20120040 Ver 1_Site Plan_20130214

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STATE OF NORTH CAROLINA(ANOSwyu
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY ANTHONY 0 TA
GOVERNOR SECR
January 28, 2013
PROJECT: 33222.3.1
CONTRACT: C202231 4 4*,,0
TIP: B -3680
F.A. NO.: BRSTP - 0015(25);8;-
COUNTY: MOORE
DESCRIPTION: BRIDGE #2 OVER CSX TRANSPORTATION ON US- 15/501 `y�y
SUBJECT: Approved Borrow and Waste Source — Ramsdell Pit -
Mr. Matt Brown
f Sanford Contractors, Inc.
628 Rocky Fork Church Rd
Sanford, NC 27332
Dear Mr. Brown:
Please find attached two (2) copies of the Ransdell Pit reclamation plan for the above
referenced project. This office has reviewed the submitted reclamation plan and is approving
this plan with the following exceptions:
• If the site is expanded by more than 1 Acre, or is significantly changed as determined by
the Engineer, you will be required to submit a revised or additional reclamation plan.
• A one year post -final compliance will be held and the property owner shall allow access
to the Contractor's and North Carolina Department of Transportation's personnel to
review and /or perform maintenance.
• The GPS coordinates for the boundaries of the pit shall be provided to this office.
• Before excavation in the borrow pit the pit shall be clearly marked to indicate the
boundary of the pit. If excavations extend below that represented by the samples taken,
additional samples need to be taken prior to excavating.
• The existing haul road may need erosion control measures depending on the condition
and future condition of the roadway.
• Stabilization requirements in the Borrow and Waste Pit shall comply with NCGO1 as
stated in the contract on page 53 entitled Stabilization Requirements.
• The only waste allowed in the waste pit is stone and uncontaminated soil as listed on the
Reclamation Plan for Contracted Projects Waste Pit form. Anything else to be wasted
shall be requested and approved by this office prior to wasting the material.
Please note that, in addition to the above requirements, any applicable state and local
ordinances shall be complied with.
If you have any questions please advise.
P. O. Box 1067 / Aberdeen, NC 28315 / 910 -944 -7554 / FAX: 910 - 944 -3742

Page 2
C202231
Sincerely,
.E. Dumas, Jr , P
RESIDENT ENGINEER
CED:jad
Attachments
cc: Mr. Richard Hancock, P.E. (w /1 Copy)
Mr. David Wainwright, NCDENR Environmental Senior Specialist (w /1 Copy)
Mr. Ronny Smith, U.S. Army Corps of Engineers (w /1 Copy)
Mr. Art King (w/ 1 Copy)
Mr. Barry Harrington (w/ 1 Copy)
Mr. Tracy Ingold, Project Inspector (w /1 Copy)
Mr. S.R. Ransdell, Jr. (w /1 Copy
File (w /2 Copies)
Filename: Approved Borrow & Waste Pit

12/11/08
Contract Number:
Reclamation Plan for Contracted Projects
Borrow Pit
Date: 10113/2012
C202231
Project #/ WBS Element:
Contractor: Sanford Contractors
151501
TIP No: B-3680
County: Moore
Responsible Person: Richard Oldham
Contractor Address: 628 Rooky Fork Church Rd Sanford, NC 27332
Property Owner: S.R. Ransdel Jr.
Property Owner Address: 12265 Hwy 151501 Aberdeen, NC 28315
Borrow Pit 12265 Hwy 151501 Aberdeen, NC 28315
Property Address:
Total acreage of proposed pit: 12
Expected depth of excavation: 15
Present use of land: Forestry
Proposed use after reclamation: Forestry
Phone Number: (910)944 -181
Proposed sequence of excavation (include amount of clearing & proposed slope rates):
Clear up to 12 acres. Install erosion control devices. Striptstockpile topsoil. Excavate Borrow. Slope rates will be 2:1 or flatter.
Re- spread topsoil. Permanent seed disturbed areas. Silt basins will be cleaned out when basins are 112 full.
Did the Environmental Evaluation indicate the presence of any wetlands or endangered
species ?(if yes, briefly list findings and indicate physical means by which buffer zone will be
delineated):
No.
Is any portion of the pit or access & haul roads within a watershed with riparian buffer zone
requirements? (if yes, indicate physical means by which buffer will be delineated and how
diffuse flow into the buffer zone will be maintained): t
No.
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08 11

12111/08
Is the site adjacent to High Quality Waters as defined by the Department of Environment and
Natural Resources? (if yes, note how the devices have been designed to meet DENR
requirements):
No.
Are there any conditions identified on the State Historic Preservation Office Review Form for
borrow activities? Explain:
No.
Describe the intended plan for the reclamation and subsequent use of all affected lands, and
indicate the general methods to be used in reclaiming this land, including any stockpile areas,
haul roads and ditches. Describe the sequence for reclaiming the pit. Attach a map which
illustrates this plan, showing the location and design of all temporary and permanent erosion
control devices. All features shall comply with the appropriate specifications, standards and
reflect Best Management Practices (BMP). The plan shall indicate setbacks to adjacent
properties, buffer zones and if de- watering is required and the pit is located within the 15
county region of the CCPCUA, the GPS coordinate location of any well located within 1500
ft. of the pit.
Topsoil will be stripped and re- spread. Haul road is existing sand base road approximately in mile in length. No construction entrance needed.
Borrow pit will utilize skimmer basin, TRSB- Type B and temporary diversions to control erosion_
Disturbed areas will be permanent seeded and stage seeded as needed.
Stockpiled material will be temporary seeded.
Will excavation extend below the water table? (If yes, see a, b, & c, below): No.
a) Specify how de- watering will be accomplished. Include proposed method of reducing
effluent turbidity so that it meets the requirements of the Division of Water Quality. Show any
pit dewatering basins, construction details, and calculations on the plan:
NIA
b) If the pit is within the Central Coastal Plain Capacity Use Area, list the person responsible
for completing The Division of Water Resources CCPCUA spread sheet and method of
submission to the Resident Engineer:
NIA
Reclamation Procedures for Borrowffagte /Staging Areas for Contracted Projects 12/11/08 12

12 /I1 /08
c) If water is to remain in the pit after completion, state the estimated depth of the water. (At
least a depth = 4 ft.). Indicate the water table depth prior to beginning excavation and the
method used to obtain this information:
NIA
Describe the proposed schedule of permanent seeding and mulching. Detail the frequency of
permanent seeding and mulching. Note that a permanent stand of vegetation is required prior
to a final inspection:
Once borrow operations are complete and topsoil is re- spread the disturbed areas will be permanent seeded & mulched.
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08 13

12/11/08 '
Property Owner's Statement for Borrow Site:
I hereby certify that I am in agreement with this development, use, and reclamation plan, and
any exceptions noted when approved by the Engineer, and that I understand that I will be
responsible for the site upon completion of its use in the construction of the project noted in
the map legend. I understand that this plan, when approved, will serve as a guide in
controlling erosion and sediment in accordance with the Mining Act and the Sediment and
Pollution Control Act and as enforced by the North Carolina Department of Environment and
Natural Resources (DENR). I understand that any work exceeding the minimum necessary for
compliance with DENR requirements, should be negotiated between the Contractor and the
Property Owner. My signature below authorizes The Department of Transportation (DOT),
the Department of Environment and Natural Resources (DENR) or its agents, to enter upon my
property for a period of one year from the date of final acceptance of the project for which this
site plan is executed. If necessary, the DOT will be allowed to have the Contractor repair any
areas that are not in compliance with DENR requirements. After a one year inspection is held,
I will be solely responsible for assuring that the site is in compliance with DENR regulations. I
have the right to change the condition of the site after the final inspection and prior to the one
year follow -up inspection. However, if I make such changes, I acknowledge that DOT is
released from all obligations and conditions of this agreement and I will become solely
responsible for the condition of the site beginning on the date that I change the final inspection
condition.
Signatures: ---
Contractor's Representative: Ze
(authorized to sign supplemental agreements/date)
Owners of Record:
Wi s Owner
(signature/date) ( signature/ te)
(signature /date) (signature(date)
Resident Engineer:
Exceptions:
Concurrence with exceptions:
Property Owner:
(signaunt/date)
Attachments: Site map with details
Environmental Evaluation
Contractor:
(signature/date)
Cc:
Reclamation Procedures for Borrow/WastelStaging Area for Contracted Projects 17/1(/08 14

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October 8, 2012
Mr. Richard Oldham
Sanford Contractors
628 Rocky Fork Church Road
Sanford, North Carolina 27332
Reference: Wetland Determination and Endangered Species Survey
Proposed Borrow Site — U.S. Highway 151501
Moore County, North Carolina
ECS Project 09 -21857
Dear Mr. Oldham:
ECS Carolinas, LLP (ECS) is pleased to submit this report of the jurisdictional waters/wetland
determination /endangered species survey for the site located west of U.S. Highway 151501 in
Moore County, North Carolina. This report summarizes our findings for the site.
Background
ECS was contracted to determine if waters of the U.S. (including wetiands) or endangered
species are present on the site located west of U.S. Highway 15/501 in Moore County, North
Carolina (Figure 1). The site contains wooded land that consists of a mot pine/hardwood forest
that appears to be approximately five to ten years old. The proposed borrow pit is
approximately 13 acres in area based on GPS measurements. ECS was contracted to
determine if wetlands or endangered species are located on the site.
Wetlands are defined by the U.S. Army Corps of Engineers and the United States
Environmental Protection Agency as `those areas that are inundated or saturated by surface or
groundwater at a frequency and duration sufficient to support, and under normal circumstances,
do support a prevalence of vegetation typically adapted for life in saturated soil conditions" In
order for an area to be classified as wetland, hydrophytic vegetation, hydric soils, and wetland
hydrology indicators must be present.
Literature Review
We reviewed the USGS Topographic Map and the Soil Survey of Moore County for the site.
The USGS Topographic Map (Figure 1) does not identify surface waters or wetlands on the
site. The map shows an unnamed tributary to Aberdeen Creek located approximately 200
feet northeast of the site. Other surface waters or wetlands are not depicted within 500 feet of
the site. Drainage swales that could contain surface waters are located on the adjacent
property east. Elevations on the site range from approximately 430 feet above mean sea level
near the southern boundary to approximately 390 feet above mean sea level near the northern
boundary.
The Soil Survey of Moore County (Figure 2) shows soils on the site have been mapped as
Candor sand (CaB and CaC) and Vaucluse loamy sand (Val)). The Candor soil series
4811 Koger Boulevard • Greensboro, NC 27407 • T: 336 -856 -7150 • F: 336- 856 -7160 • wAw.ecslirnited.com
ECS Carolinas, LLP . ECS Florida, LLC • ECS Mid- Atlantic, LLC • ECS Southeast, LLC ECS Texas, LLP

Proposed Borrow Site — U.S. Highway 151501
Moore County, North Carolina
ECS Project 09-21857
October 8, 2011
consists of somewhat excessively drained, moderately high saturated hydraulic conductivity
soils that occur on uplands in the sandhills and upper coastal plain. The Vaucluse soil series
consist of well drained, moderately slow to slow permeable soils that occur on marine terraces
and uplands in the middle and upper coastal plain. The Vaucluse soil series is identified on
the Hydric Soils List of Moore County as having hydric inclusions of the Johnston (undrained)
soil series. The Candor soil series is not identified on the Hydric Soils List for Moore County.
Site Reconnaissance
ECS personnel conducted the site visit on October 3, 2012. The site contains wooded land that
consists of a mix pine /hardwood forest that appears to be approximately five to ten years old.
The proposed borrow pit is approximately 13 acres in area based on GPS measurements.
Figure 3 shows the borrow pit corners as located with a Trimble GPS unit.
During our reconnaissance, we observed the site for evidence of stream channels, wetlands
and ponds. There are no streams, ponds or wetlands located in the proposed pit. The soils are
bright and well drained. There is no evidence of groundwater discharge in the proposed borrow
site. A Routine Wetland Determination Data Form containing field observations at the lowest
lying area of the proposed borrow pit that supports our opinion is included as an Attachment.
We also observed adjoining properties during our reconnaissance. Adjoining properties contain
a sewer line easement, wooded land and fields. Based on the USGS topographic map, there is
a stream located approximately 200 feet northeast of the site. Based on conversations with Mr.
Richard Oldham with Sanford Contractors, at least a 200 foot minimum undisturbed buffer will
remain between the borrow pit and the stream associated wetlands. We did not'obserre other
streams or wetlands within 200 feet of the borrow site.
Catch basins and erosion control fencing will be used to prevent impacts to off -site streams,
wetlands and ponds. A reclamation plan is currently being designed for the site. Based on our
observations, the proposed project will not impact off -site streams, ponds or wetlands.
Endangered Species Survey
We reviewed the North Carolina Natural Heritage Program list for federally listed threatened
and endangered species that have been identified on the Pine Bluff, North Carolina Quadrangle
(the quadrangle that contains the site). No federally listed threatened or endangered species
are identified on the site quadrangle.
Based on our observations and to the best of our knowledge, the proposed project will not
impact federally protected species or areas that may be considered potential habitat for
federally protected species.

Proposed Borrow Site — U.S. Highway 151501
Moore County, North Carolina
ECS Project 09-21857
October 8, • 2011
State Historic Preservation Office (SHPO)
ECS submitted a request to SHPO on October 5, 2011 to determine if they are aware of historic
resources that could be affected by the project. (The SHPO response will be mailed to Mr.
Richard Oldham of Sanford Contractors.)
Watershed Classification/Buffer Requirements
An unnamed tributary to Aberdeen Creek is located northeast of the proposed borrow area.
According to the North Carolina Division of Water Quality, the site is located in an area of the
Lumber River watershed that has been designated as Class C waters. Based on conversations
with Mr. Richard Oldham with Sanford Contractors, at least a 200 foot minimum undisturbed
buffer will remain between the borrow pit and the stream associated wetlands.
Water Table
The project will consist of borrowing material from a ridge and leveling it consistent with existing
topography of the undisturbed buffers that will be left around the perimeter of the borrow pit.
There will be no dewatering, mining or excavating below the seasonal high water table or
nearby streams or wetlands. Therefore, the existing water table will not be impacted by the
proposed project.
Recommendations
The site is being evaluated for use as a borrow pit. Based on the findings of this study, it is our
opinion that the project will not impact streams, wetlands or federally listed endangered or
threatened species /associated habitat. Best management practices, including the construction
of catch basins and the use of erosion control fencing, will be used to prevent sediment from
running off the site and impacting off -site streams and wetlands.
Closing
We appreciate the opportunity to provide our services to you. Please contact us at (336) 856-
7150 if you have questions or require additional information.
Sincerely,
ECS CAR LINAS, L P
Bradley S. Luckey
Staff Environmental Project Manager
PBrame, PWS
Environmental Principal
Attachments: Figure 1 - Site Location Map
Figure 2 - Soil Map
Figure 3 - GPS Map
Wetland Determination Data Form
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WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: Proposed Borrow Site City /County: Moore NY4„ Sampling Date: 10/' -/12 1
ApplicanVOwner: Sanford Contractors _ State: NC Sampling Point. DPA
Invesfigatogs): Michael Brame, ECS Carolinas, LLP Section, Township, Range.
Landform (hillslope, terrace, etc.): Broad upland Local relief (concave, convex, none): Flat Slope
Subregion (LRR or MLRA): La' Long: rM - Datum:
Soil Map Unit Name: Candor sand (Co131 NWI classification: Not Classed
Are climatic/ hydrologic conditions on the site typical for this time of year? Yes ® No ❑ (If no, explain in Remarks.) r—t
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes 0 No ❑
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS- Attach site map showing sampling point locations, transects, important features, etc.
' Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes _❑ No
i Ip1
i Hydrology Present? Yes No
Remarks: The three sampling criteria are not present. The sampling point is not located within a wetland,
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Primary Indicators minimum of one Is required7
check all that applVi
Surface Water (Al)
Ll Water - Stained Leaves (Bg)
Sparsely Vegetated Concave Surface (B8)
❑ High Water Table (A2)
❑ Aquatic Fauna (B13)
❑ Drainage Patterns (B10)
❑ Saturation (A3)
❑ Marl Deposits (1315) (LRR U)
II Moss Trim Lines (1316)
❑ Water Marks (B1)
❑ Hydrogen Sulfide Odor (Cl)
❑ Dry- Season Wale; table (C2)
❑ Sediment Deposits (82)
❑ Oxidiz Rhaospheres on Living Roots ((.-3)
❑ Crayfish Burrows (C8)
❑Drift Deposits (B3)
❑ Presence of Reduced Iron (C4)
❑ Saturation Visible on Aerial Imagery (Cg)
❑ Algal Mat or Crust (B4)
❑ Recent Iron Reduction in Tilled Soils (C6)
IIr Geomorphic n (D2)
❑ Iron Deposits (135)
F1 Thin Muck Surface (C7)
Shallow AquiLard ard ( (D3)
❑ Indundation Visible on Aerial Imagery (137) 12 Other (Explain in Remarks)
Ll
❑ FAGNeutral Test (D5)
❑ Sphagnum moss (D8) (LRR T, U)
Fed observations: ^r—�
Surface Water Present? Yes _L,L
No Depth (inches)
Water Table Present? Yes F1
Saturation Present? Yes n
Ip�
No _Ilpplt Depth (inches): > 12"
No _Jpt Depth (inches): > 12"
Wetland Hydrology Present:? Yes _❑ No
(Includes capillary fringe:
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), If available:
Remarks; hydrology indicators are not present.,.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size: 30 feet ?
% Cover
Spea
1 Pinus palustris
15
3
X2=
FAC species 30
J.�
n
4.
FACU
FACU species 30 x4=
UPL species X5=
Column Totals: r(I (A)
Prevalence Index = B/A = _
120
-'
210 tB)
3 s
FAC
FAC
7.
15
= Total Cover
Sapling /Shrub Stratum (Plot size: 30 fool
?
1 Pinus palustris
15
2 Quercus falcata
ID
3 Elaeagnus angustigolia
t 0
n
5
1
❑r'�1
7.
:35
= Total ',Over
Herb Stratum (Plot size: 30 feet
t
1_ Ampelopsis arborea
10
2.
3.
-�
s
II
7.
9.
10.
11.
_
Ej
12.
`jp
El
= few) Cover
Woody Stratum SPlot size: 30 feet
I
1 None observed
n
2.
3.
4.
= f Olaf rover
Remarks: (Include photo numbers here or on a
The dominant vegetation is not hydrophytic
UJ Mllllr VV F.. vi
Sampling Point: DP -1
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
i
— 1-- ,,.,,, iA;
(Af )
F1 f - Rapid Test for Hydrophytic Vegetation
n 2 - Dominance Test is >50%
n3- Prevalence Index is 53.0'
A - Morphological Adaptations' (Provide supporting
data in Remarks or art a separate- Sheet)
FAC Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and less
than 3 in. (7.6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non - woody) plants, regardless
of size, and woody plants, less than 3 ft tall.
Woody vine - Aii woody vines regardless of height.
Hydrophytic
Vegetation ra
Present? Yes
Atlantic and Gulf Coastal Plain Region -
Total % Cover of:
OBL species 0
Must
x t =
0y by-
FACW species 0
X2=
FAC species 30
x 3 =
90
FACU
FACU species 30 x4=
UPL species X5=
Column Totals: r(I (A)
Prevalence Index = B/A = _
120
-'
210 tB)
3 s
FAC
FAC
F1 f - Rapid Test for Hydrophytic Vegetation
n 2 - Dominance Test is >50%
n3- Prevalence Index is 53.0'
A - Morphological Adaptations' (Provide supporting
data in Remarks or art a separate- Sheet)
FAC Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and less
than 3 in. (7.6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non - woody) plants, regardless
of size, and woody plants, less than 3 ft tall.
Woody vine - Aii woody vines regardless of height.
Hydrophytic
Vegetation ra
Present? Yes
Atlantic and Gulf Coastal Plain Region -

SOIL sampling Point:
Profile Dsscription: (Describe to the depth needed to document the indicator or confinn the absence of indicatOM4
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Tezlu;f, Remarks
0-12 10YR 516 100 Sand
!Type: C=Concentration, D=Deplation, RM=Reducad Matrix, MS= Masked Sand Grains.
Hydric Soil Indicators:
II Histosol (Al)
Poiyvaiue Below Surface (SB) WLRA
147, 1146))
Histic Epipedon (A2)
II Thin Dark Surface (Sq) (MLRA 147,
148)
Black Histic (A3)
II Loamy Gieyed matrix (F2)
F1 Hydrogen Sulfide (A4)
II Depleted matrix (F3)
II Stratified Layers (A5)
Redox Dark Surface (F6)
II 5 cm Mucky Mineral (A7) (LRR P,T,U)
II Depleted Dark Surface (F7)
II Muck Present (A8) (LRR U)
II Redox Depressions (F8)
II I cm Muck (A9) (LRRP,T)
II Marl (F10) (LRR U)
Depleted Below Dark Surface (Al 1)
Depleted Orphic; (F11) (MLRA 151)
II Thick Dark Surface (Al2)
Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
0 Coast Prarie Redox (A16) (MLRA 1150A)
II Umbric Surface (F13) (MLRA 136, 1122)
sandy mucky Mineral (S1) (LRR N. MLRA Delta Ochric (F17) (MLRA 151)
147,148)
Sandy Gleyed Matrix (S4)
II Reduced Verfic (F18)
(MLRA, 150A,150B)
II Sandy Redox (S5)
II Piedmont Floodplain Solis (F19)
(MRLA 1148)
IIF1
Stripped Matrix (S6)
Anomalous Bright Loamy Solis (F20)
(MLRA 1149A, 153C, 153D)
'Location: PL=Pore Lining. W!"trix
Indicators for Problematic Hydric Soils3
n 1 cm Murk (A10) (MLRA 147)
13 2 cm Muck (A10) (LRR S)
F] Reduced Vertic (F18) (outside IWILRA
11 50A,B)
II Piedmont Floodplain Solis. (F19) (MLRA
136, 1147)
Anomalous Bright Loamy Soils (F20)
(MLRA 1538)
F1 Red Parent Material (TF2)
0 Very Shallow Dark Surface (TF1 2)
13 Other (Explain in Remarks)
31ndicators of hydrophytic vegetation and
wetland hydrology must be present, unless
disturbed or problematic.
Restrictive Layer (if observed):
Type: Hydric Soil Present? El Yes No
Depth (inches):
�Remarks: Hv-d-nc soil indicators are not present.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2 0

Fax from 10-15 -12 83:36p Pv: 1
. -
1 _
Borrow Site — Highway 15-501
f � MD :m"Qd -�i0 cf02231., 15 -501 F�igDtwsy Cooast�uction Pxoj� _ � n�
Sanford Contractors — Mr. Richard Oldham � �
CaTgp�y ata�t CoQaauct. f/bFl7 _
628 Rocky Fork Church [toad
Slk t' YS or-P.O. Box
Sanford NC 27.332
'Y m 'state'.Zip code OK
(919) 775- 7882/(919) 7i§ -1079
••fib %E]v�.wu►nnors - - -..
October 5. 2012
- •tit ... ... .... ...
' . - .l -. :A9;e�th�e �p'�aa1'�Ihgm'o�rm�re[+ca�!9s a-a�: i3aa�Ol®ct wte? t�dwde ahaodomted , �hmue'e.
eta. s, bt 1 No structures were observed on the site. 'lire site contains undeveloped. woods
lstnd. The timber consist of a mixed pineJhardwood stand that is estimated to be approximately 5 to 10 years old.
- •B.• ii�nos, oal r�irr�ecoflnte >�S•ora:eystca!�''.nt# to tw�c.n.ic.#serorr tvurtawar:tt
�►;,yj, PaQae shoeaidasgrthc ftr9stt•�txd one area #tcteare°aaid�::beb €pd
:t*d.
taws mf tom•. .• tea. Wooded.
;;2, t3mQa aFst �t. pte►ta•on the pro)eac.site? None
3..giava f pdtteay► eM) tc► totand on the -qft? No
4. 'Sft0WMrjW or Unn)WhMd cenlekMes jacojed vvithite 4he proposed pit area? No
6r. 'ElyxOq. = bVM me0qW- by=. - itym,- 008tbenaaneor the .a 01009twd•;lusde*a:tfie
stitka�y; atw. No
Rya tie no oomttaaat.tus dte p+!a)�c es �opoead-
A,ddiaion d infM= io.Q #.needed to cogoeee our reaiew.
:....• 11rt �. aurnry is reoomtraradad.
M9Y 2001
OCT

4
12/11/08
Reclarnation Plan for Contracted Projects
Waste Site
Date: 10/13/2012
Contract Number: 0202231
TIP No: B -3680
Project No /WBS Element: 15/501
County: Moore
Contractor: Sanford Contractors
Responsible Person: Richard Oldham
Contractor Address: 628 Rocky Fork Church Rd.Sanford,
NC 27332
Property Owner: S.R. Ransdal Jr. Phone Number: (910)944 -181
Property Owner Address: 12265 Hwy 151501 Aberdeen, NC 28315
Waste Site 12265 Hwy 151501 Aberdeen, NC 28315
Property Address:
Total acreage of proposed site: 12
Expected depth of waste: 15
Present use of land: Forestry
Proposed use after reclamation: Forestry
Expected type of waste that will be placed in the site (examples: asphalt, concrete, soil, stone):
Soil, stone
Proposed sequence of placing waste (include proposed slope rates):
Waste will be placed in areas previously Geared for borrow pit Slope rates will be 2:1 or flatter. Topsoil will be re- spread and disturbed areas
will be permanent seeded.Silt basins will be cleaned out when basins are 1/ full.
Did the Environmental Evaluation indicate the presence of any wetlands or endangered
species ?(if yes, briefly Iist findings and physical means by which area will be delineated):
No
Reclamation Procedures for Borrow/Waste /Staging Areas for Contracted Projects 12111108 15

12/11/08
Did the Environmental Evaluation indicate the presence of any wetlands or endangered
species?(if yes, briefly list findings and physical means by which area will be delineated):
No
Is any portion of the pit within a watershed with riparian buffer zone regulations? (if yes
indicate physical means by which buffer will be delineated and how diffuse flow will be
maintained):
No
Is the site adjacent to High Quality Waters as defined by the Department of Environment and
Natural Resources? (if yes, note how the devices have been designed to meet DENR
requirements):
No
Are there any conditions identified on the State Historic Preservation Office Review ]Form for
waste activities? Explain:
No
Describe the intended plan for the reclamation and subsequent use of all affected lands, and
indicate the general methods to be used in reclaiming this land, including any stockpile areas,
haul roads and ditches. Describe the sequence for reclaiming the site. Attach a map
illustrating this plan, showing the location and design of all temporary and permanent erosion
control devices. All features shall comply with the appropriate specifications, standards and
reflect Best Management Practices (BMP). The plan shall indicate setbacks to adjacent
properties, buffer zones and wetlands.
Topsoil will be re- spread. Haul road is existing sand base road approximately 1/2 mile in length. No construction entrance needed.
Waste pit will utilize skimmer basin, TRSB -Type B and temporary diversions to control erosion.
Disturbed areas will be permanent seeded and stage seeded as needed.
Stockpiled material will be temporary seeded.
Describe the proposed schedule of permanent seeding and mulching. Detail the frequency of
permanent seeding and mulching. Note that a permanent stand of vegetation is required prior
to a final inspection:
Once waste operations are complete and topsoil is re- spread the disturbed areas will be permanent seeded & mulched.
Reclamation Procedures for Borrow /Waste/Staging Areas for Contracted Projects 12/11 /08 16

12/11/08
Property Owner's Statement for Waste Site:
I hereby certify that I am in agreement with this development, use, and reclamation plan, and
any exceptions noted when approved by the Engineer, and that I understand that I will be
responsible for the site upon completion of its use in the construction of the project noted in the
map legend. I understand that this plan, when approved, will serve as a guide in controlling
erosion and sediment in accordance with the Mining Act and the Sediment and Pollution
Control Act and as enforced by the North Carolina Department of Environment and Natural
Resources (DENR). I understand that any work exceeding the minimum necessary for
compliance with DENR requirements, should be negotiated between the Contractor and the
Property Owner. My signature below authorizes The Department of Transportation (DOT), the
Department of Environment and Natural Resources (DENR) or its agents, to enter upon my
property for a period of one year from the date of final acceptance of the project for which this
site plan is executed. If necessary, the DOT will be allowed to have the Contractor repair any
areas that are not in compliance with DENR requirements. After a one year inspection is held, I
will be solely responsible for assuring that the site is in compliance with DENR regulations. I
have the right to change the condition of the site after the final inspection and prior to the one
year ' follow -up inspection. However, if I make such changes, I acknowledge that DOT is
released from all obligations and conditions of this agreement and I will become solely
responsible for the condition of the site beginning on the date that I change the final inspection
condition.
Signatures: le -
Contractor's Representative: e
(authorized to sign supplemental agreements / date)
Owners of Record:
— /W* O_wner
- - &', /'N-�r--Ss— i�� to
(signature/date) (signature/date
(signature/date)
(signature/date)
(signs ignature /date
Resident Engineer:
(sign 2/date)
Exceptions:
Concurrence with exceptions:
Property Owner:
(signature /date)
Attachments: Site map with details
Environmental Evaluation
Cc:
Contractor:
(signature/date)
Reclamation Procedum for Bormw/WasmtSteging Areas for Contracted Projects 12/11/08 17

Supporting Data and Calculations For:
Sanford Contractors
US 15 / 501 Project
Town of Aberdeen
Moore County, (VC
October 13, 2012

PROJECT: Erosion Control Plan for Borrow /Waste Pit BASIN 1
DESCRIPTION: 15/501 Project
SUBJECT / TASK: Calculate Stormwater Runoff & Size Treatment System for Borrow Pit
CALCULATED BY:
DATE: 10/13/2012
Uniect've:
Calculate Stormwater Runoff at proposed borrow /waste pit then select and size the appropriate
erosion control BMP's.
Calculate Time of Concentration (tJ
L=
675
Ft.
H =
15
Ft.
tc =
5.1
Minutes
tc (min) =
5.0
Minutes
Calculate Peak Flow Rate (Q)
Impervious Area
C = 0.9
i = 7.84 in /hr
A = 0 AC
Q Imp =
0 CFS
Pervious Area
C =
0.5
i =
7.84 in /hr
A=
4.6 AC
Q Per
18.032 CFS
Q10T.Ui = 18.032 CFS
tc _ (Malcom)
Hydraulic length of watershed
Elevation change along length
Minimum tc = 5 minutes
Use Minimum t,:
lj =I,IH
*Rational Coefficient - Table 1.6 NCDOT Design Manual
*Rainfall Intensity - Appendix A NCDOT Design Manual
Fayetteville, NC - 10yr, 5- Minute Storm
Drainage Area, Impervious
*Rational Coefficient - Table 1.6 NCDOT Design Manual
*Rainfall Intensity - Appendix A NCDOT Design Manual
Fayetteville, NC - 10yr, 5- Minute Storm
Drainage Area, Pervious
Drainage Area = 4.6 AC Select Temp. Rock Sediment Dam - TY B Basin
*( NCDOT BMP Selection & Design Criteria Chart)
1

caicuiate uasm uesign nninimums
Storage Volume =
3600 CF /AC *NCDOT Guidelines
Min. Capacity =
16560 CF
Surface Area =
435Q10 SF *NCDOT Guidelines
Min. Surface Area =
7843.92 SF
Size Selected BMP Basin
Top Dimensions *
Length: 150 Ft
Width: 60 Ft
Depth: 3 Ft (At Weir)
Side Slopes: 2 :1 (H:V)
SURFACE AREA = 9000 SF
RETENTION VOLUME = 23364
Size outlet Weir
Bottom Dimensions
Length: 138
Width: 48
* Min 2:1(L:W) Ratio
Basin Size is: Good
Basin Volume is: Good
Width of Weir: 12 Ft * NCDOT Design Manual
COMPLETED STORMWATER BASIN DESIGN
Basin Size:
Basin Drainage Area:
Width of Weir:
150Ft x 60Ft x 3Ft
4.6 AC
12 FT
BASIN 1- Pg. 2

PROJECT: Erosion Control Plan for Borrow /Waste Pit BASIN 2
DESCRIPTION: 15/501 Project
SUBJECT/ TASK: Calculate Stormwater Runoff & Size Treatment System for Borrow Pit
CALCULATED BY:
DATE: 10/13/2012
ubjective:
Calculate Stormwater Runoff at proposed borrow pit then select and size the appropriate
erosion control BMP's.
Calculate Time of Concentration I. tc I
L=
1,100
Ft.
H =
25
Ft.
tc =
7.4
'Minutes
I
tc (min) =
5.0
Minutes
Calculate Peak Flow Rate (Q)
Impervious Area
C = 0.9
i = 7.84 in /hr
A= 0 AC
Q Imp —
0 CFS
Pervious Area
C =
0.5
i =
7.84 in /hr
A=
8.4 AC
Q Per
32.928 CFS
Qio Total = 32.928 CFS
Ic = [L- /H] - * --- /1"28 (Malco
Hydraulic length of watershed
Elevation change along length
Minimum tc = 5 minutes
Use Minimum tc:
Q =UA
*Rational Coefficient - Table 1.6 NCDOT Design Manual
*Rainfall Intensity - Appendix A NCDOT Design Manual
Raleigh - 10yr, 5- Minute Storm
Drainage Area, Impervious
*Rational Coefficient - Table 1.6 NCDOT Design Manual
*Rainfall Intensity - Appendix A NCDOT Design Manual
Raleigh -10yr, 5- Minute Storm
Drainage Area, Pervious
Drainage Area = 8.4 AC Select Skimmer Basin
*( NCDOT BMP Selection & Design Criteria Chart)

BASIN 2 - Pg. 2
Caicuiate i3asm i)esign Minimums
Storage Volume =
1800 CF /AC *NCDOT Guidelines
Min. Capacity =
15120 CF
Surface Area =
325Q10 SF *NCDOT Guidelines
Min. Surface Area =
10701.6 SF
lected BMP Basin
Top Dimensions * Bottom Dimensions
Length: 180 Ft Length: 168
Width: 60 Ft Width: 48
Depth: 3 Ft (At Weir) * Skimmer Requires Minimum 3:1 L:W Ratio
Side Slopes: 2 :1 (H:V)
SURFACE AREA = 10800 SF Basin Size is: Good
RETENTION VOLUME = 28224 Basin Volume is: Good
'ER BASIN
Depth to Dewater
2 FT
Volume to Dewater:
18,816 CF
Basin to Dewater in:
3 Days * NCDOT Guidelines
Outflow =
6272 CF /Day
SKIMMER
Skimmer Size = 2.5 Inch * Faircloth Skimmer Selection Chart
H = 0.208
UFICE
D = 2.44 Inch D = SQRT(Q/(2310SQRT(H)))
R = 1.22 Inch
BARREL SIZE
C = 32.58 GPM
4" Barrel will Suffice * Figure C-1 (NCDOT Manual)

EMERGENCY SPILLWAY
Spillway Width: 52 Ft
Confirm Suitability with
37.25 FT
Weir Equation:
COMPLETED STORMWATER BASIN DESIGN
Basin Size:
Basin Drainage Area:
Skimmer Size:
Orifice Radius:
Outflow Barrel:
Spillway Width:
* NCDOT Method (Basin Width - 8')
GOOD
180Ft x 60Ft x 3Ft
8.4 AC
2.5 IN
1.22 IN
4 IN
52 FT

STABILIZATION R)✓D1. IREMENTS.
Stabilization for this project shall comply with the time frame guidelines as specified by the
NCG- 010000 general constriction 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 fr. or less
Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
Slopes 4:1 or flatter
The stabilization timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
SEEMING AND MULCHING: (East)
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds per acre.
All Roadway Areas
Larch 1- August 31
50#
Tall Fescue
10#
Centipede
25#
Bermudagrass (hulled)
500#
Fertilizer
4000#
Limestone
September 1 - February 28
50#
Tall Fescue
10#
Centipede
35#
Bermudagrass ( unhulled)
500#
Fertilizer
4000#
Limestone
Waste and Borrow Locations
Parch 1—
August 31
September 1 - February 28
75#
Tall Fescue
75# Tall Fescue
25#
Bermudagrass (hulled)
35# Bermudagrass (unhulled)
500#
Fertilizer
500# Fertilizer
4000#
Limestone
4000# Limestone
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon
Engineer's request.
Approved Tall Fescue Cultivars

2"° Millennium
buster
Magellan
Readition
A venger
Endeavor
Masterpiece
Scorpion
Barlexas
Escalade
Matador
Shelby
Barlexas If
Falcon 11, 111, IV & V
Matador GT
Signia
Barrera
Fidelity
Millennium
Silverstar
Barrington
Finesse 11
Montauk
Southern Choice 11
Biltmore
Firebird
Mustang 3
Stetson
Bingo
Focus
Olympic Gold
Tarheel
Bravo
Grande 11
Madre
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 1I
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 TGPDRESSING:
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.
The minimum mowing height on this project shall be 4 inches.

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