20060779 Ver 1_COMPLETE FILE_20060509

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 18, 2006
DWQ Project # 06-0779
Wake County
Mr. Mike Lamm
7120 Rock Ridge Road
Sims, NC 27880
Subject Property: The Summit
Ut to Marsh Swamp [030407, 27-86-5-(1), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Lamm:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 128 linear feet of perennial stream (93 linear feet of
permanent stream impacts, 35 linear feet of temporary stream impacts) and 7,689 square feet (ft2)
of protected Zone 1 Neuse River basin riparian buffer and 4,970 square feet (ft2) of protected
Zone 2 Neuse River basin riparian buffer for the purpose of constructing the thoroughfare road at
the subject property, as described within your application dated July 28, 2005, and received by
the N.C. Division of Water Quality (DWQ) on July 29, 2005. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number(s)
3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) NW39 when
issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
WOn?`
N,Carolina
N11tura!!y
Mr. Mike Lamm
Page 2 of 5
May 18, 2006
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream -perennial 93 linear feet - permanent) PCN page 4 of 9
Stream -perennial 35 linear feet - temporary) PCN page 4 of 9
Buffer -Zone 1 7,689 (square ft. PCN page 7 of 9
Buffer - Zone 2 4,970 (square ft. PCN page 7 of 9
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the project;
Page 3 of 5
May 18, 2006
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it
will not re-concentrate before discharging into a stream as identified within 15A NCAC
2B .0233 (5). If this is not possible, it may be necessary to.provide stormwater facilities
that are considered to remove nitrogen. This may require additional approval from this
Office.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section
dimensions, pattern, and longitudinal profile) must be maintained above and below
locations of each culvert. Culverts shall be designed and installed to allow for aquatic life
movement as well as to prevent head cutting of the streams. If any of the existing pipes are
or become perched, the appropriate stream grade shall be re-established or, if the pipes
installed in a perched manner, the pipes shall be removed and re-installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of
the stream up or down stream of the culvert(s). Existing stream dimensions (including the
cross section dimensions, pattern and longitudinal profile) shall be maintained above and
below locations of each culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed by one foot for all culverts with a diameter greater
than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less
than 48 inches, to allow low flow passage of water and aquatic life. Design and placement
of culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or
banks, adjacent to or upstream and down stream of the above structures. The applicant is
required to provide evidence that the equilibrium shall be maintained if requested in writing
by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip rap or other bank hardening
methods. If rip-rap is necessary, it shall not be placed in the stream bed, unless specifically
approved by the Division of Water Quality.
Mr. Mike Lamm
Page 4 of 5
May 18, 2006
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401 /Wetlands Unit of the NC Division of Water Quality upon
completion of the project. Please send photographs upstream and downstream of each
culvert site to document correct installation along with the Certificate of Completion form.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval
and Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the
sample deed notification may be modified as appropriate to suit to this project;
9. Construction Stormwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. 'This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
hqp://h2o.enr.state.nc.us/su/forms Documents.htm.;
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
Page 5 of 5
May 18, 2006
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-
1786.
AWK/Um
Sincerely,
Alan W. Klimek, P.E.
Enclosures: GC 3402
Certificate of Completion
Deed of Notification
j cc: Debbie Edwards, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 060779TheSummit(W ilson)401_NBR

In accordance with Title 15 NCAC 2H .0500, the following DEED NOTIFICATION shall be
recorded in the County Registry prior to the conveyance of lots. Said Deed
Notification shall apply to name of subdivision, lot numbers in County, North
Carolina as shown on plans titled (insert subdivision name) prepared by
(insert name of designer) dated date:
200
COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
"A portion of this lot has been determined to meet the requirements for designation as a wetland, stream
or protected stream buffer. Any subsequent fill or alteration of this area shall conform to the requirements
of the state rules adopted by the State of North Carolina in force at the time of the proposed alteration.
The intent of this provision is to prevent additional wetland, stream or buffer filling or draining, so the
property owner should not assume that a future application for filling or draining would be approved. The
property owner shall report the name of the subdivision in any application pertaining to said rules. This
covenant is intended to ensure continued compliance with all rules adopted by the State of North Carolina
and therefore the State of North Carolina may enforce benefits. This covenant is to run with the land and
shall be binding on all Parties and all persons-claiming under them".
Signature
Owner's name:
Address:
City, State, Zip Code:
Phone Number:
STATE OF NORTH CAROLINA
I,
COUNTY
DEED OF NOTIFICATION
a Notary Public of the State of North Carolina,
County, hereby certify that owner personally appeared before me this day and
executed by above certification.
Witness my hand and notorial seal, this day of , 200
Notary Public
My commission expires:
' Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com May 8, 2006
S&EC Project # 10229.W2
To: US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jean Manuele Attn: Cyndi Karoly
6508 Falls of the Neuse Rd 2321 Crabtree Boulevard, Suite 250
Suite 120 Raleigh, NC 27604-2260
Raleigh, N.C. 27615
From: Debbie Edwards ,.. x
Soil & Environmental Consultants, PA 2 Q Q O 7 7 9
11010 Raven Ridge Road
Raleigh, NC 27614
Re: The Summit
Wilson, Wilson County, NC
On behalf of the owner, Mike Lamm, please find attached a complete application and supplemental information
requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the North Carolina Division of
Water Quality (NC-DWQ) that the activities proposed below may precede utilizing Nationwide Permits 39. In
addition, written authorization from the NC-DWQ is requested for activities proposed to impact Neuse River Buffers.
Please contact me at [phone] if you have any questions or require additional information.
PRCIiRCT Si 1MMARY
Project Name The Summit
Project Type Residential Subdivision
Owner / Applicant Mike Lamm
County Wilson
Nearest Town Wilson
Waterbod Name Marsh Swam
Basin / Sub-basin 03-04-07
Index Number 27-86-5(1)
Class C; NSW
IMPACT STIMMARY
Stream Impact (acres): 0.012
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.012
Total Stream Impact (linear feet): 128
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey
Detailed Impact Map
Overall Site Plan Map
Level Spreader Worksheets
Operations & Maintenance Agreement
Data Sheets
$200.00 Water Certification Fee
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Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
'N/AIrj ?
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 0 7 7 9
kit any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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: 39
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 : ?
II. Applicant Information
MAY
1. Owner/Applicant Information
i)t::Net • YdAT3' fi
Name: Mike Lamm wct_AIN S AW] ST04*ATER r? pflc r?
Mailing Address: 7120 Rock Ridge Road
Sims, NC 27880
Telephone Number: 252-205-6175 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: Debbie Edwards
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: dedwardsnsandec.com
Page 1 of 9
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: The Summit
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 2772-74-5000
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number): The Summit
Directions to site (include road numbers/names, landmarks, etc.): _ The property is located
gpnroximately 2000 feet south of Stott's Crossroads, on the West side of SR 1149, Wilson
County, North Carolina.
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): 35.7345 ON 78.0661 °W
6. Property size (acres): +/- 25 acres
7. Name of nearest receiving body of water:_ Marsh Swamp 27-86-5-(1). C, NSW
8. River Basin:_ Neuse (03-04-07)
(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/.)
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 consists of agricultural land and some wooded areas
along the drainage.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is for a residential subdivision with permanent and temporary impacts
resulting from the installation of a road that is required for accessing the western portion of
the property. HeM equipment typically used for road construction will be employed for this
project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
additional housing for the area. Proposed impacts to jurisdictional areas are needed in order
to gain access to the entire property.
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.
In April 2006, S&EC completed a detailed wetland delineation and Neuse Riparian Buffer
evaluation. The status of the riparian buffers are not disputed. No previous permits have been
requested for this site.
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.
No additional permits are anticipated at this time.
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.
Page 3 of 9
1. Provide a written description of the proposed impacts: Proposed permanent impacts
include 93 linear feet of perennial stream channel. Proposed temporary impacts include 35
linear feet of perennial stream channel.
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 Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 0.50 acre
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
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Impact linear feet acres
UT to Marsh Permanent -Road
1 Swamp crossing-culvert & Perennial 31-41 93' 0.008
dissipater
I UT to Marsh Temporary-Check Perennial 31-41 35' 0.004
Swamp Dams & Arc Filter
Total Stream Impact (by length and acreage) 128' 0.012
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, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A N/A
I Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the i
Stream Impact (acres): 0.012
Page 4 of 9
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.012
Total Stream hn act (linear feet): 128
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.
There are no isolated wetlands or streams on this property.
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 ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The applicant reauested S&EC to comnlete a detailed. wetland delineation on the site.
to aid in developing a site plan that would avoid & minimize impacts to the maximum extent
practicable. The applicant has avoided all jurisdictional wetlands onsite. The proposed impact
to the perennial stream is necessary to access the western portion of the property. The two
proposed check dams and arc filter are temporary impacts measures required by the local
_government to reduce and control flows during the construction phase.
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
Page 5 of 9
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, available at
hqp://h2o.enr.state.nc.us/ncwetlands/strmgide.htmI.
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.
It has been past experience that mitigation is not required for stream impacts less than 150
linear feet therefore mitigation is not proposed. If mitigation is required, the applicant will
utilize the Ecosystem Enhancement Program.
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
website at ht1p:!/h2o.enr.state.nc.us/wMhndex.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
Page 6 of 9
IX.
X.
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 ?
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.
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 Neuse V 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.
Road Crossin! #1
Zone*
Multiplier
Required
1 7,689 3 (2 for Catawba) N/A
2 4,970 1.5 N/A
Total 12,659 N/A
* 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 type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 7 of 9
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Buffer mitigation is not required because all proposed impacts are considered
"Allowable".
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.
The percent impervious for the entire project is approximately 10.9%. see impervious
breakdown on overall site plan (P 1 of 1).
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.
This proposed residential development will utilize individual septic systems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit application? Yes E] 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 El 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:
We have reviewed the "DRAFT Internal Policy Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3. 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. The Summit does not meet any of the three criteria of
private projects that can clearly result in cumulative impacts We anticipate that you will advise
us if a qualitative or quantitative impact analysis is required
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
Page 8 of 9
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).
N/A
C-1 5Z_ EVC(Irl>
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
•1-0 u0 uo 1C: lip
9
HSf1
252-291-5900
p.2
Soil & Environmental Consultants PA
IItnttn Rig a R:)4d • Ra:r:l;h. ?
t North [: dClia t::l ;h. 1'?A:!fil': fU. 54:.-1'r[ha A/j 9-07
.a a w SandFt: t' am
AGL•'N`l'AU 1'1101UZATIE_).N FORM
AH B.a nk5 To Ro FiNed In Bt- The Current Lands- t,'ner
Ndlnw: Mi ke Lamm
Address: _ 7120 Rock Ridqe Sims Road
Sims, NC 27880
Phone: [phone]
Projoci Name/T1-'scYipdon: The S t 5.j?1:C: I'r[?jit t o
Dais': 05-04-06
'l he lloltarLmont of thr ATMv
U5. Army Corps t?i frn,;in[?i-rti, 1ti imi irton ni:;triCt
i'.C.). I1itx 18911
11'ilrttinP,11)1:, NC 2x402 '
Attn: -VY?ctvlve_l?
FiOld Office: 2c.1.?y ---
RO: : dands I:Nliij(.,d Consultfiig and Permitting
To Whom It May Conrorn:
}. t}ti' t't7rTCnt rat1-'-:'
1t?rty CCvITICY, ht`rt'1?}' dC-s; anltt' and ZIULhoroizo 5cttt [t ltnVir[.1C;t1('nti`} ? t'fr;aJt.. _•.
r
apt in rn- i><th,t11 a5 my t ;rrtt in titc•.prccessir.g of permit aphli;:atic»-s, :n f Lmi,l, :jIioii rrt t:??' r„
supplenwnta* inforrnatioii In suhlti:rl t?i 3I?I`Tlt;,ihUI1S. etc. from this day fonwar d. 'J.a- t4-P,
This nt'tifiCtttion superst'des imy prvvjous Correspondence conrerninl; tho ae E?:fit for this proj(?,
NOTWE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property-when accompanied by S&:rC staff. You should call So'JE-C•
to arrange a site meeting prior to visiting the site.
- Mike Lama
'rin::'r[tpt?rty Oivnor s Mimi.-
1'r??hcar[y Ute•nt'r ? Si},n:lhtrt' ---'-
Nt:]3i?\:: J?j tQ ??: i\?9s. L)?z?hit` .:,ita-:u•ds
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Project: Scale.
10229.W1 1°-2000'
Project Date: 04-
Mgr.: WC 03-2006
Drawn by:
EWS
Figure 1- USGS Map
The Summit Site
-Herring & Sutton-
Lucama Quadrangle
Wilson County, NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com
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Project Scale:
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Project Date: 04- Figure 2 -Soil Map Soil & Environmental Consultants, PA
Mgr.: WC 03-2006 The Summit Site
11010 Raven Ridge Rd.- Raleigh, NC 27614
Drawn by: -Herring and Sutton • 846-5900. 846-9467
pus Sheet 4 (919) (919)
Wilson County, NC Web Page: www.SandEC.com
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DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: ThP Siimmi t TT
Contact Person: Donald Perry Phone Number. U ) [phone]
Level Spreader ID:. 1
Level Spreader Length 33 ft. (perpendicular to flow)
Drainage Area o-74 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0,19 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 1 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 2.48 cfs
Max Discharge to Level Spreader 2.48 cfs
Filter StripBufferVegetation Thick Ground Cov4t iskgroundcoverorgrass,canopiedforestwithleafEtter
gm=Jcover)
Pre-treatment or Bypass Method None
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the projecL
A?ficants Initials
,g5 `2' r - Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
Gtter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Th P S, mm i V II
Contact Person: Donald Perry Phone Number..(: ) (252 ) 291-8887
Level Spreader ID: _ 9
Level Spreader Length 35 ft
Drainage Area 0.79 ac.
Impervious Area 0.12 ac.
Maoamum Filter Strip/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm 2-67 ds
Max Discharge to Level Spreader 2.67 cfs
Filter Strip/Buffer Vegetation Thick Ground Cover
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf utter
groundcover)
Pre-treatment or Bypass Method None
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
ADD iicants tnfials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
t? Pre-Form Scour Holes are on flat slopes only
^ p _ No structures are located in protected buffers`
ff bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Th r- q rn mm i t I l
Contact Person: Donald Perry Phone Number. (' [phone]
Level Spreader ID:. ,
Level Spreader Length 30 ft.
Drainage Area 0.68 ac.
Impervious Area 0.19 ac.
Mamamum Filter Strip/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm 2.30 cis
Max. Discharge to Level Spreader 2 _ -4 Q cis
FifterSbipBufferVegetation Thick rrr%iinA rover
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf fitter
groundcover)
Pre-treatment or Bypass Method None
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is allached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
ficants Initials
9s. Level spreader is at least 13 ft per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
Pr
-P Utter.
Pre•Fonn Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf litter cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name : Th R n mm i t II
Contact Person: Donald Perry Phone Number. C ' ) ( 252 ) 291-8887
Level Spreader ID: _ 4
Level Spreader Length 37 ft. (perpendicular to flow)
Drainage Area 0-84 ac. (on-site and off-site drainage to the level spreader)
Impervious Area n 12 ac. (on-site and off-site drainage to the level spreader)
Mabmum Filter Strip/Buffer Slope 1 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max Discharge from a 10 Year Storm 2.84 ds
Max Discharge to Level Spreader 2.84 cfs
FilterStripBufferVegetation Thick Ground Cover
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method None
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. Xa
requirement has not been met attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and well substantially delay final review and approval of the project
f?ants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass N designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:
Mike Lamm
Title: Owner
Address: 7120 Rock Ridge Road, Sims, NC 27880
Phone: [phone]
Signature: /'Z-? lio..?.i!
Date: Y- / ?,'- a (e
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
-?lots have been sold and a resident of the subdivision has been named the president. r • ,,t r
I, 77 t iz yv\ P.--` L. a Notary Public for the State of l?y ?t 1• ,
County of W SAN , do hereby certify that m KL L-A,nrv-\
personally appeared before me this 18 day of Z,oO and acknowledge the due
execution of the forgoing wet [wetland] det ntisin maintenance requirements. Witness my hand and
official seal, V
0%%011111811" 1.4,
pNE
%
:Z:
.0

U ?

-US- 2010
My commission expires o l
Page 1 of 1
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Summit Subdivision S&EC Job# 10229.W1 Date: 4-1-2006
Applicant/Owner: Herring & Sutton County: Wilson
Investigator: W. Cole -State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: _ Upland
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda Tree FAC 9.
2: Lonicera japonica Vine FAG 10.
3. Smilax rotundifolia Vine FAC 11.
4: Liquidambar styraciflua Tree FAC+ 12.
5. Carya glabra Tree FACU 13.
6. Quercus alba Tree FACU 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 50%
Remarks:
HYDROLOGY
- Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: _
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. NA (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: NA (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: NA (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: The Summit Subdivision Plot ID: Upland
SOILS
Map Unit Name Nason Drainage Class: Well Drained
(Series and Phase): Field Observations
Taxonomy (Subgroup): Typic Hapludults Confirm* Mapped Type? X Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-3 A 10 YR 4/4 Silt Loam
3-6 Bt1 5 YR 5/8 Silty Clay Loam
6-24 Bt2 5 YR 4/8 Silty Clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
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:
IL_
11
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? Yes X No
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: The Summit Subdivision S&EC Job# 10229.W1 Date: 4-1-2006
Applicant/Owner: Herring & Sutton County: Wilson
Investigator: W. Cole State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Wetland
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Osmunda cMnamomea Herb FACW+ 9.
2. Juncus effuses Herb FACW+ 10.
3. Acer rubrum Tree FAC 11.
4. Liquidambar Styraciflua Tree FAC+ 12.
5. Woodwardia areolata Herb OBL 13.
6. Arundinaria gi antea Herb FACW 14.
7. Liriodendron tulipifera Tree FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
X Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. >12 (in.) X Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >12 (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: The Summit Subdivision Plot ID: Wetland
SOILS
Map Unit Name Toisnot Drainage Class: Poorl y Drained
(Series and Phase): Field Observations
Taxonomy (Subgroup): Typic fragiaquults Confirm Mapped Type? X Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-5 Al 10 YR 311 Loam
5-16 A2 10 YR 4/1 Sandy Loam
16+ Bg 10 YR 6/1 10 YR 6/8 Sand Loam
10 YR 7/2
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
IL-
J
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No
Remarks:
IL- -1
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
11205 05082006 Invoice 05/08/06 #10229.W2 Permit App.
Check Number:
Date: 5/8/2006 Check Amt:
Balance Discount
$200.00 $0.00
001129
1129
$200.00
Pay Amount
$200.00
Q ?a