20070945 Ver 1_401 Application_20070607

Joe E. Godwin Sr., P.E., P.L.S.
Joe E. Godwin Jr., PE, P.L.S.
Kevin R. Allen, P.E.
June 5, 2007
E noch
ng aeers,P.A.
Consulting Engineers & Surveyors
1403 N.C. 50 South
Benson, NC 27504
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Attn: Cyndi Karoly
_ Phone: [phone]
' [phone]
i Fax: [phone]
Email: [e-mail]
07 0 845
JUN 5 ZA97

Reference: ADAMS PRODUCTS - REQUEST FOR 401 EXPRESS REVIEW
(Harnett County PIN #'s 1505-83-5324)
Dunn, North Carolina
Enoch Engineers Project No. 3134
Dear Cyndi Karoly:
RECLINED
Enoch Engineers has completed the permit application for the project listed above. On behalf of the owner,
Adams Products, please find attached the complete application and supplemental information requesting
written concurrence from the US Army Corps of Engineers (USACE) and the North Carolina Division of
Water Quality (DWQ) that the present activities listed below may precede under the Nationwide Permit 14
(Linear Transportation Projects) and General Water Quality Certification 3404.
PROTECT SUMMARY
Project Name/Description Adams Products/Block and Brick Producing Plant
Project Type Railroad Crossing
Owner/Applicant Adams Products/Enoch Engineers
County Harnett
Nearest Town Dunn
Nearest Waterbod Name (Index No. Unnamed tributary to Black River 18-68-12-1
Basin Cape Fear
Sub-basin Upper Cape Fear River
Class C; Sw
IMPACT SUMMARY
Stream Linear Impact (feet) 34
Stream Area Impact acres 0.004
Wetland Impact (acres) 0.12
Open Water Impact acres 0
Total Impact to Waters of the United States (acres) 0.124
Total Buffer Impact (square feet 0
CULVERT INSTALLATION SUMMARY
Impact Site Area (acres)
34 linear feet of 42 inch diameter reinforced concrete pipe (RCP) <0.003
Total 0.003
Buffer Mitigation
50 feet buffer extending south from existing wetland boundary 0.93
Total 0.93
Enoch Engineers appreciates your time and patience with this project. Should you have any questions about
this project please feel free to contact us at [phone].
Respectfully,
Enoch Engineers, PA
2?_'
E. Godwin
Attachments: Pre-construction Notification (PCN) Application Form
Agent Authorization Form
Figure 1 Vicinity Map
Figure 2 USGS Topography Map
Figure 3 USDA-NRCS Soil Survey
Figure 4 Wetland Summary Map
Figure 5 Impact Summary Map
Plan and Profile Diagram
Routine Wetland Determination Data Forms
Site Pictures
PCN Addendum
Site Plan Package
$1,000 Application Fee to DWQ
cc: US Army Corps of Engineers
Enoch Engineers, PA
Adams Products
?,. 07- 0145
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
PAYMEN i
RFEIVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information D ?Lj IJ ?! 1?
1. Owner/Applicant Information JUN 5 2001
Name: Adams Products A, kzvrk TY
Mailing Address: P.O. Box 189 a? t AND gEwt BRANCH
Morresville NC 27560
Telephone Number: 910-436-3131 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Godwin
Company Affiliation: Enoch Engineers, PA
Mailing Address: 1403 NC Highway 50 South
Benson NC 27504
Telephone Number: 919-894-7765 Fax Number: 919-894-8190
E-mail Address: enochengineers - ,earthlink.net
Updated 11/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Adams Products /Block & Brick Producing Plant
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1505-83-5324.000
4. Location
County: Harnett County Nearest Town: Dunn
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Beginning in Dunn. NC at
the intersection of NC Highway 421 and NC Highway 301, travel approximately 1.4 miles South
on NC Highway 301 The project will be located on the right using a right turning lane entrance
to Edgerton Industrial Park The site is located near the rear of the tract adjacent to the North
Bound Spur Track located on the adjacent tract currently owned by Food Lion. Inc.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.161935193 ON 78.381557084 °W
6. Property size (acres): 87 acres
7. Name of nearest receiving body of water: Unnamed tributary to Black River
8. River Basin: Cape Feat
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
Updated 11/1/2005
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site currently has a paved road installed with a cul-de-sac
at the end.
10. Describe the overall project in detail, including the type of equipment to be used: The
project includes the construction of a railroad addition to an existing railroad spur connecting to
an arterial railroad owned b3CSX Railroad Company. Typical construction equipment will be
used in grading and installing the railroad Ci. e. - track-hoe, bull-dozer, hauling trucks, and
excavators).
11. Explain the purpose of the proposed work: The purpose of proposed work is to install a
railroad to supply Adams Products/Block & Brick Producing Plant.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Notification of -jurisdictional Determination was received on August 20, 2002 for the
property listed above (Emmett Edgerton Industrial Properties) with Action ID no. 200201060 in
Harnett County.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Enoch Engineers is not aware of any future permit requests anticipitated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 11/1/2005
Page 7 of 13
1. Provide a written description of the proposed impacts: The impact includes crossing
jurisdictional wetlands and a small stream with a new railroad abutting an existing railroad
spur (Food Lion Distribution Inc) of the main railroad straight-away.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
#1 Mechanized clearing and
culvert installation Freshwater forested/shrub wetland no 0 0.12

Total Wetland Impact (acres) 0.12
3. List the total acreage (estimated) of all existing wetlands on the property: 3.4 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
#1 Unnamed tributalT Installation of culvert (extension) Perennial 5 feet 34 0.004

Total Stream Impact (by length and acreage) 34 0.004
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill avr,avatinn rlrpdaina ftnnrlina (lralna¢e_ bulkheads. etc.

Water Impact
pen
O
F

ody
Name of Water

ype of Impact

ype of Waterbody

rea of
Site a licable
)
(if lake, pond, estuary, sound, bay ,
( Im act
Updated 11/1/2005
Page 8 of 13
(indicate on ma) ocean, etc.) (acres)
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.004
Wetland Impact (acres): 0.12
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.124
Total Stream Impact (linear feet): 34
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Extensive efforts have been performed The proposed impacts are required to provide railroad
access to the future Adams Products /Block & Brick Producing Plant.
? wetlands
installation of
Updated 11/1/2005
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed mitigation plan is to utilize a 50 feet buffer located onsite extending south of
the wetlands adjacent to the existing railroad spur. The buffer will affect an unnamed tribes
to Black River in the Cape Fear River Basin. Approximately 0.93 acres and 720 feet in length
will buffer the Adams Products/Block & Brick Producing Plant development from adversely
impacting any downstream Waters of the US.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
Updated 11/1/2005
Page 10 of 13
website at http://www.neeep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impct
e Multiplier Required
ar
feet)
(s u Mitigation
1 3 (2 for Catawba)
2 1.5
Updated 11/1/2005
Page 11 of 13
Total 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or .0244, or .0260.
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. -7519
All surface waters on the property and downstream will be protected by a well designed
sediment and erosion control system of filter basins, check dams, and silt fencing. These devices are
designed to be seamlessly incorporated into more permanent stormwater controls during all stages
of the project development.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The treatment of domestic sewage will be off-site and ultimately disposed of from the site by
sanitary sewer.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Updated 11/l/2005
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

i?

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
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AGENT AUTHORIZATION FORM
Name: Adams Products
Address: P.O. BOX 189, Morrisville, NC 27560
Phone: [phone]
Project Name/Description: Adams Products/Block & Brick Producing
Plant
Date: April 20, 2007
The Department of the Army
U.S. Army Corps of Engineers, Wamington District
P.O. $ox 1890
Wilnr ngwn, NC 28402
Attn: Ronnie Smith
Field Of&ce: Wilmington Regulatory office
Re: Wetlands Related Consulting and Pernyitting
To Whom It May C ncetpt.
S, WA hereby designate and authorize Enoch engineers, P.A., to act is
my behalf as my agent ' the processing of permit applications, to furnish upon request
supplarnental information in support of applications, etc. from this day forward The 20th
day of April, 2007.
This notification supersedes any previous correspondence concerning the agent for this
project.
NOTICE This authorizatkm, for liability and professional courtesy reasons, is v-Ad only for
governmental officWs to enter the property when accompanied by F?noch Engineers staff.
You should call Enoch Engineers to arrange a site meeting prior to .visiting the site,
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Reviewed By: JEG Engmeers, A- Dunn, North Carofina 2
Date: June-'07 Consulting Engineers & Surveyors Enoch Engineers, PA
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oils: GoA Goldsboro scnes, loamy smd ?0 10",), Ly - Lynchburg series, loarny fine sand (0 2" o'
WaB - Wagram series, loamy sand (0-15%) Property Boundary
NoB - Norfolk series, loamy sand (0-10%)
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Reviewed By: JEG EngmeersP. Dunn, North Carolina 3
Date: June-'07 Consulting Engineers & Surveyors Enoch Engineers, PA

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Scale: 1" = 400' IMPACT SUMMARY MA FIGURE
Drawn By: JEG noch Adams Products
Reviewed By: JEG EugmeersIA. Dunn, North Carolina 5b
Date: June-'07 Consulting Engineers & Surveyors Enoch Engineers, PA
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EXIST. 42" RCP
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjectlSite : Adams Products Date : 04104/2007
ApplicantlOwner : Adams Products County : Harnett
Investigator : Jason Godwin State : North Carolina
Do Normal Circumstances Exist on the Site ? ® Community ID: Wetland
Is the Site Significantly Disturbed (Atypical Situation) ? o Transect ID : 1
Is the Area a Potential Problem Area ? ® Plot ID: VP-1
(If needed, explain on reverse.)
VEGETATION
I Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator I
Acer rubrum Tree FAC Pinus taeda Tree FAC
Populus balsamifera Tree FAC Liriodendron tulipifera Tree FAC
Pinus taeda Sapling FAC Acer rubrum Sapling FAC
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-) 100.00%
Remarks :
Hydrophylic vegetation is present in the system.
uVINOM My
p Recorded Data(Describe in Remarks) Wetland Hydrology Indicators
Primary Indicators :
? Stream, Lake or Tide Gauge ? Inundated
0 Saturated In Upper 12 Inches
? Aerial Photographs
? Water Marks
? Other ? Drift Lines
E) No Recorded Data Available ? Sediment Deposits
? Drainage Patterns in Wetlands
Field Observations
Secondary Indicators (2 or more required)
Depth of Surface Water (inches) : N/A ? Oxidized Root Channels in Upper 12 Inches
? Water Stained Leaves
Depth to Saturated Soil (inches) : 12
? Local Soil Survey Data
Depth to Free water in Pit (inches) : WA ? FAC-Neutral Test
? Other (Explain In Remarks)
Remarks :
Soil Name RAINS Drainage Class : Poorly
(Series and Phase) ALL Field Observation ? No
Taxonomy (subgroup) TYPIC PALEAQUULTS Confirm Mapped Type
Profile Description :
Depth Matrix color Mottle Colors Mottle Texture Concretions
Horizon
Inches (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc
'144 M114Y *.14

Hydric Soil Indicators
? Histosols ? Concretions
? Sulfidie Odor ? Organic Streaking in Sandy Soils
0 Aquic Moisture Regime ? Listed on local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks
Soil is saturated at 12 inches. Seasonal high water table is at approximately 16 inches below natural grade (3-31-07).
WETLAND DETERMINATION
Hydrophytic Vegetation Present ? Yes RI Is this Sampling Point Within a Wetland ?
Wetland Hydrology Present ? Yes
Hydric Soil Present ? Yes
Remarks :
The system is an drainage area down waters of an adjacent developments (Food Lion Distribution Center) sedimentation
basin. Conditions are wet and show a drainage system that allows for anaerobic conditions.
JEG
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/site : Adams Products Date : 04/04/2007
Applicant/Owner : Adams Products County : Harnett
Investigator : Jason Godwin State : North Carolina
Do Normal Circumstances Exist on the Site ? 171 Community ID : Wetland
Is the Side Significantly Disturbed (Atypical Situation) ? 0 Transect ID : 1
Is the Area a Potential Problem Area ? 0 Plot ID: VP-2
(if needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator
Pinus taeda Tree FAC
Dominant Plant Species Stratum
Indicator
Acer rubrum Tree
FAC
I Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAG) 100.00% 1
Remarks :
Wetland vegetation is present
HYDROLOGY
p Recorded Data(Describe in Remarks) Wetland Hydrology Indicators
Primary Indicators:
? Stream, Lake or Tide Gauge ? Inundated
0 Saturated In Upper 12 Inches
? Aerial Photographs
? Water Marks
? Other ? Drift Lines
p No Recorded Data Available ? Sediment Deposits
[3 Drainage Patterns in Wetlands
Field Observations
Secondary Indicators (2 or more required)
Depth of Surface Water (inches) : N/A ? Oxidized Root Channels in Upper 12 Inches
[3 Water Stained Leaves
Depth to Saturated Soil (inches) : 12
? Local Soil Survey Data
Depth to Free water in Pit (inches) : N/A ? FAGNeutral Test
? Other (Explain In Remarks)
Remarks :
Determination position is approximately 20 feet from stream with bed and bank stabilization; dearly in flood area
Soil Name RAINS Drainage Class : Poorly
(Series and Phase) ALL Field Observation ? (fib
Taxonomy (subgroup) TYPIC PALEAQUULTS Confirm Mapped Type
Profile Description :
Depth Matrix color Mottle Colors Mottle Texture ,Concretions
Horizon
Inches (Munsell Moist) (Munsell Moistl Abundance/Contrast Structure etc

? I

J

G/2 I
one
!o ?? IvY?I
7? ??'?
S? I
I ?^'Y
Hydric Soil Indicators
? Histosols ?
? Histic Epipedon ?
? Sulfidic Odor ?
0 Aquic Moisture Regime ?
0 Reducing Conditions ?
? Gleyed or Low-Chroma Colors ?
Concretions
High Organic Content in Surface Layer Sandy Soils
Organic Streaking in Sandy Soils
Listed on local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks
Determination position is located approximately 20 feet from stream channel with distinct bed and bank features. Site is
located in flood prone area of stream.
WETLAND DETERMINATION
Hydrophylic Vegetation Present ? Yes 0 Is this Sampling Point Within a Wetland ?
Wetland Hydrology Present ? Yes
Hydric Soil Present ? Yes
Remarks :
All three parameters are present to indicate a positive wetland status.
JEG
Picture 1 - Impact site facing culvert
Picture 3 - Typical 18" soil profile
Picture 5 - RR spur abutted to CSX RR

-1-
q
Xr r is, .?
k

,A
Picture 2 - Stream channelization
Picture 4 - Depleted matrix
14Y}Z'-?
i
MRR 31
4,m
44 4,
Picture 6 - RR spur facing Food Lion Distribution

Addendum to the Pre-Construction Notification and "Buffer Rules" Application Required for
Projects Submitted Under the
"Express Review Program"
North Carolina Division of Water Quality Version 5.0
October 1, 2006
Email Address: 401 [e-mail]
Purpose: To provide a detailed explanation of the information required by the Division of Water Quality
in order to expedite the review of applications for 401 General Water Quality Certifications, Isolated
Wetland Permits, Stream and Wetland Mitigation Plans and Riparian Buffer Approvals (Please Note: do
not leave any questions unanswered or use terms such as "N/A" without an explanation).
Fees:
401 Water Quality Certifications:
Riparian Buffer Authorization:
Riparian Buffer Minor Variance:
Coastal General "Major Variance"
Isolated Wetland Permit:
Major (>/= 150' stream or >/= 1 acre wetlands) $2,000.00
Minor (< 150' stream or < 1 acre wetlands) $1,000.00
(exclusively or "in addition" to) $2,000.00
$1,000.00
$1,500.00
General $1,000.00
Please read the entire document before attempting to determine the proper fee. Fees are additive for
particular projects.
Things to keep in mind when filling out the application:
A specific answer must be provided for each question. For instance, if a numerical answer is requested
then a numerical answer must be provided along with the supporting information necessary for DWQ staff
to verify that the number is accurate. Likewise, if explanations are presented to justify certain responses,
the explanations must be completely supported by documentation. DWQ staff cannot assume that
unsupported or undocumented information is accurate. "N/A" is not an acceptable answer for any
question since the DWQ Staff reviewing the application must have an opportunity to determine whether or
not any requested information is pertinent.
All forms, guidance, worksheets, applications, etc. used must be the current versions as posted on our
web site at http://h2o.enr.state.nc.us/ncwetiands. The Express Review Program website can be found at
http://h2o.enr.state.nc.us/ncwetiands/express_review.htm. Please note that it will be responsibility of the
applicant or the applicant's consultant to verify that the current versions are used. The versions posted
on our web site will be considered to be the current versions.
You are a very important part of the success of this program, if you have suggestions or clarifications
please send your comments to the Wetlands/401 Unit of the DWQ (via email at
401 [e-mail]).
Filling Out the Pre-Construction Notification Application:
The Corps of Engineers (USACE)/DWQ official, joint Pre-Construction Notification (PCN) Application
must be used as a basis for the expedited review process. The completed application should be
presented first and the supporting information tabbed and collated in the same order. Using a custom
format is not recommended. The open squares (t) are checklist items. The following items correspond to
the numbering system on the Pre-Construction Notification Form (PCN):
IMPORTANT. USE CHECK BOXES TO TRACK PROJECT INFORMATION/I
2
SECTION I. PROCESSING
1 & 2.The USACE determines which Nationwide, Regional, or General Permit is
required. If you have verified with the USACE which permit they intend to use for
your project or if you already have written approval from the USACE, please
indicate by adding "verified" or "verified, attached", respectively, in the blank next
to the Permit number requested. 0 M P I+ L t`r%ea, r
Tra ?sP . rod 013ir
Attach the USACE Approval if you have it. " Ro" Cress:,.a
_ 3. It is not anticipated that the expedited process will be requested for this situation.
t 4. If you propose to impact 150 feet or more of perennial stream or 1 acre or more
of wetland and onsite mitigation is not proposed, it is recommended that you
either locate an acceptable private bank with available credits (with
documentation to show that the bank can and shall provide the credits needed)
or obtain approval from the EEP for the entire amount of stream and or wetland
as DWQ will make the final determination as to whether or not mitigation applies.
A complete Express application is not considered received unless an EEP
approval letter is attached if mitigation is requested through EEP. Please note
that the USACE may have different mitigation requirements and thresholds.
rf W i d &e- k5s -{-i--? 19-2o -(# ?¢ rc wn: ?-t zMrt?.. acre
5. State whether your project will require a CAMA Minor, Major or General Permit of w•.'H/1
and give the status of the permit. IJc LAMA [>eren fs reL?4,n4
SECTION 11- APPLICATION INFORMATION
1. 15 NCAC 2H.502(t) reads as follows: "Who Must Sign Applications. The application
shall be considered a "valid application" only if the application bears the signature of a
responsible officer of the company, municipal official, partner or owner. This signature
certifies that the applicant has title to the property, has been authorized by the owner to
apply for certification or is a public entity and has the power of eminent domain. Said
official in signing the application shall also certify that all information contained therein
or in support thereof is true and correct to the best of his/her knowledge."
el/ Please indicate how the applicant meets the above definition and provide
supporting documentation. SGG dve,,1
_? Please provide all of the requested contact information including a fax
/ number and email address.
2. If the application is not signed by the applicant, please attach the agent authorization
letter. The applicant must sign the agent authorization letter. The applicant's name
and position must also be spelled out as many signatures are difficult to read.
444 PCAI
3. Please provide all of the requested contact information including a fax number and
email address. 1j8e. pG0 OfFli C47k o..
SECTION III - PROJECT INFORMATION
The following is the most critical of all the information that you must provide. The quality and detail of the
information will often determine the expeditiousness of the review. The following is a checklist of the
types of pertinent information required at a minimum:
3
Maps and Plans:
C5 The most recent version of the 1:24,000 USGS Topographic Map- Please cleanly
delineate the site boundaries, etc. on the map. If the delineation obscures any of the
features, it is recommended that a clean copy be provided. Please indicate the
quadrangle name. You can go to the USGS web site (http://mac.usgs.gov/maplists/) to
verify the most recent version. St` ?? l+r+•..? ( ecnl PPP(, c•..?7 •..?
I/ The most recent version of the NRCS Soil Survey Map - (required for projects within
the Neuse River Basin, Tar-Pamlico River Basin, Randleman Lake Watershed and the
Catawba River Basin, also recommended for all projects) - Please cleanly delineate the
site boundaries, etc. on the map. If the delineation obscures any of the features, it is
recommended that a clean copy be provided. Please indicate the page or map number
from which the copy of the map was made. Copies of the current soil survey and/or soil
survey map sheets can be obtained from the local NRCS County Office
(http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable
5u ..,tom % -4- (Qc"? a4 vcvA- ," )
M/ Vicinity map - Please clearly mark the location and approximate boundaries of the
property and project on the map. Please indicate north and scale. Please include
/ applicable road names or State Road numbers. Std.- ec, l ??'??? ?°'?
The Site Plan - The most critical map to be provided is the site plan. You must Provide
full sized tans. The following is the minimum list of plans that are typically needed.
Pre-construction/Pre-existing conditions - This sheet must be scaled and
include all jurisdictional and non jurisdictional wetland, stream, water features,
State regulated buffers, topographic contours with elevations, approximate extent
and nature of forest, field, landscaping, or other cover. Any existing structures and
impervious area must be shown. Existing utility lines and easements must be
shown. Existing roads, culverts, and other pertinent features must be shown. North
arrow and the scale must be shown. Please note that the impact boundaries on the
maps should correspond to the flagged impact boundaries in the field.
Ell" Proposed conditions - These sheets must be scaled and show all existing
jurisdictional and non jurisdictional wetland, stream, water features, and State
regulated buffers (delineated into Zone 1 and Zone 2) must be underlain on the site
plan(s). The plans must show all built-out structures and impervious cover. The
plans must include the final grading contours with elevations. The plans must
indicate all utilities and easements. It is likely that several versions of the final built-
out site plans will be necessary.
Drainage Plans - Final drainage plans must be included. The plans should include
the locations and pertinent elevations and sizes of the collection system and
drainage ways. All inlets and outlets must also be shown with pertinent elevations.
Scaled stormwater BMPs must also be indicated as required by DWQ rules and
policies. In certain cases, final stormwater management plans must also be
provided, but that will be addressed later in this document.
Plats - The plans must show the location and layout of all sub-divided parcels with
lot identifications. Platted parcels must be developable without further impacts to
iurisdictional and non-iurisdictional wetlands, streams, water features, and State
regulated buffers. WAD 5%%%b(V1S.sQ 9c?€?-a{MC+?'?
Proposed Impacts - All impacts to jurisdictional and non jurisdictional wetland,
stream, water features, and State regulated buffers must be shown and labeled on
the site plans. All excavation, fill, flooding, stabilization, and other impacts that will
be conducted in or near jurisdictional and non jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated.
?roP ? s e A ien 1-s C.' a bm ? flG o- -?? ?ra ?
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fV Otn_ '2X t 5 {1 ?q ?4t ?rda? Sp?.r
J
4
Wetland Impacts (on the site plan):
w' Precise grading and final elevation contours must be provided. Existing vegetation and
any clearing must be specified. SQ,'O' " P'qK Piro F& (C- 0: G r40. 4
All subsurface utility lines must indicate the location of anti-seep collars. Construction P',,,r
detail for anti-seep collars must be provided. r* ?JP VTi -t t7t:3 'r#F0L-..4,rt1 cio -ayo3
p/ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions. * sJa Q tpaat A,.A W¢t(w.?clS
Z/ When surface drainage features or groundwater recharge areas that feed or would
reasonably feed wetlands that are not to be filled are made impervious, it may be
necessary to direct some stormwater runoff to those areas in order to maintain hydrology.
You must identify these areas and address them. Supporting explanations and discharge
information must be provided to show that the wetland would not be eroded or receive
too much or too little hydrology. In many cases this could help satisfy part of a
/ stormwater management plan. ? N a ?RE7tS PR-;CCsT R??hr&, TD M(5 CtwP197C4
? Flooding
Draining
Stream Impacts:
Stream impacts must be clearly shown on the plans. The centerline as well as the banks
of the stream must be surveyed or located by GPS for the portion of the stream to be
impacted.
Culverrting:
P The inlet and the outlet of the culvert should be aligned with the stream as much as
possible. Inlet and outlet elevations and streambed elevations should be indicated.
Any widening of the stream must be shown with elevations.
* N& h tb&jos U o-F 57 .EAR
The extent of and plan details for all dissipation or grade control devices should be shown
with pertinent elevations. sue, -ORM AC-tE #PLANt
A For shorter culvert sections, such as for road crossings, a longitudinal cross section that
shows the stream bed invert at the inlet and outlet, the existing stream bank elevations
and the invert of the inlet and outlet of t De pipe(s) must be provided.
S Q.e w f fa n I P'r'O i j ?? o.St.?... a. ?'?
For shorter culvert sections, such as for road crossings, a vertical cross section must be
provided that shows the stream cross section at the inlet and outlet overlain with the
culvert and fill cross sectiScf- u " 1 n,4-,(,- 10t--Li,
For bottomless culverts or other spans, a vertical cross section should be provided that
shows the minimum distance from each span to each stream bank, the stream cross
section, the height of the span above the stream and the minimum distance from the
edge of each footer to each stream bank. No J?;maTTo,.4 LC-1'5S 6tAj-VC,y S
2( For bottomless culverts or other spans, a plan view must be provided that shows the
location of the spans and the stream banks. ,3ajTV^CAr5f C&&4v
For longer culverts or culverts that will pass beneath substantial impervious cover, it will
be necessary to provide adequate plan detail to show that discharge velocity/energy will
be adequately dissipated. "
16 L4a C,a C- hr..{/ COZY T Sang S-iA.r l 1A L-
( M ope'"1 OVS C.o VCP g- ar V G'X- l Sl ? ?1 ?i XJ'Ok `

Ef Cross section details must be provided showing the provisions for aquatic life passage.
Aquatic life passage through culverts is typically achieved by placing the invert of the
culvert below the existing bed of the stream per the USACE or North Carolina Wildlife
Resource Commission guidelines. Other methods such as baffles may also be used.
Please be aware that such placement may require the use of grade/velocity control
measures up or down stream of culverts on steeper streams to prevent head-cuts or
streambed erosion. The culvert placement relative to the streambed can be indicated on
the longitudinal profile. Grade and velocity control measures must be indicated on the 0V
/ plan view and typical designs should be provided. 5Cs L%elt ,-k d- '.??
mf Multiple culverts, wide culverts or sectioned box culverts typically require the use of sills,
off-setting or other means to match the cross section of the existing stream (in order to
maintain stream stability and provide aquatic life passage). A vertical cross section of the
culverts should be shown overlain with th up and downstream stream cross section
including the stream flood-prone area. D mk4C 1 LE 6""E65
C? Impacts associated with dam construction must indicate and enumerate all fill associated
with the dam footprint, spillway and any bank stream bank stabilization. The length of
stream impounded must also be indicated and enumerated. 140 0'4VA cv.r*i 9'4 76 %)
Stream Relocations: >AeK?v 579-Ei4M ?c LOG AT v 4 S
? Stream relocations must be conducted as specified in General Certification numbers
3402 and 3404 (available on the Wetlands Unit web site). Stream relocation plans must
include:
? Morphological measurements (see Appendix B of the Internal Technical Guide for Stream
Work in North Carolina available on the Wetlands Unit web site) - not all of the
measurements are applicable in every instance.
? Typical stream cross sections - Typically, a riffle cross section and a pool cross section
that includes the entire flood prone area. The bankfull and flood prone area elevations
should be indicated. Similarly, a riffle cross section of the reference stream(s) should be
provided.
? Plan view - Provide scaled plans that show the location of the proposed (preferably with
stationing) and the existing stream. In most instances, the bankfull contours and flood
prone area contours, in stream structures, bank revetments/stabilization, channel plugs,
planting plan, vegetation conditions, stormwater outlets, grade controls, bridges, culverts,
sewer lines, roads, fencing, and easement lines should also be provided.
? Longitudinal Stream Profile - A scaled profile that indicates the thalweg, bankfull, and top
of bank elevations should be provided for the design and reference streams. In many
cases, it will also be necessary to show the existing land elevations for the design
stream.
? Planting Plan - A planting and/or vegetation management plan should also be provided
that makes use of appropriate native vegetation. The plan should indicate the extent,
density, and species of plants to be provided.
? In-stream structure, bank revetment/stabilization, and stormwater outlet typicals -
Detailed, typical plans should be provided for all in stream structures, bank revetments or
stabilization, and stormwater outlets. The typicals should include materials and
specifications as well as relative lengths, positions, and angles.
? Sediment transport analysis - A sediment transport analysis should be provided based
on the current, relevant, accepted practices. The sediment transport analysis should be
relevant to the streambed load type and should predict bed load transport equilibrium.
6
? Permanent conservation easement or similar means of protection must also be provided.
Other Information:
1. The project should always be referred to by this name in all correspondence as well
as the DWQ # once it is provided. A DAM r: ?r2o wc-r5-
B' 2. This only applies to DOT projects, which are not expected to utilize the Express
/ Review Program. * No NG flo-r Pra ct
C? 3. This should be the size of the project as identified by the USACE for 404 Permits or
by the Division of Water Quality for Buffer Approvals and Isolated Wetland Permits.
4. Please provide the name (as depicted on the USGS topographic map and DWQ
Stream Classification Lists) of the nearest water body(ies) to which your project is a
tributary to (e.g. "Neuse River (Falls Lake below normal pool elevation)"). (Do not
simple state "stream", "river", "ocean", "sound" or "lake".) Please provide the "stream
index number" of the named water body or water body section (e.g. "27-(1)"). Also,
p ease provide the full water quality classification (e.g. "WS-IV NSW CA") of the water
body. This information can be obtained from the DWQ web site
http://h2o.enr.state.no.us/bims/Reports/reportsWB.html. Qy%y%q,,.,4 T"v;kxJ*n, {-v
_/ (Muter gaSin ? CAAF? e L-Ar.IG 0,-vEk (I8- &C-12-t? -- See
Cd 5. Please state which river basin an sub-bas Unat your project is in te.g. iveuse Kiver O ,04
Basin, NEU01"). This information can be obtained from the DWQ web site
http://h2o.enr.state.nc.us/bims/Reports/reportsWB.htmi. ? M FE?K jZWCoL ¢t6pj
6. Conditions should also be indicated on the existing site plan where applicable.
Photos (including aerial photos) can be helpful in describing the existing conditions.
/ S" f C-nl
9 7. You must provide an attachment that explicitly describes what the proposed project
,
will entail from the planning stage to fin construction.
Ste- ?N
? 8. This can be a simple explanation, but it is critically important because the purpose
dictates how the no practical alternatives are reviewed.
SECTION IV - PRIOR PROJECT HISTORY
Please include copies of all 401 Water Quality Certifications, Isolated Wetland
Permits, Buffer Approvals, USACE Permits, CAMA Permits for the site as well as a
?
?
^?
copy of the final approved, site plan. 5e 04 J?vri sell
r
`"x%-=-X9&" %/o3)
SECTION V - FUTURE PROJECT PLANS
For projects utilizing the express review process, all impacts both present and
potential future must be indicated. For instance, the location or configuration of
platted lots sometimes suggests that future impacts will be necessary to build,
access, or otherwise develop such lots. Failure to account for such potential impacts
could delay or disqualify a project from the rapid review process. If you believe that
the lot can be developed without impacts, but you anticipate that your assertion may
be questioned, it is recommended that you provide a potential building foot print
and/or grading plan to show that future impacts could be avoided.
0
No Fu 7-kXk 1 #^Phc.? 5 o?RE A+n ct PA-e
SECTION VI - PROPOSED IMPACTS TO WATER OF THE US
l/ 1. It is recommended that the individual impacts be described if there are special things
to note about the impacts. Typically the most important thing is to have detailed
accurate site plans as described above. Please make sure they are clearly labeled.
Please include all proposed temporary impacts.
N2' TtLMPa " ' /M P4C r5
7
! Also, a current, signed delineation map from the USACE should be provided (if
available) and a map locating the stream origins signed by the appropriate DWQ
Staff must be provided if applicable. N a wCri-,4o6 S +-• C-ATEO oil pp olcir y
I" 2. Each impact to a wetland must be clearly labeled and identified on the site plan. The
type of impact must be clearly stated. If the impact is temporary, a specific plan must
be described or shown as to how the wetland will be restored. Keep in mind that the
USACE delineates some features as wetlands that DWQ calls streams. Please list
any impacts in this table that DWQ would identify as a stream. If there is any doubt,
it is recommended that the impacts be listed as streams. Please follow current DWQ
policy with respect to whether a stream is perennial or not. It is recommended that
you assume that a stream is perennial (unless you are positive that it is not) so if
mitigation is required then the appropriate amount of mitigation would be anticipated
or requested from the EEP or private bank. If the EEP or private bank has pre-
approved too short of an amount of stream or if inadequate mitigation is proposed,
then that situation will result in delays. No TF^/'+dR,h¢j IjApA TS
It/ 3. Sometimes it is difficult to determine whether a feature is a modified natural channel
or a ditch, especially in the eastern part of the State. Soils, drainage features,
topography, macroinvertebrates, and similar factors, all are important for making that
/ determination.
4. Other items to address not specifically requested in the application include
downstream sediment starvation, thermal pollution, low flow releases from dams, and
aquatic life passage. Other important considerations are buffer reestablishment or
mitigation around ponds on buffered streams. The site plan should include the
precise elevation contour of the normal pool as well as the dam footprint. Mitigation
is required for wetland flooding of an acre or greater and for stream fill (if over the
150 foot threshold) under the dam footprint and any outlet stabilization.
SECTION VII -AVOIDANCE AND MINIMIZATION
Avoidance and minimization are critical aspects of an application particularly if you desire the application
to be processed expeditiously. The following is a checklist of avoidance and minimization questions that
DWQ Staff often look for in applications.
o
/ Are there any stream crossings at angles less than 75° or greater than 105°? No
Are there any stream crossings that cross two streams above or at the confluence of those
streams?
H"' Are there any stream, wetland, water, and/or buffer impacts other than perpendicular road ?o
/ crossing near the edges of the property?
10/ Can the stream be relocated as a natural channel design as opposed to culverted or 0
/ otherwise filled?
P? Is any single stream crossed more than once? IJO
Can property access routes be moved or reduced to avoid stream, wetland, water, and
/ buffer impacts? t40
XI Can a building, parking lot, etc. be realigned to avoid impacts? 00
D Can the site layout be reconfigured to avoid impacts? W 0
qr/ Can headwalls or steeper side slopes be used to avoid/minimize impacts? 06
8
Can a retaining wall be used to avoid/minimize impacts? N
r1 Can cul de sacs be used in place of a crossing? #lo OJ A*- Sues A2QJQ4?
E' Can lots be reshaped or have shared driveways to avoid impacts? riv Jo,6 VtSe?OA
If based solely on the practicable physical possibility, the answer is "yes" to any of the above questions
then you must have to provide substantial and convincing justification as to why the impacts are
necessary. If the impacts are required by a local government or other agency, the claim must be
supported with appropriate written documentation from the local government or other agency. Most
projects typically involve the need to justify avoidance and minimization. If this information is not readily
available, then the express review process may not be the appropriate venue to use. Providing
alternative plans (such as plans that avoid the impact, minimize the impact and the preferred plan, similar
to those used in environmental assessments) and explanations as to why the preferred plan is needed
and why the alternative plans won't work are many times helpful in the no practical alternatives review.
SECTION VIII - MITIGATION
Mitigation for the Express Review Program, final mitigation plans must be presented up front. The final
plans (except for plans that propose payment into the Ecosystem Enhancement Program (EEP), Riparian
Buffer Restoration Fund, private mitigation banks, or similar banking instruments) must contain detailed
plans, specifications, calculations and other supporting data that show that the appropriate mitigation will
be achieved at the ratios required. The design plans must be developed to at least the "90%" level.
Monitoring plans must be final and specific. Any means of permanent protection, such as a permanent
conservation easement must be provided. If you elect to use the EEP or a private mitigation bank, it is
recommended that you request the maximum possible mitigation amount that DWQ may require so that
you will not have to get further approval from them on short notice. The EEP and private banks are not
part of the expedited review process and cannot be expected to meet any such deadlines. There will be
no conditional expedited approvals that require final plans at a later date. It is not recommended that
innovative mitigation techniques or greater than 10% preservation be requested as part of an expedited
process. A c5o ' 0.4- fcv ;: utS-A on A.ll 11ne.. S ear+ aE?wNSTr?..••?
olr prep-*s" ;r pv, cf area-.
SECTION IX
If your project requires the preparation of an environmental document under NEPA or SEPA and an
approval letter has not been issued by the State Clearinghouse, then you cannot apply under the
expedited review process. It is your responsibility to find out if such documentation is required.
SECTION X
chB??-
There are many aspects of the Buffer Rules that must be addressed in every application, if applicable.
The first and most important thing to keep in mind is that allowable activities that require written Approval
from DWQ triggers a review of the entire project for compliance with the Buffer Rules.
Diffuse Flow & Stormwater Management:
0l The most common issues that arise involve the requirement for diffuse flow of stormwater
through riparian buffers. Basically one of three things must be indicated in regards to all
"new" stormwater that is collected and subsequently discharged. First, provisions for
diffuse flow through the protected buffer must be made. This usually involves the use of
level spreading devices designed to the latest DWQ guidance on level spreader design,
which is available on our web site. Please keep in mind that it does not matter how far a
discharge point is from a buffer. The stormwater must be flowing in a diffuse manner at
whatever point it eventually reaches the buffer. If the stormwater will not be flowing in a
diffuse manner through the protected buffer at the point it reaches the buffer, then one of
the following options may be allowed:
0 You may provide a nitrogen removing measure such as a forested filter strip,
grassed swale, stormwater wetland, etc. The measure employed should be
No A- QkL-es APOLtcM3o?
9
designed according to the NC DENR Stormwater Best Management Practices
Manual or other DWQ Guidance available at
http://h2o.enr.state.nc.us/ncwetlands/regcert.htm1. After the nitrogen is treated, the
stormwater can be directly conveyed through the buffer with written DWQ approval.
? You may discharge the stormwater to an existing man-made conveyance that
currently conveys stormwater through the protected buffer (assuming the
conveyance was not constructed in violation of the Rules) as long as that
conveyance does not need to be altered to convey the flow. Please remember that
there are no other choices. The following checklist is intended to help insure that
your application will not be deemed incomplete as a result of improper stormwater
design.
Stormwater Management (for Buffer Rules compliance only - Also, see Section XI):
0 Na R?HFPE<- tZhLCS ,-PPI-1 c46CIF
e All stormwater out-falls must be clearly shown and labeled on the site plan for projects in
Buffered watersheds. List each out-fall as labeled:
? Option 1: Level spreading devices designed to the latest DWQ Guidance, and
devices that merely control velocity but do not provide diffuse flow such as rip rap
dissipators are not proposed. List each of these out-falls as labeled on the site
plan and provide a DWQ worksheet available at
http://h2o.enr.state.nc.us/ncwetlands/regcert.htmi:
? Option 2: Nitrogen removing measures designed to DWQ Standards are
proposed for discharges for which diffuse flow through a protected Buffer cannot be
met. List each of these out-falls as labeled on the site plan and provide a DWQ
worksheet available at http://h2o.enr.state.nc.us/ncwetlands/regcert.htmI
? Option 3: The stormwater will be discharged to an existing man-made (not
including modified natural channels) conveyance that carries the stormwater
through the Buffer. The conveyance was not constructed in violation of the Buffer
Rules. List each out-fall as labeled:
All stormwater out-fall must meet one of the options above. (Note: if you cannot check this
box your application will likely not be accepted into the express review process.)
Site Plans: -k 0 a 8,&Fmf- F-k& s o-PP14 cam'
.a All applications on properties with DWQ protected buffers must clearly depict the buffers
and any impacts to the buffers on the site plans. The impact maps should clearly depict
both zones of the protected buffers and the proposed impact areas (provided in square
feet).
Surface Water 8 Buffer Delineations: ij o ?,V'PFvrZ_ 7?
e' Any surface waters subject to DWQ protected buffers must be field located and accurately
depicted on the site plans and impact maps. The width, dimensions and pattern of the
surface water must be delineated. The surface water location must not be taken simply
from a USGS map, soil surrey or local municipality's map. The buffers must be measured
from the surface water as required within the applicable buffer protection rule (e.g., all
buffers along streams subject to the Neuse and Tar-Pamlico Buffer Rules must be
measured from the "top-of-bank" of the stream and not the centerline of the stream). All
streams must be surveyed or located by GPS and shown precisely on the site plans.
Impact Table: -A N e, KFPrG ?- tm-LES A Pet- tcAh-La
10
Please provide additional impact tables that clearly state the area of impact for each
corresponding impact site. Se4 Pro3 ce Surn,wa,y ;? toc- a?¢?o ?•cc.'?+a.
Variances:
Projects that require a Major and/or "General" Variance will not be eligible for the use of the
Express Review Program (with the exception of the Coastal General "Major" Variance.
!v o L ArAA-
M itigation:
As opposed to applications that are submitted under our regular process, final mitigation
plans must be presented up front (see requirements for Section VIII above). The mitigation
plans must comply with the applicable buffer mitigation rule. S G6- PGA
SECTION XI - STORMWATER
Please provide the following information in regards to potential stormwater requirements:
The total acreage of the site. $ 7 (acres)
i? The total built-out impervious acreage I-Z- (acres)
The total area that will be disturbed LK- ?f (acres)
If the total area exceeds 20% imperviousness, the development on the site is uniform in
density, and you claim that the total impervious area is less than 30%, you must provide a
complete, detailed breakdown of the assumed built-out conditions. The breakdown must
be detailed enough to show that all potential impervious areas are accounted for.
, , Drp? .$c , ? Lrns: p fd. s aft •.R •,,(
g.&A ??/ro-?; A
If there are concentrated areas of developmen'? such as multi-family, commercial, cluster,
club houses, etc. that exceed 30% imperviousness and the total imperviousness for the site
does not exceed 30%, a stormwater management plan will likely be required for those
areas that exceed 30% imperviousness.
/ t0*_ G,r?-•t? ?, ? , On..?. ? i Oros; f c-'s . of &..«k
FX Stormwater management plans must be complete with a final design and an executed
Operation and Maintenance Agreement. There will be no conditional stormwater approvals
for the express review process that allow for approval of the final plans at a later date.
Worksheets must be provided that are available at
http://h2o.ehnr.state. nc.us/ncwetlands/mitresto. html.
SECTION XII - SEWAGE DISPOSAL
Response must be clear and detailed. Any disposal method that suggests further impacts
may be rMir ed other than those shown must be clearly addressed on the site plans.
Stuvo.3e J;-1Fee3•4 w,'11 SECTION XIII Jli 3 P, s+-d - f- 045
• ¢
ell' Answering yes to either of these responses automatically precludes you from the express
review process.
SECTION XIV -SIGNATURE
Zr The name, position and/or title of the applicant must be in type or long hand script here with
the signature. It should be the same person as described in Part II.
If you have any questions about these requirements, please email the Express Review Program at
[e-mail] and include your question and phone number and the appropriate staff will
respond as soon as possible.
Gard;?.! b ?
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I. JOE E. GODWIN. SR. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION DEED AfORTHG EA S TAVC~ PLA G 1790 I »g ~~92 •
DESCRIPTION .RECORDED IN MAP BOOK 99, PAGE 105; THAT THE 4403.1 6775.29 EIS (21)
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES; 4658.1 7855.51 EIS IN DITCH (26j QJ ' • CO N m r
THAT THE RAT10 OF PRECISION AS CALCULATED IS 1:1 U•000+: THAT THIS ~~~~~~~~~~~~~~~ii~, 3547.5 t 5447.06 IS S (59 177 ~p 1791 C
PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. o``~N FARO''', 5328.0 7737.25 A 1 1828 78
WITNESS MY ORIGINAL SIGNATU ,REGISTRATION NUMBER AND SEAL THIS `.`~=p~••OF~SS%py~/j~~'~~ ` 5276.5 7739.97 A2 t780 ~IW4
14th DAY OF AUGU A.D.. 2 .Q~ y ; r• 5231.9: 7720.96 A 3 Le CU t
• SEAL c 's ~ L~2553 i 5155.28 7717.80 A4 1873 Q~ 301 uj _ C7 Uj
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F ~ . JOE E. GOD SR. REGISTRATION NUMBER ~'~i~ (;OpW ~ 5143.83 7659.11 A 8 1785 cp m r
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5633.12 7590.22 63 ` j~ ~ 872 C*A
JOHNSTON COUNTY NORTH CAROLINA ` 1784 '°4 5547:64 7678.93 B4 r' C+j cm
I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY 5508.88` 7700.76 i,'~,.~ 18t1 n B 5 r ~ r.,..s ~ G~ ~ 00 U
THAT JOE E. GODWIN, SR. A PROFESSIONAL LAND SURVEYOR, PERSONALLY 5447.55 7729.03 66
APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF ~~~~~j~~~~~~~~/// 5281.71~ 5322.96 C21 A~NE,~7' ~OUNTY~ NC
THE FOREGOING INSTRUMENT, WITNESS MY HAND ANO OFFICIAL STAMP OR P • • ;;~~s~~ SEAL, THIS 14th DAY OF AUGUST. A.O., 2002. ~ 5219.25: 5269.00 C21 B
,NOTARY • 5137.67: 5206.24 C 22 5085.99 5168.15 C23 VICINI TY MAP
PUBLIC • 3702.55_ 5692.64 D2
~v • 3720.22' 5669.05 D3 NOt tO SCc7IE:
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LEAH K. HIGGS (NOTAR PUBLIC) DATE (,111\\\\`~~ 3739.97 5583.02 D5 nc v 1 t~
MY COMMISSIO EXPIRES MARCH 8th 2005. N 3795.28- 5573.46 D6 3874.28: 5544.46 D7 3912.17 ` 5516.23 D8 3969.13 5470.38 D9 Q
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I, JOE E. GODWIN, SR., PROFESSIONAL LAND SURVEYOR N0. L-2553, 4068.74 5335.68 CP 2 N
CERTIFY TO THE FOLLOWING: 5684.52 7523.11 CP 3 SURVEY LEGEND
0. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS 5611.08 7466.99 CP 4 Cp,,,.,,,,,,,.COMPUTED POINT
THE RECOMBINATION OF EXISTING PARCELS, ACOURT-ORDERED SURVEY OR EPK...........EXISTING PK NAIL
OTHER E PTION TO THE DEFINITION OF SUBDIVISION. ELK...........EXISTiNG LIGHTER KNOT EIP............EXISIING IRON PIPE
ECIP..........EXISTING CRIMPED IRON PIPE
EIA............EXISTING IRON AXLE s
M_ JOE E. EIS............EXISTING IRON STAKE i
GOD SR., PROFESSIO AL ND SURVEYOR ECM..........EXISTNG CONCR~ ~E P~IONUi~AENT
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CMS..........CONCRETE MONUMENT SET R/W..........RIGHT-OF-WAY
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY WC............WIINESS CORNER CO)
DIPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION x X100.......WETtAND DELINEATION FLAG V CO C
404 OF THE CLEAN WATER ACT AS DETERMINED BY THE w.. r ~ ~re~ ~ rr~r~ ~n ~rr~r 1~ A /~(J A AIf~C S o o
UIVUtK5ltiNtU UN It'lIJ UAit. u1vLGJJ In[.R~ ~J n ~.ni"~~vvc
IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMlNATIQN CL a:
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 0 ~
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATI~1 -WAS MADE UTILIZING THE 1987 CORPS OF a
ENgNEERS WETt.AND DELINEATION MANUAL.. t!~ ° 0- 2 .c
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SURVEYOR'S DECD ARATION TO WHOM IT MAY CONCERN: COORDINATES; NOT N.C.G.S. E Q
THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED. A • WETLANDS WERE ~EIINEATED BY:
NORTH CAROLINA LICENSED ATTORNEY AT LAW SHOULD BE CONSULTED HAL QWEN & ASSOCIATES. INC.
CONCERNING CORRECT OWNERSHIP, WIDTH. AND LOCATIONS OF EASEMENTS. ANY CEMETERIES OR FAMILY BURYING GROUNDS NOT SHOWN ON RECORDED LL O -,cs
MAPS OR DEEDS MADE AVAILABLE TO THE SURVEYOR BY PRESENT OWNERS as
AT THE TIME OF THIS SURVEY AND OTHER TITLE QUESTIONS REVEALED BY O
TITLE EXAMINATION. NO RESPONSIBILITY OF ANY NATURE IS ASSUMED BY ! 2 O..
THE SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT
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/ . t1o 0. ° r , 4 * ~ i ~ . r , ! C, ~ ~ R 47. ~ s ~ ~
U LET PROT CTION #3 ~ ,4, T5 ~ ; ~ ~ ~ 1 ? 1 i ~ , ! 1 ! , ~ ,1' ~ f 167.5 ' ~ ` • r - } ~ ~Q~~ I f
DA = N/ r i ~ ~ 1 0 , f 1 r ~ ~ ~ t'.1 r ~ i r ~ Q'~ Wa { ~
QTO = 4 CFS 16 ~ Q3 r.l J r,• ~ ~ r 1 t r 1~ ~ ~9 O
V ~o =•N/A , ~ ~ L ~ s ~ =19.63 3 8.9 ? DAs4.87AG 1,~~ '~,2.45AC Q ~ ~ Q CIA., ~ l, B'91 ' ~ 0.9 (7.21(4.871 k ~w ~,,ir.~ 0.9 .2)(,~.I',~ ~r 40 f
~ \ ~ ~ i ~ ~ ~ OwC 14S ~ r ~ ~ ~
1 r O ~ ~ o E ~ ~ - . r ~ ~ ~ ~ Q C cf)
V = 70 FPS ~ • r ~ - ~ ~ i , ' ~ .9 .T 1 t I r / RISER ,
0 = 2.5 ` " RISE OZONE 2, CLASS ? • 1~ 4 ~ + ~ ~ O Q ¦ 61.36: ~ F; 4 r 1 i v+ ~ { ~ i ~ 1 .r ~ ~ ~ o ~ r ~ ~ 3 , i % ~ r ~ - -rte --F r' Z
U,1 4 t ~ ,r 1 t j i o ~ ~ ~ t 1 ~ i ~ 0 _ 116 ~ 1 _ ~g ~ "r 0 Z W
La=2.5x6= 15 FEET a l ~ ~ _ 4315 , r ~ ~ ~t~~ ~ 4 Z , ~ ~ DOUBLE BO 1 / 4 165 i i ~y X._• ~ yea ~ b, ON e~.e.~t ~ 0 .3 a: -i
. ~ ~ ~kX4 -DROP i c 1 , CL > G `J co Zcn
D~ = 72"DEPTH 24" Z ~ ~ INLEt TYP Q { + ~ 1 . { ~ ~ ~ RCP ~ ~•57L N i 'l ~ EN~W,ti ~ _ i , ^l~,,,:, ~ ~~''r X,S'~ r f~ ~ Ag EX~S~1N P~ • . ~ Z Co Q
EROSION LEGEND WITH LINING l / 1 , ~ 'ate:,; . a P .A... li r...~ v 70 1 4 ~ ! r" ~ t~ , .~0 gE ~ o z MZwar Q~
1 DIVERSIOPI DITCH . { W , 5 ; ~ ~ 9 ~oQi
r ` i ~ \ ~ i ~ ~ ~ a~ ~ o ~ ~ 1 ~ ~ - ~ ',ce~ fir' ',1~, . - , - O 3 CL
p DISTURBED UMI (FES 36"RCP) ` ~ 1 ~ ~ ~ , i ~ N ~ 1 4.9j ~ , ~
DRAINAGE AREA 1 ~ ~ t ~ ; ~ Qr ti $ x , l / ~ ~ . 3 i ~ ~ , ~ ~
PROPERTY UNE ,c 15 , s a ,C ~R ~ 6 ~ { ,P ~
OUTLET PROTECTION #2 ~ - - ST~2M SEWER PIPE ' ~ ~ / N~ l » ~ ~ RE ~ , 1. , r , ~ { ~ 43t1 ~ ~,9? 1 .y ~GN 1. . t1o , 1RE . 1 4 , E ~ „ z
INLET PR07ECitON DA = 8.8 ACRES 1 ~/J ry ~l ~ 1 V~ R ~ ~ ` ~ ~ i ~ { , ' - t~~ ~ JUN SUN 5 20o r OZ$ Q
~ 5" ~RaN w/ Q ro = 57.0 CFS ~ ,f 47 ,f. .R WAUTY
HORSESHOE PRO~cnoN 1 V ~o = 10.6 FPS V/ 1 ! oa ¦ oss ac. J yrE1lANDs
QFULL = 66.7 CFS " { ~ ~ i 434 ~ L ~ ~ a ~ t p ~ r ~ t ~ { ~ (CB-8) S i 0.8 (!.2)(0.8) r
~ ~ ~ 'iv N.C. UNDERGROUND UTILITIES Q J V
VFUU = 9.4 FPS . ~ ~ 1 ~ ~ ~ DA~0.77AC~. - , BEFORE YOU DIG..... ~ ,~W Q ' ~ i, 'I ~ NOR1H CARalM1A ONE-CALL CENTER MG
Do = 3.0' LEGEND ZONE 3, CLASS 7 , 1 , ~ ~ ~ ~ f, ~ ~ * ~ ~ I ~ J~0.~1 ~ ~ _ TER 0.9 T
166 ~ 5~~ . s i 1 , j . . Q = ~$8 CFS i i ~ ' ~ TOLL FREE 1800-6 2G 4949 F- ~ o
e eo""~o La=6x3=78 FEET -D.S. oiaECnoNa~. s~cN (o.s.) ~ ~ 1 • ~ ~ t ' . / .f ~ A OME CALL SY51EM FOR COWIIA6TY IWD JOB SAfEIY. / j-:-
WA?ER VALVE D~ . 73"DEPTH 24" ~ ~ ~ ~ • ~ S ~ ~ l { ~ 1 ~ ~ ~ ~ ~ i / zoo
~ WAIER ME?ER WITH LINING 1 ~ ' 1 ~ ~ ~ , ~ G 't / i- caunoN LJL
FlRE HYDRANT j S 1 t t ~ ~ i ~ ~ f 1HE UNDER6RaUND UTIUTiES SHOWN HAVE BEEN LOCAlEO FROM
O WATER BLOW OFF SO SANITARY SEWER MANHOLE l i { l~ ~ 1 r I~~ k ~ ! t.a ~ I { L~. ~ / FlELD SURVEY MIFORMA710N ANC DOS7ING DRAWINGS 7HE ENpNEER MAKES NO GUARANTEE THAT THE UNDERGRWND U11U71ES SHOMM
o SANITARY SEWER CLEAN OUT (C.O.) ~ , t ~ G V , i 1 . / COMPRISE ALL SUCH UTIUIIES IN 1HE AREA, OTHER MI SERVICE OR / ABANDONED. THE ENGINEER FllR1HER DOES NOT WARRANT lMAT THE zZ ~
R~W RIgiT OF WAY • C/ ~ , .~•ti ~ ~ ~ f U j t ~ r... UNDERGROUND UlU71ES SHOYYN ARE IN THE EXACT LOCI1110N / INDICATED. ALTHOUGH HE DOES CERi1hY THAT THEY ARE LOCATED
or C.L. CE~ITERIJNE ~ ; 1 ~ ~ / AS AC(x1RATELY AS POSSIBLE FROM INFORMATION AVANJI~E. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGRWND
-e UiIUiY POLE do GUY ( i ~ Q ` u~nes. ~ D
U71UTY POLE # AREA UgiT / ~ tp ' ~ h ' ` J
O PROPERTY CORNER / o Q
~~~0 PROPERTY LINE ' \ ~ oc
8S SANITARY SEWER UNE 'RA CTOR TO D/REC STORM \ w
-w w WATER MAIN ucT UNDERGROUND TELEPHONE/CABLE VATER TO DROP /N~'TS ~ GRAPxIC scams
- cns -cis - GAS MAIN
- - - CENTERLINE ROAD (ALIGNYEN71 • ~ r o ~ z~ 400
RIGHT OF WAY 10,00' 1
- - •-124 - - - ppS71NG MINOR CONTOUR PROJECT: 3134
- - ' !25 - - - EXISTING MAJOR CONTOUR ;0000 ~ (IN r~r)
F x x SILT FENCE ;000, ;0001 1 inch = 100 ft S- 1

COIJSTRUGTION SEQUEN~F
1) INSTALL EROSION CONTROL MEASURES AT EXISTING DRAINA 2) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS ANO DRAINAGE WAYS.
--24.48' BOTTOM 2' MAX. / KS AND SITE SWALES CA
TOP ELEUAflON 3 ELEV 1523 3 TOP ELEU~TfON! ~ 1 .3 -1 1 ~ r- 153. #57 FlL TER STONE WITH ASSOCIATED EROSION CONTROL PRQTECTION BEFORE BEGI DES/GNCR/TER/A: GRADING. RE BEGINNING SITE ~.•'•F ~S ~~a 4 ZP
AGGREGATE S/ZE -USE 2-3 /NCH WASHED STONE 3) GRADE SIZE.
2' MAX. DITCH BOTTOM D/HENS/ONOFGRA!/EL PAD 4) GRASS AREAS THAT WILL NOT BE DISTUR6ED. SEAL _ 9517
FL 0 W-----~.. A T CENTER OQ~ ; N `~"~ii,~. . :~,..r~r.. IKICKNESS: 5) INSTALL Ul'ilIT1ES. 6 INCHES M/N/MUM 6) PLACE BASE-COURSE IN DRIVES.
\ / / I WIDTH.• 7) SEED AND MULCH ALL AREAS TO PROVIDE GROUNDCOVER 12 FT. M/NlMUM OR FULL W1DTH AT ACCESS POINTS OF THE WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF G VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER lS GREATER. WIININ 15 WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER 0 tp, I N ,OVER WITHIN 21 • '
24' CIASS 7 E OF GRADING, AND C~7 cob*
Dx - 12' W/ FABRfC UWNG FILTER FABRIC Q~ ' : LENGTH: SHORTER, FOLLOWING COMPLETION OF CONSTRUCTION OR DEVE 50 FT. M/N/MUM 8) INSTALL INLET PROTECTION AT ALL CATCH BASINS AFTER LOCATION: COMPLETE. MAINTAIN UNTIL PERMANENT GROUND COVER IS E LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT STABILIZED. CHEVER PERIOD IS R DEVELOPMENT.
EMERGENCY SPILLWAY AFTER PAVEMENT IS
n?or ro scn~ CROSS SECTION A-A •~.r~~~' :R IS ESTABLISHED AND
Y , FROM LEAVING THE SITE AND TO PROI~IDE FOR MAXIMUM UTILITY BY ESTABLISHED. ONCE AL~D STU BEDSAREAS ARE GRASSED AND ~ti ALL CONSTRUCTION VEHICLES. AVOlO STEEP GRADES AND TEMPORARY MEASURES MAY BE REMOVED. ?NENT GROUND COVER IS
QED AND STABLIZED,
A ENTRANCES AT CURtiE'S IN PUBLIC ROADS. CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CONSTRUC710N ENTRANCES NOT DING SPEGIFlGATIONS 0
1.5' MIN. 1NDlCA TED ON THE PLANS REQUIRED FOR STAGING AND/OR BORROW J" to 0 m
iC)P Q,EYI110Aff 153.3 2-3" COURSE AGGREGATE AREAS ANO MAfNTAIN AT NO ADDl710NAL EXPENSE TO TH£ OWNER. ~EDBED PREPARATION N 1 C
p1E1Rl~NCY ANII-S~HOl~I SPALM4AY 1523 KE? 151.5 ii CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL THOROUGHLY CULTIVATE LAWN AREAS BY ~ISCING TO A DEPTH CONSTRUCT/0N ENTRANCES AT HlS EXPENSE UNTIL FINAL RAKING THE SURFACE SMOOTH TO REQUIRED GRADES. APPLY ? DEPTH OF 6" AND ^ Z OOo . APPLY 4,000 LBS. OF 6 vi .c
S ~ ~ ?~oRSESHOE ACCEPTANCE. AGRICULTURAL LIME PER ACRE AND 1.000 LBS. OF 10-10-10 -10-10 OR EQUIVALENT od 0 T- 8
COMPACTED ~ FERTILIZER PER ACRE.
AVVERl 147.5 / ~ ~ 117.5 FILL SLOPE EXISANG SLOPE FOR VEHICULAR TRAfF/C MAINTENANCE '[EMPORARY SEEDING co co cl) wLo
~ ~ 72' ~ . AOITOM OF Dl7E ~ PgND ~ PAVEMENT FlL TER FABRlC EpGE MAINTAIN BERM dr VALLEY MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING 0 SEDIMENT FROM LEAVING THE CONTRUCTION SITE. THIS MAY REQUIRE LAWNS OR FlLL SLOPES, PROCEED AS FOLLOWS: cu I !L m EDING OF PERMANENT C6 c
12~ TO PREVENT SEDIMENT LADEN 0 c:
WATER FROM LEAVNVG SITE PERIODIC TOPORESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, AUG. 15TH-MAR. SST SOW RYE GRAIN AT THE RATE OF ?TE OF > '
:STONE lIORSfSilOE f0" A INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN /T OUT AS X20 CBS. PER ACRE. c~ -~:co RATE nm
(~IECK NECESSARY. IMMEDIATELY REMO ~E ALL OBJECTIONABLE MA TER/ALS MAR. 1ST-AUG. ~ sn~ SOW GRAIN MILLET AT THE RATE SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWA YS. of 40 I.BS. PER ACRE.
flDP 157.70 lffEP CFIVIER OF plE71X! QW 9' LOWER STONE SECTION 24u 6" ~~N FILTER FABRIC C PERMANENT SEEDING
i?~w a~v~na~r nor ~s N+ro a~rr~ ~r aH SEASON VARIETY Zm E Zoow
enrrau ~~zoo A4~ CROSS sECnoN RATE(~BS jACRE) 00
TEMPORARY ROCK CHECK DETAIL AUG 15 - NOV 1ST KOREAN LESPEDEZA QQ KOBE LESPEDEZA 50 u 50
~ TALL FESCUE 60
NOT TO SCALE TEMPORARY CONSTRUCTION lON ENTRANCE DE TA lL NOV 15 -MARCH 1ST TALL FESCUE 120
rs~ 9~(Q ABRUZZI RYE 25
Construction Specifications nror ro sca Pace stone to the lines and dimensions shown in the p/on on o filter fabric 7 SCALE MARCH 1 -APRIL 15 TALL FESCUE 120
APRIL 15 -JUNE 30 HULLED COMMON BERMUDA FDA 12
1. Pace JUNE 30 - AUG 15 TALI FESCUE ~ BROWNTOP MILLET 60 iu • • 25 p 0
foundotion. dotion. co cf) 1 m rn °o
2. Keep Keep the center stone section at least 9 inches below noturol ground level where the dom MULCHING IMMEDIATELY AFTER SEED AREA SOWN. MULCH THE ENURE AR A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION.
abuts the `s the chonnel banks. IRE AREA EVENLY WITH c V p 4) to ROSION. MULCH TO BE 0 160
3. Exten SECTION THROUGH WET DETENTION from unde SECTIONA -A "1OT ~'O~ Extend stone at /eost 7.5 ft beyr~nd the ditch banks (~gu~e 6.836) to keep overflow water APPLIED AT A RATE OF 75-100 LBS. PER 1000 SQUARE FEET. E FEET. c > O 0
4. Set the some ~ undercutting the dom os it re-enters the channe% Set spacing between doors to assure that the e%vation at the top of the lower dam is SECURING MULCH: z
some as the foe e%vation of the upper dom. CONCRE?E THE MULCH SHAD. BE HELD IN PLACE BY EMULSIFlED ASPHAL SLOPES 2 TO 1 OR STEEPER. OR AS REQUIRED. APPLY ASPH 0 2.00' 10.00 2.00' GALLON PER SQUARE YARD. IN HEAVY TRAFFIC AREAS. USE o ABC OR ASPHALT "CRS" TO MINIMIZE REMOVAL OF TACK COAT. SYNTHETIC BIND z USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR ~ 2 kSPHALT BINDER ON
5. Prote Protect the channel downstream from the lowest check dam, considering that water wi11 Y ASPHALT AT 0.10 USE TYPE "RS" OR
flow over 6. Make over and around the dam (Practice 6.41, Outlet Stabilization Structure). IC BINDERS MAY BE
Make sure that the channel ~eoch above the most upst~eom dam is stable. 4CHOR THE MULCH..
7. Ensu subject to Ensure that channel appurtenances, such as culvert entrances below check dams, are not TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALL SHOWN ON PLANS. OR AS REQUIRED TO PREVENT EROSION. LI NSTALLED IN AREAS AS m cl) co
ect to damage or blockage from displaced stones. BE LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCED v ~ \ ~ c >ION. LININGS AREA TO (9 x
'ROCEDURE. o V
USE D.O.T. X57 INLET OPENING TO BE / ~ o^
WASHED STONE ~ ~ 32" --I 32" SQUARE
. WOVENv WIRE MESH m
f51.7 c0
GRAVEL, ASPFI _ 24' CLASS 1 ~ VQ. l4$PF41LT j?r?~ !.xr .32A O
- 2' W
F. SWALE "A" CROSS-SECTION
NOT TO SCALE c
BOTTOM OF 148.0 •;~~f? Mhp ~J.It.'~A/DS~Y+~S ~(!~x1 ~~'Y~~~~'t71~ 't.~I .i 0
DFIEIVIION POND
1
~~'\j~\.~~ / .C~ ~
SECTION THROUGH WET DETENTION CONSTRUCTION
SECTfON B - B ^i°TT'° s~ GRAVEL TO BE NO CLOSER THAN 1/2" MESH WIRE
3" FRONT TOP OF BLOCK 1. CONSTRrlCT THE SEDIMENT BARRIER OF STANDARD S1REN67tl OR EX STRENGTH SYN1HEfIC FlUER FABRICS W. OR EXTRA
PLACE AT LEAST ONE BLOCK ON Il'S SIDE 8 max. stQndard stren th fabric with. wire fence 2. ENSURE 1HAT THE HEIq~lf OF 7Hf ~MENT FENCE DOSS NOt IXC 6' trla~c, extra strength fabric without wire fence ABOVE TFIE GROUND SURFi1CE. (HIGHER fEN~ES MAY l~tPoUND NOT EXCEED 24 INCHES
IN EACH BOTTOM ROW FOR DRAINAGE. VD
VOLUMES OF WATER SUfFlCIENf TO GU1SF fA1LURE OF THE STRIK7UR . 3 CONSIRUCl THE FlLTER Fi1BRfC FROM A CONTINUOUS RQLL CUT TO 7I4IKTURE.) . CUT TO THE LENGTH OF THE
FLOOD OVERFLOW UNE BARRIER TO AI D JOfMS WHEN JOINS ARE NECESSARY, SECURELY ECURELY FASTEN THE FlLTER
' PLACE TWO COURSES 5 ~ ~ BLOCK AROUND CLOTH ONLY AT A SUPPORT PAST NnTH 4 FEFI' MINIMUM OVERUP TO 51'P.el 4. SUPPORT STANQARD S7REN6TN FILTER FABRDC BY WIRE MESH FASTE pOSfi THE UPSLOPE SIDE OF THE POSTS EXTt7V0 THE WIRE MESH SUPPOR THE TRENCFI. FASTEN 1NE N7RE RflNFORCEAIEM, THEW FABRIC ON TH PlaStiC Oh TME FENCE POST: WIRE OR PLASTIC ZIP nES SHOULD HAVF MINIMUM wire ties STRENGTH. R1M TO THE NIXf POST. a
~a;~g.•c~r~ INLET. p • t• SH FASTENED SECURELY TO SUPPORT TO MI' BOTTOM OF
IC ON THE UPSLOPE SIDE OF Z
MINIMUM 50 POUND TENSILE O ~
r.• 5. WHEN A WIRE MESH SUPPORT FENCE IS USfO. SPACE POS15 A A4 APART. T POSTS SHOULD BE ORNEN SECURELY IMO 1Nf GR 24 INCHES i15 A MAXlAIUM OF 8 FEET = :D ~ Z
v p ~ QENERAL NOTES: Z ' O 1Nf GROUND A MINIMUM OF ~ 0 N S W
--1 AbL DROP INLETS OVER 3 -6 IN QEPTH TO z Y~'~ 1'-2" ON CENTERS. STEPS SHALL BE IN AC H O ~ ClABS "B" ~ICRETE TO BE USED. 'TH TO BE PROVIDED WITH STEPS Q Q ` Wire i~"~'¢~ 6. EXTRA SIREMGlH FlLTER FABRIC WlM 6 FEET PoST SPACING DDE N MESH SUPP~?T FENCE. SECURELY FASTEN THE FlLTER FABRIC DlREC1 fence OR PLASi~ Z!P AES SHOULD HAVE MINIMUM 50 POUND TENSt1E STRE Natural ~ IXCAUAIE A TRENCH APPROXIAWTELY 4 INCHES WIDE AND 8 INCHES VG DOE NOT REQUIRE WIRE O Z U (A m o m a j
IN ACCORDANCE WITH STO. 840.66. Q • ?Z-i~C~~3V ' V DlREC1LY TO POSTS. WIRE C/) W ~t1E STRENGTH. r
Z ~~y A ~ ~ ( ALL MORTAR J0INT8 ARE Y2" t 1~". O OO~SZ 8 INCHES DEEP ALONG THE o M z W~ Q C L
STRUCTION OF i'HE BOTTOM SLAB. w Q Z LL PROPOSED UNE OF POSTS AND UP~OPE FROM THE BARRIER (FlGURE ground 8. PUKE 12 INCHES OF THE FABRIC ALONG- THE BOTTOM AND SIDE O 9. BACKFIlL THE TRENCH W/tH SOIL PLACED OVER THE RLTER FABRIC THOROUGH COAIPACAON OF THE BACKFlLL /S CRITICAL TO SILT FENCE 10. DD NOT ATTACH FlLTER FABRIC TO IXIS71N6 TREES. ' (FlGURE 6 620). to ~ J Q 00 D SIDE OF THE TRENCH. Q = e Q ~
~ O ~ t') X X FORYS ARE TO BE USED FOR THE CONSTRUCTI _ p - ( 1 TRAFFIC. ~NRY DRS INLET NAT TO BE USED BE USED IN LOCATIONS SUBJECT TO ~ ~ ~ ° ~ TEMPORARY BL OCK AND GRAVEL a ~ H 4 FABRIC AND COMPACT. ~
Z M ~ M T _ _ _ _ ~ _ _ . J JUMBO BRICK WILL BE PERMITTED. CONCRET A T BLOCKS AIAY BE USED IN LIEU OF CLAY BRIC ~n a - IF REINFORCED CUNCREYE PIPE I3 SE'i' IN B TO BASE AS 3H0INN ON STANDARD 840.00. CONCRETE BRICK OR 4" SOLID CaNCRETE N Fes- ~ ~ J T FENCE PERFORMANCE.
AY BRICK. ~ ° ~ ~ DROP 1 NLET PROTECTION 11. NO MEASURES ARE TD Bf REMOVED UNTIL DENR APPROVAL. 4L.
E'i' IN BASE SLAB OF BOX, A0~ Z . 00 . F- H ~3
~ FOR 8'-0" IN HEItiHT OR LESS USE 8" WALL N Z ~ WALL TO 6'-0" FR011 TOP OF WALL, AND 6" Y~J QUANTITIES TO BE ADJUSTED ACCORDINGLY. WALL. OVER 8'-0" IN HEIGHT USE t2" a ~ NTS ?ND 6" WALL FOR THE REMAININQ 6'-0". ~ D J
INaLY. 24" , , ~~~.'~~'~~t x'.`~~'. 3 t~',~~'t' ~'''F~~„- M s~~~ .;ir . ~ INSTALLATION SPEClF/CATIONS filter
fabric 1. THE BASE OF BOTH END POS15 SHOULD BE AT LEAST ONE FOOT H~ MIDDLE OF THE FENCE CHECK WiIFI A LEYE1 IF NECESSARI: FOOT HIGHER THAN THE od ~ ~Q ? ~
PLAN MAINTENANCE 2. INSTALL POSTS 4 FEET APART IN CRli1CAl AREAS AND 6 FEET AP APPUCAIIONS ~EET APART ON STANDARD '
WITH OOPIi~ REMOVED INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS RS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR W
3~~so BRICK C0PIN4 2`-8" SUBSEQUENT RAINS. 3. INSTALL POS15 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SI CLOSE AS PoSSIBLE TO THE FABRIC, ENABLIM~ POSTS TO SUPPORT 1H UPSfRFAM WATER PRESSURE: DF THE SILT FENCE, AND AS v D PPORT THE FABRIC FROM Q V
3Tp. 840.18 ~ PRAME AFD QRATE 18 WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, LATE ~ REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR
Z 1fVire 4. INSTALL POSTS WITH THE NIPPLES FAC?NG AWAY FROM THE SLIT FA fence 5. ATTACH THE FABRIC TU EACH PoST WfTH THREE 11ES, A!L SPACED s«r Fnemc Z L SPACED WITHIN THE TOP 8 ~ O Q
~ ~ DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE. THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS INCHES Of FABRIC. ATTACH EACH T1E 04lGONALLY 45 DEGREES THRO CI"OS5-$eCt10t1 EACH PUNCNRE AT LFAST 1 INCH V~RIiiG4Lt.Y APART. ALSO, EACH TI View POSITIONED TD HAND ON A POST NIPPLE WHEN T/6HTfWED TO PREVF 6. WR4P APPROXIWITELY 6 INCHES OF FABRtC AROUND THE fN0 POST Filfier 3 nos :ES THROUGH THE FABRIC, WfiH O
j..~ ~ d~- - N !~1 ~ OII A Bp Q~' B Qp J H AROUND THE INLET. EACH IIE SHOULD BE
~ ° v D PREVENT SAGGING END POSTS AND SECURE WffH Q ~ O ~y
~ ~ v 8p aQcH°- c
I ~~'c°+~ Steel fabric 6ackfi1l trench 7. NO AWRE IF~4M 24 INCHES OF A 36 INCH FABRIC IS ALlOWfO AB post and compact ~'urat B. 1HE dVSTACLAAON SHOULD BE CHECKED AND CORRECTED FOR ANY thoroughly ground COMPACfl01~ :OWED ABOVE GROUND LEVEL. FOR ANY DEY/A710NS BEFORE ~ O
C ~~Q ~ ~ w0~ ~ I
o 'o ~ ~ 0 8. COMPACflON /S V/TALLY IMPORTMIT TOR EFFECTNE RESULTS COM 1MMEDWTELY NEXT TO THE SILT FENCE FABRIC WITH 1HE FRONT WHEEL S. COMPACT THE SOIL ~ U NT WHEEL OF THE TRACTOR.
v N Z ~ ~ m m Z SECTION X-X ~ ~ ~c ~ ***CAUTION*** SKID S1EER. OR ROLLER IXERIING AT f_EASY 60 POUNDS PER SQUAR r • • • • • • iNE UPSTRE4M SIDE FlRST, AND THEN EACH SIDE 1N7CE FOR A TOTAL R SQUARE INCH. COMPACT
~v~ A TOTAL OF 4 TRIPS. Q Z
~ ~ SECTTQN Y- ow~ssoris aNU au~rrriEs J Y-Y ~ H m r N.C. UNDERGROUND UTILITIES BEFORE YOU DIG..... ~ ~t~ ~ `q,'' ~ i UpSlope O
; ; ~mn ; ~ MAINTENANCE
~ DIMENSIONS OF BOX ~ PFPE CONC. TOTAL BRIgC MASONRY DEDUCTIONS FOR ~ -PIPE 8PAN YYIDTH HEIQHf IN BABE PER FT. BRICK IAIN. ONE PIPE Z NOR1H CAROLINA ONE-CALL CEMiER. WC. W r;:'~i 8~
3 DAYS BEF01~ DIGGING CALL TOLL FREE 1-800-632-4949 ~,4a ~ • ~ * ~ • I~1111 INSPECT SEDIMENT FENCES AT (EAST ONCE A WEEK AND AfTER EACH ~ ~s ~ ~ ~ REQt11RED REPAIRS lMMEDWTELY. Di EACH RAINFALL. MAKE ANY O V
D A B H CU. YDS. NEIQHT COPINQ H C.3. R.C. A ONE CALL S1tS7FJd FOR OOYHlgBT1r AtD JOB SAFEtY.
12" 3'-0" 2'-0" 2'-8 0.287 0.318 0.037 0.871 0.020 0.032 tb" 3 •O 0.267 0.973 0.037 0.976 0.03Y 0.047 Tat SHOULD THE FABRIC OF A SEIJIMEM FENCE COUAPSE, TEAR, DECOMP INffFEC1NE, REPLACE R PROMPTLY. DECOMPOSE, OR BECOME
18" 3`-8" 0.267 0.313 0.037 1.108 0.044 0.065 W
24" 4'-0 0.267 0.315 0.037 1.289 0.078 0.113 one 4~_n ~~_np d~_4N n 7a9 n.!t~a~ n_f1!R7 ~_3E37 0.122 0.174 p°? cnunoN REMOVE SEDIMENT DEPOSlfS AS NECESSARI' TO PROVIDE ADEQUATE ST MATE STORAGE VOLUME FOR
THE UNDERGROUND ununES SHOWN ?u?vE BEEN LOCATED FROM MEET 1 OF 1 FIELD SURVEY MIFORGAA11oN AND EXISTING DRAWINGS. 1HE ENGINEER THE n?Exr wu?v AND TO KEUUCE MMuRE ON THE FENCE. TAKE CA UNDERMINING THE FENCE DURING CLEANOUf. TAKE CARE TO AVOID
NEET 1 OF I MMES NO GUARANTEE 'THAT THE UNDERGROUND UTILITIES SHOWN PRISE ALL SUCH Ul1U'l1ES IN THE AREA, EITHER SERVICE OR PROJECT: 3134
840U15 840 ~ 15 COM ABANDONED. 1FE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UIUIIES SHOWN ARE IN THE EXACT LOCATION REMOVE ALL FENCING MATERWLS AND UNSTABLE SEDIMENT DEPOSffS TO GRADE AND STABILIZE R AFIER THE COMRIBUi1NG DRNNAGf AREA EPOSffS AND BRING THE AREA
INDICATED, /1UFIOU6H HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE STABlUZEO. WE AREA HAS BEEN PROPERLY ~ 2
ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
:00/

`>>tit1~11t1//~~f! CA
•
Q~;•• VSs/.
do* SEAL r- mom
• 9517 400 coo,~
~ STORM PIPE~~~~ 01 N cot)
~ALI/ANIZED CORRUGATED STEEL 14 Ga. 60" DIAMETER iTEEL PIPE
BEGIN FILTER FABRIC
ELEV. 157.5 ~ END OF PIPE/FES
T 4 PLACES _ RlP RAP APRON
BRACKET 4 P 36" TYP. (SEE DET GALVANIZED C rn ~E DETAIL) 36" 7"HICKNESS AS CONTINUE FILTER FABRlC
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AS PER PLANS & Q T ~
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CO) t~ o
F = (62.3 !bm/ff~3) x (44.4 ft~3) = 2766.0 !bf RIP RAP APRON DETAIL t t v r ~o • o m L
Not to Scole N m 0 c > a p
0 F = Concrete weight = (750 Ibm/ff~3~ x (44.4 ff~3) = 6660.0 Ibf 0
_ co MAINTENANCE INSPECT RIPRAP OUTLET STRUCTUREES AFTER HEAW RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
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PROPO SED SEWER MANHOL .F o~ MANHOLE
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° DRAINAGE PRO FILE DUNN, NO O AVERASBORO TOWNSHIP Drawn by: 1 =4a ngineers , p .1"1.
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~ n FOR HARNETT COUNTY ? ~ ~ Property Owner(s): KRA Date Created: coo CONSULTING ENGINEERS & SURVEYORS
GO MORRISVILLE NO 10-19-06 1403 NO Highway 50 S. -Benson, NO 27504 •e•~..~.~~•qw
ADAMS PRODUCTS ADAMS PRODUCTS Checked by: Date Plotted: Phone: [phone] Fax: [phone]
JEG Sr. 05-04-07 E-mail: enochengineersQearthtink.net //ttlittl
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~ j ADAMS PRO D UCTS ADAMS PRODUCTS A MORRISViLLE NC Checked by: Date Plotted: Phone: [phone] Fax: [phone]
JEG Sr. 05-04-07 E-mail: [e-mail] l i t 11111>>`?