Grain during fhe remainder of the
year. The Engineer will determine the exact dates for using each kind of seed.
FERTIT,IZER TOPDRESSING:
Fertilizer usecl for topdressing on all roadway areas except slopes 2:1. and sieeper. 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 ainount 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 azeas 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.
3 of 49 4/4/2014

NCI)OT Parcels 39 and 41 along I�ines Chapel 12oad
Borrow Site
Jurisdiciional Feature I)elineaiion and
Federally Threatened and Endangered Species Investigatiou
Guilfm�d County, Norfh Carolina
Prepared foi:
Mr. Andy Downs
I�`Iltiroit
7614 Busiuess Park Drive, Suite G
GreevsUoro, NC 27409
Prepared Uy:
The
Catena
Group
1000 Corporate Drive
Hillsbo►•ough, NC 27278
Tel [phone]
Jime 12, 2015

1. PURPOSE
Flatiron is considering usnig NCDOT Parcels 39 and 41 along Huies Cl�apel Road as Uorrow
sites to provide ivaterial for TIP U-2525B. The Uorrow sites are located approximately 0.6
inile wesi of Raukiu Mill Rd on the uorth (Parcel 41) aud sonth (Parce139) side of Hiues
Chapel Rd in GreensUoro, Guilford County, NC (Parce139 PIN#: 7896050779; Parcel 41
PIN#: 7886966391). As part of the Evvu•onmental Evahiatiou requn�ed uuder tlie NCDOT
Reclamatiou Procedures for Borrow/GVastelStaging Areas for Coutracted Projects, Three
Oaks Euguieeriug � The Cateua Group, Ina (Catena) has been retanied to couduct
jurisdictional del'uieatious aud tlu•eateued aud endaugered species surveys.
2. PRO,IECT DESCRIPTION
The proposed Uorrow site cousists of parce139 wluch is appro�uately 1.5-acres and p�rcel
41 whicl� is approacuuately 2-acre (Appendix A, Figuce 1). The study area consists of the
proposed access road, Uorrow site, aud a 400-ft wide peruneter Uuffer extending Ueyond the
linuts of the proposed borrow sites.
3. METI30DOLOGI�S
Cateua was provided with maps depieting the study area. Additional mapping resources used
iu tlus iuvestigatiou iuclude t(ie most recent United States Geologic Survey (USGS) 7.5-
ininute topographic quadraugle map (name of quad map), National Wetland I�iventoiy (NWI)
Mapping, �ud the Guilford Cotmty Soil Survey. These resource maps were aids in
detemiiuing the po[eutial for the preseuce of jurisdictional wetlauds aud/or str'eams.
The USFWS lists only oue endaugered species for Guilford Couuty, the small-�vhorled
pogouia (Isobia n�edeoloicles). Altliough uo longer listed aud protected by the Endangered
Species Act of 1971, as is the case for the eudangered pogottia, the Uald eagle (Hnlineetus
lea�cocel�halus) is knowu to occur iu Guilford County. This iu�portant raptor is stil( protected
Uy the Bald and Golden Eagle Protection Act.
A search �vas conducfed witliin the sttidy area, including t(ie access road, for suitable I�aUitat
for all species.
4. QUALIFICATION OF INVESTIGATORS
The iuvestigafion was performed Uy Randy Turner and Sarah Burtou. ibfi�. Tumer is a seuior
biologist with over 25 years of experieuce witli nahual resource iuvestigatious including
wetlaud aud sh�eaui delitieation, tlu•eateued aud eudangered species suiveys, uahiral systems
assessmeuts, stream classifications, and GIS mapping. Ms. Burton's l�as multiple years'
expeiience couductiug biological field investigations iu several ecological regions of tlie U.S.
Her primaty duties included compiling and analyzing data, creatiug figtues, �nd assembling
the report.
5. RESULTS
The study areas of Uoth proposed bon•ow parcels (39 and 41) were closely examined duiing a
walking survey ou June 15, 2015 by the Catena investigators. NeitUer jurisdictional streatns
nor wetlauds occur witliin the paz•cels designated for excavatiou for Uorrow purposes.

51. JurisdicHoual Wetlands
One jurisdictional wetland, identified by tlie couh•actor that was deliueaYed as part of tiie U-
2525B project (Permit Site 13), is outside the limits of the proposed Uorrow activities aud
Uetweeu tlie two proposed sites (Figure 2). No other jurisdictioual wetlands occur witl�in the
proposed Uorrow sites.
5.2. Jurisdictional Sh�eams
Two small streains, identified Uy t�e contractor tl�at were delineated as pact of the U-
2525B project (Permit Site 13 and Permit Site 14), are outside the liuiits of the proposed
Uorrow site (Pigure 2). No other jurisdictioual str�eams occur withiu the proposed Uorrow site
parcels.
5.3. Ripariau Buffeis
The project is located withiu the Cape Fear River Basiu; however the proposed Uoirow
site parcels do not coutain a stream chanuel, uor is there a sh�eam cl�auuel iu close
proxinuty to the proposed Uorrow sites.
5.4. �udangered Species Surveys
5.41. Baid eagle (Haliaeetus leircocep7ralus)
HaUitat for the Uald eagle primarily consists of mature forest in proxuuity to large bodies of
open water for foraging. Large douuuaut hees are utilized for uestiug sites, typically wittiin
oue inile of opeu water. A desktop-GIS assessmeut of tUe study area, as well as the area
witluu a 1 inile pius 660 ft radius of tlie project limits, was perfo�n�ed on Juue 10, 2015,
usiug 2010 color aerials. No water Uodies laige enough or sufficieutly opeu to be considered
poteutial foragiu sottrces were ideutified. The closest water body considered to be suitable
foraging I�abitat for tlie bald eagle is L�ke Townsend, more thau 3 miles away. Duc to the
lack of habitat, known occurreuces, aud minimal i�upact anticipated for tlus project, it has
Ueeu deteruuued tl�at this project will I�ave No Effect on tlus species.
5.4.2. Sm111 whor(ed pogonil(IsoG•ia nredeoloides)
Small whorled pogonia occurs in young �s well as maturiug (secoud to tliird successional
growth) inixed-deciduous or mixed-deciduouslconiferous forests. It does not appear to
e�ibit stroug affuuties for a partieular aspect, soll rype, or uuderlyiug geologic substrate. Iu
Nortli Caroliva, the peremual orclud is typically fouud iu open, diy deciduous woods aud is
often associated with white piue and rhododendrou. The species may also be found ou dry,
rocky, wooded slopes; moist slopes, raviues lacking strearn channels; or slope b�ses near
braided chauuels of vemal strelms. The orclud, ofteu limited by shade, requu�es small liglit
gaps or cauopy Ureaks, aud typically grows under canopies tl�at arc relatively open or uear
features like logging roads or streams that create long-persisting Ureaks in tUe forest cauopy.
Suitable I�aUitat does uot occur within tUe proposed limits of tlie Uoiro�v site. Marginal
habitat was noted in tl�e northeiYi extent of the study area and cousists primarily of older
deciduous and a few couiferous trees. A review of the Januaty 2015 NCNHP recocds on
7une 10, 2015, ivdicates no lu�owu occurreuce witUin one u�ile of tl�e study area. Walking
surveys of tl�e entire surface areas of tl�e rivo parcels confii7n tliat the listed small-wliorled
pogouia does uot occur withiu the Uoundaries of the hvo proposed Uon•ow sites. Tl�e project
will have No Effect on stnall wliorled pogouia.

6. SUMMARY
This report addresses iu part the Euvu�omueutal Evaluation requued uuder tl�e NCDOT
Recllmation Procedures for Borrow/ Waste! Staging Areas for Couh�acted Projects.
Development of tlie site is expected to l�ave no effect on federally listed species. No
jurisdictional features were ideutified 'ui the proposed Uorrow site. There are hvo
jurisdictional streams aud one jurisdictioual wetlands within the shidy area. These features
are uot expected to Ue unpacted for the following reasons:
• A uunuuuui 109�Uuffer will Ue ivaintained from these feahues See aitached memo date July 17, 2015
e Excavation will not occur Uelow the elevation of the jurisdictional feahires
• Tlie drlinage �re1 to these features will uot Ue altered
It is auticipated that these sites will Ue accessed directly from the U-2525B roadway corridor.
As such, access uupacts are auticiplted.

REFERENCES
Envuomnental LaUoratory. 1987. "Corps of Engiueers Wetlauds Delaieatiou Mauual,"
Technical Report Y-87-1. US Anny Engineer Waterways Experuuent Statiou.
Vicksbuig, MS.
HPOWEB: NCHPO GIS Seivice. (iJpdaied daily.) www.ucdcr.�ov/h op web. Accessed
FeUiltaiy 10, 2015.
North Carolina Natural Heritage Program. 2001. Guide to Federally Listed Eudangered
and T}u•eatened Species of North Carolina. Raleigh, NC. 134 pp.
North Caroliva Online Soil Survey Manuscripts: Guildford County.
http://soils.usda.gov/suivey/onliue smveysJnorth carolinal. Accessed February
3, 2015.
USDA, NRCS, 2010 Field I�idicators of Hydric Soils iu the Uuited Stafes, Version 7.0.
L.M. Vasilas, G.W Hurt, and C.V. Noble (eds.) USDA, �IRCS in cooperation
with the National Teclmical Covunittee for Hydric Soils.
U.S. Ai�uiy Coips of Eugineers. 2010. Regioual Suppleluent to the Coips of Eugineers
Wetlaud Delineation Matmal: Eastern Mountains and Piedmout Regiou Version
2.0), ed. J.F. Berkowitz, J.S. Wakeley, R. W. Lichvar, C.V. Noble. ERDC/EL TR-
12-9. VicksUurg, MS:U.S. Army Eugineer Research and Developuieut Ceuter.
U.S. Fish and Wildlife Setvice. 1992. Small Whorled Pogonia (Isoh•ia medeoloides)
Recoveiy Plan, First Revision. Newton Coruer, Massachuesetts. 75 pp.

Appendix A
Figures

The
Catena
Group
Hines Chapel Road
Borrow Sifes for U-25258
SOIIS (11��p
GuiE€ord Counly, North Carollna
June 2015
o ta5 zto
�,._. _,.��
lob No.:
2t89
�Egure

The Hines Chapel Road
Catena Borrow Sites for U-2525B
Topography Map
"� Fi ure
June 2015 g
�aie
0 105 210Feet
bNo.: '
zfss

� �GINEER/y��
y
e �
� �
`�y�H33N�`�a�'
��� _
r
t -� � - •
�'; .
• �
� '°
'-,, _ _-
u u�:; � u •
FROM:
SUBJECT:
REFERENCE
Three Oaks Engineering, Inc. � The Catena Group
1000 Corporate Drive, Suite 101
Hills6orough, NC 27278
[phone]
luly 17, 2015
Mr. Andy Downs, PE
Flatiron
Michael G. Wood
Three Oaks Engineering/The Catena Group
Wetland Buffer Setback Reassessment - Parcels 39 and 41, Hines
Chapel Road Borrow Sites
NCDOT Parcels 39 and 41 along Hines Chapel Road Borrow Site -
Jurisdictional Feature Delineation and Federally Threatened and
Endangered Species Investigation
Three Oaks Engineering/The Catena Group (Catena) completed a jurisdictional feature
delineation within two parcels proposed to be utilized as borrow site for TIP U-25256, as
required be NCDOT. The results of this evaluation are listed in the Jurisdictional Feature
Delineation and Federally Threatened and Endangered Species Investigation report dated
luly 17, 2015.
Based on general topographic data and an approximate grading plan, Catena requested a
100-ft buffer be maintained around all jurisdictional features. The final proposed design
for the borrow pit proposes a 50-ft setback be maintained from jurisdictional features
with an excavation depth that will not exceed that of the jurisdictional features. As such,
Catena reassessed possible impacts to jurisdictional features based on the most recent
design plan and concluded jurisdictional features would not be impacted with the
reduced setback.
Sincerely,
�r-�( 6 . L��
Michael G. Wood, LSS
Principal

i' �:
BOk�tROW PIT/WASTE AREA INrORMATIOPi r022M FO�t �
S'TATE I-IISTORIC PRESERVATION Ok'k'ICE R�'VdEW ;!"' I
j
I'trase Prinl or T}�r. �:
cauntv GUILFORD
,• 3280 NINES ChIAPL'l. RQ '
InName..._. . ._._.__Arrcag,. 2�2 �.
1ligh���a�� PrqjcccNo. and Dcsr�ipliunU-2525B GREENSBORQ BASTERP! LOOP
Cupu:ictor F�TIRON CONSI'HUCTORS
_ --- - _—
Company and Conlacl N;�mc
7614-G BUSINGSS PARI< DR.
—._ — _--
S�rcat ilddress or P.Q. (iox
GflECNSBOHQ, NC 27405
__ _ -
'Poten, Slatc, %ip Codc
�J 19•460•53�J3/ 919-4G0-570f3
� _—_.
'felrphnnejFeix N11m6r.1�s
7-14-15
I)a(e SubmiUed
ACtCHITECTURAL RLSOURCE3
��>)I1�
�Nu ���� � ���'
illi . �� ,i;�>; '�
CR �� E i , (i
�,��•� ��
� � �l"��,�(I��IS
r^ iL�""'1
, �`'��,,�; ��
1. rlro tl�ere any Iniildings or suurn�res on ihe projrot site? (Include ubandoned bm�ns, I'armhousrs,
tob.icco shcds, bridgcs, i•tc.� .
NO
2. l�ycs, submit onc scl nl photuGraphs oi any slruclums �vhich appc.u' �u h.�e�� I�r��n built 6ulure t1'orld lVar II
(Pol<u'oicl-t�'pi� snnpshuix nrr ukayj. Photus shuidd shott� lhc lronl :�nd onc sidc• of strucltu�r and area I�rhind
st�ucui rc.
ARCAAEOLOGICAL T2�SpURCE3
1. Present ��nd preriuus I.an4 uses nf ihe pi-oposed 6on�u�v a�ren.
VACANT LOT - PREVIOUSLY A HOl1S[ TI-IAT HAS E3E�N DEMOLISHE� 13Y NCDOT
2. Wh;�l I<ind ul site preparruion, i( any, has takcn pinc�- on ti�e pr��ject sire7
NoNr-_
3�. liavc anY arfil:�r,ts (nrrowheads, puur�y, elc�� becn loUnd i�n Ihr site?
NO
�. Are anY rnniiced or unmerked ecmcterirs Incalryi wilhin the proposed pi� aren7
NO�
6. I lus Ih�� area 4r,en si�rr�yed by an ;archarolnt;itii7 II yc�s, giec �he nume ol'the :urhar-ologis� and tlte date�ol tha
sumc�', it Icno�v-
NO
.
�:iiLC�����•a �<<�-il irti " C���!�fC-
Plense attach n copy of a mnp showt��g the exact location of tho proposud bwrow pIt/aasta nrea. A portfon
of an identitled USGS quaQ sheot la preCerred antl wlll ensure timely revlew of your proJech. Submit tlte
completed form nnd map fo: Renee Qledlilll�Cpdey, Environmental Rnviow Coordinqtor, Stnfe Historlc
Preservution Oftico, 4G17 T1nil3ervic"e Center, Rnleigh� NC 29699-4617 (talepl�one 919/807-6584�.
_ __ �*AIioW nt Icast thirty dnys for our revtetv aud comment`"
_� R�e ha�•e nu cninmant on �he pruject i3s pmposeti.
AddiCior�.il inl'urmatiun is ncrdzd in complela uUr raviow.
_An�archncalogic:ii sw�t•i�y is rei•ommendcd.
( �
` (� n ('
n
st�;�,�>d: __I�o_�-�? . _ �`LC(,�`� 11e��--
Renir CilcdhiU Cmicy
�, ,
C��.��%�
� -'
m
%C_ "
� 1fllC: __ .. �?`_. - . /1�
FCbruac�' J.p03
JUL 1 5 2015
�

B012720W PIT/WAST� Al2EA INF0121VIATIOIV F012N1 5�012
S'�`ATE kIISTORIC PRESERVATIOIV OFI�'ICE RE'VIEW
j,
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Cnunt�, CU�LFORD Pii Ynmc 3269 HINE5 CHAPEL flD A��reage_ 3.0 � ,
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Hlgh.vny Prnjcct No. and Ucscriplion U-��?aQ GREENSBORO EAS7ERN LOOP �.'<�
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Con�ractor FLATIflON CONSI'RUCTORS
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Compmi}• ond Contact Y,amc
7fit�1-G BUSINESS PAHI< DR.
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Sireut Addrcss qr RO. 13os
GR[ENSBORO, NC 27405
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To�vr2, Statc, 7,ip Cadc ..-
�J19-4�0-5393/919•460-57DII
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Telcphohc/�a� Nutnl�crs
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Ucuc.Submiued
ARCHITGCTIJRAL RESOURC�S
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L A�zt �ht°re nnY buildintis or structures on iB�� project siir? (Inrlude a6�ndnncd b.�rns. tarmhousa�s,
Inbacco sh��ds, 6ridges, etr.l
NO
?. If �t:s, submit nne srt ol phomgrnphs of riny svuciures ���idt•h .ippevr �o he�ve b�rcn buil� 6eiorc lVorW \Var 11
.�(Poleroid-tVP�• S���pshuts ivc oki91')- Pliolos should show Ihc li-on� and onc sidc of siruc�urc and area bchind
strUChtre. -
ARCfTA�OLOGICA4 RESOTJRCGS
l. Prescnl anii previaus land uscs of U�c proposcd burrow arcn.
VACANT LOT • PR[VIOUSLY Fl HOUSE THAT HAS 6CEN D6MOLISH[D BY NCDOT
2. Nhrxt I:iiid ol site prepiir;viUn, i(.mv, h.ts taken plar.e on �he project site7
NONC
�. Hnvc any er�ifncis jFinnwhends, puttery, etc_I bcan iowid on tlie site'l
NO
4. Arr:mv marked nr unmorl:cd ccmctcrirs bca�ed tvilhl�� Ihe proposed pft arca?
NO
5. li,�s �hr, :�rca liecn survrycd by nn ;�rchaeologist? II'yes, giec the nnnte ol' Ihc archacologist and lhc.• Jitic� of thc
survc�5'� i(I<nnu�.
NO
Please attach a coyy of a map shorving tl�e e�ct location of tho proposed horrow ptE/waete aren, A portion
of an�idontified U$GS quld sheet ls prefcrred nnd wlll ensurp t(moly review of your pmJect.'3ubmlt tho
completed form and mup to; Renee Gledhlll-Car(ey; F.nvironmental Review daorrlinator� Stuto Hiskorlc
PreservnHon Oftice, 4617 Mnil Servlce Conter, Raleigh, NC 27699-4617 (telepl�one 919/807-6584),
__ `•Nlow nt Icnst thlrty days for our [ev(ew nnd commanN'
..—l� _ lVc h,icc no cnmmGnl on ih�. projcct as proposrd.
---_._ Addiliunal inlurm��lion is nccded ia rnmplete nur revic�e.
Ai� nrchaeuingienl sun�ey is reconunended.
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I�ebrt�t�n� 2068
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