20061869 Ver 1_COMPLETE FILE_20060124

Mr. Will Stevens
Greenest Hotel, LLC
324 West Wendover Avenue, Suite 320
Greensboro, NC, 27408
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
D r LRE 0W1 O Division of Water Quality
D December 28 2006
JAN 2 - 2,007 DWQ# 06-1869
Guilford County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Stevens:
Greenest Hotel, LLC has our approval to conduct stream restoration, enhancement, and stabilization activities,
in accordance with the attached conditions, along a total of 643 linear feet of an unnamed tributary to North
Buffalo Creek located on the site of the Proximity Hotel at 704 Green Valley Road in Greensboro, Guilford
County, as described in your application received by the Division of Water Quality on December 4, _2006.
After reviewing your application, we have determined that this activity is covered by General Water Quality
Certification _ Number 3495, which can be viewed on our web site at
http://www.ncwateKquality.org/wetlands.html. This Certification allows you to use Nationwide Permit
Number 27 when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other
applicable federal, state or local permits before you proceed with your project, including (but not limited to)
those required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, or total fill to perennial streams equals or exceeds 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval
to be valid, you must follow the conditions listed in the attached certification, as well as the additional
conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 643 linear feet Unnamed tributary to North Buffalo Creek located on the site
of the Proximity Hotel at 704 Green Valley Road in
Greensboro, Guilford County.

1?pi Carolina
?tllrQlilf
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet hfo://www.ncwaterouality.org
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. Will Stevens
Page 2, DWQ# 06-1869
December 28, 2006
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Erosion and Sediment Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. These measures must be maintained on all construction sites, borrow
sites, and waste pile (spoil) sites, including contractor owned and leased borrow pits, which are
associated with this project.
3. 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 measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date of
project completion or, if applicable, within six months of the date of project release by the Division of
Land Resources.
4. To the extent practicable, structures and devices that provide energy dissipation and sheet flow shall be
utilized for all point-source discharges of stormwater into the riparian zones adjacent to the stream
channel. Where site conditions allow, any existing culverts which discharge stormwater directly into the
stream channel shall be repositioned up gradient from the channel to allow for discharge into the riparian
zone.
5. 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.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the Winston-Salem Regional Office of the NC Division of Water
Quality at the address listed on the form. Along with the Certificate of Completion, please send
photographs showing the restored stream reach.
If you do not accept any of the conditions of this certification, 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
F7
Mr. Will Stevens
Page 3, DWQ# 06-1869
December 28, 2006
Sincerely,
0? IZ-10-
Alan W. Klimek, P.E.
/
AWK/cdl
Attachments
cc: Monte Mathews, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Ms. Jessica Regan, Soil & Environmental Consultants, PA, 11010 Raven Ridge Road, Raleigh, NC
27614
Triage Check List
Date: 12/06/06
Daryl Lamb, Winston-Salem Regional Office
To:
P r o x. Ltr A .H 466 S+rea?
Project Name: Will-Stems i?tb
DWQ#: 06-1869
County: Guilford
60-day processing time: 12/04/06 - 1/02/07
From: Cyndi Karoly. Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
I
9061869
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com

To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Monte Matthews
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
From: Jessica Regan
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
December 4, 2006
S&EC Project # 9456.D2
N.C. Division of Water Quality
401[Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: PROXIMITY HOTEL STREAM RESTORATION,
Greenest Hotel, LLC
NWP27 PERMIT APPLICATION
o ? pp6
-1
xfi
On behalf of the owner, Greenest Hotel, please find attached a complete application and supplemental
information requesting verification to use NWP 27 from the U.S. Army Corps of Engineers (USACE) and
General Certification (GC3495) from the N.C. Division of Water Quality (DWQ). Please contact me at
[phone] if you have any questions or require additional information
PROJECT SUMMARY
Project Name Proximity Hotel Stream Restoration
Project Type Stream Restoration
Owner / Applicant Greenest Hotel, LLC
Count Guilford
Nearest Town Greensboro, NC
Waterbod Name UT of Buffalo Creek
DW Basin / Sub-basin 03-06-02
DWQ Stream Index Number 16-11-14-1 (Buffalo Creek)
Class C, NSW
USGS Cataloging Unit Cape Fear - 0303002
IMPACT SUMMARY
Stream Impact (acres): 0.325
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.325
Total Stream Impact (linear feet): 643
Attachments:
NWP27 Permit Application Form, Block Sheets & Supplemental Information $475 Application Fee to DWQ
Sincerely,
Jessica Regar/
Soil and Environmental Consultants, PA
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] n r, < 1 n r/ Phone: [phone]
Fax: [phone] ' Fax: [phone]
2 0 0 8 1 8 6 9
Office Use Only: Form Version March 05
USACE Action ID No. -=' DWQ No.
(If any particular item is not appl able-tort ' c , please enter "Not Applicable" or "N/A".)
1. Processing
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:
27
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
L11T11V11111V111CU `aGG 1116 LUP U1 IJagV G 1V1 1U1111G1 UmallJ), 1:11G1ai 1161 G. u L__IgDv I
II. Applicant Information C 4 _ JIB 5
1. Nwnrier/Applicant Information
Greenest Hotel. LLC o??: sI , 000
Mailing Address: 324 West Wendover Ave. Suite 320
Greensboro NC 27408
Telephone Number: 33G.370.09GG Fax Number:33G.370.09G5
E-mail Address: w5teven5A! wrh.com
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: Je551ca Regan
Company Affiliation: 50l * Environmental Consultants PA
Mailing Address: i 1010 Raven Ride Road
Raleigh, NC 27G 14
Telephone Number: 919.846.5900 Fax Number: 919.84G.94G7
E-mail Address: Jregan(a?sandec.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 ofproject: Proximity Hotel Stream Restoration
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1850000100029 & 1850000100067
4. Location
ty?>;vrtfa ecres own: Greensboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, follow I-
40 West and take exit 44, to 1-840 North Merge onto Route 70W via exit 2 I
Route 70 becomes Wendover Ave. Take the BenJamin Prkwy exit and follow signs
to Green Valley Rd. Take first Ri9ht and Proximity Hotel is the first building on the
right.
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): 36.0919 ON 79.8219 °W
6. Property size (acres): 1.54 (Limit of disturbance located on two adJacent parcels)
7. Name of nearest receiving body of water: UT of Buffalo Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: A hotel 15 currently being constructed in the vicinity of
the protect.
10. Describe the overall project in detail, including the type of equipment to be used:
The current condition of this Section of stream 15 impaired, and sections of
streambank are actively eroding. The ex15ting Stream has a RoSgen cia551fication of
an f4 5tream type with an entrenchment ratio of 1.2G and a width/depth ratio of
25.84. The shape of the current channel 15 likely due to h6toric Straightening and
dredginct. 5ection5 of stream are continuous overly deep poo15, and there 15 a
large amount of rip rap in the channel and on its banks, a5 well a5 a rip rap check dam
near the terminus of th15 reach. The reach 15 not connected to an active fioodplain.
These condibon5 do not support proper Sediment transport, normal channel pattern
and bedform5, or energy 655ipation during bankfull and larger flow events. The
proposed channel will be a low widt;Wdepth (12-13) channel (designed from a local
reference reach) C4 type channel with a 5inuou51ty of I . I , an entrenchment ratio of
2.80 and a significant bankfull bench that ties to existing grade with 3:1 Side
slopes. Rock and log t-hooks and cr055 vanes will be installed to protect the banks,
di5511?ate energy, and support proper bedform function. Th15 riffle pool 5y5tem will
enhance the 5tability of this stream 5y5tem and improve aquatic habitat. Planting of
live stakes will occur along the banks, a riparian buffer seed mix will be applied, and a
50' native buffer will be planted on either 51de of the restored stream with the
exception o areas within the existing sewer easement. Please see the included plan
sheets for additional details. Typical heavy equipment for stream restoration will be
11. Explain the purpose of the proposed work: The purpose of this work 15 to restore this
Section of stream to a more appropriate dimension pattern and profile and restore a
50' native riparian buffer on either Side of the restored stream in order to improve
aquatic and riparian habitat a5 well a5 5treambank Stability within the reach.
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. N/A
Page 3 of 9
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.
N/A
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.
1. Provide a written description of the proposed impacts: Only temporary stream impacts
Creek will be restored utilizing channel shaping in-stream structures and bank and
bench grading, while revegetatino the 5treambank5 and buffer.
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
in
Flo(odplaodpla Distance to
Nearest
Stream
(linear feet)' Area of
Impact
(acres)
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: N/A
Page 4 of 9
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 ma
(p)
Stream Name
Type of Impact v
perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length

(linear feet) Area of
Impact

(acres)
Restoration UT of Buffalo
Creek Temporary Perennial
22' 643 0.325

Total Stream Impact (by length and acreage) 643 0.325
-5. Ind i idu?dttl - 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
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
WA WA WA WA WA

Total Open Water Impact (acres) WA
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0.325
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.325
Total Stream Impact (linear feet): 643
7. Isolated Waters
Do any isolated waters exist on the property? E] 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.
Page 5 of 9
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.):
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. This plan w!li reduce off5ite
Ocu111101166WUH ,rum iaLCrany eroamg PanK5 and improve the streams nioiogic and
hydraulic function.
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
Page 6 of 9
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
http://h2o.enr.state.nc.us/ncwetlands/stmigide.html.
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.
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 http:/A12o.enr.state.nc.us/wm/index.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):N/A
oun iga mn requested square ee :
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
M. 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 E] 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)
Page 7 of 9
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* Impact
square feet) Multiplier Required
Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
Lone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
.i.:itiuna ge of Zone .
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
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
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. N/A
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.
N/A
Page 8 of 9
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:
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
o L-SChea les=fal--tea -dJates=associat h=EndangGl?ll-?i `}acs
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

Olicant/Agent'i S' ture Date
signature is valid an authorization letter from the applicant is provided.)
Page 9 of 9
V
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ;Lie.
5Aie
Address: ir114. V I (.., Qd. i
5"'.4 MoT
?rit ?.. Abe /o? .IJG '.t7Yv 8
Phone: (.-? _ 370 - o s G
Project Name / Do :cription: Proximity Hotel Stream Restoration S&EC Project # 9456.D2
Date: 11.-30-06
-- -- - - - The Departnacnt r the Army
U.S. Army Corps • if Engineers, Wilmington District
P.O. Box 1590
Wilmington, NC :'8402
Attn: Monte iV;: chews
Field Office: F...: ,sigh Regional
Re: Stream Restoration Related Consulting and Permitting
To Whom It \liay :oncern:
I, the current 4.- .r ,ty owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behall:r. my agent in the processing of permit applications, to furnish upon request
supplemental in! rmation in support of applications, etc, from this day forward. The 30+1 day of
?o+re ?•,? ber ,...tots 6
This notification t persedes any previous correspondence concerning the agent for this project.
NOTICE: This.ai,thorization, for liability and professional courtesy reasons, is valid only for
government off;c"?als to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site =meeting prior to visiting the site.
,
Print Property Cf?? ner's Name U?
Property Owner's Signature
cc: Ms. Cyndi '.?Iroly
NCDENR - )WQ
2321 Cr;.btr• Boulevard
Raleiyli: ti•: 27604
cc: Ms. Jessica Regan
Soil & Environmental Consultants, PA
20051 F? 0 9
?'''ccC? ? r " L-•?
%
i Project
Location
74
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VICINITY MAP
(GUILFORD COUNTY, NC, GREENSBORO QUAD)
NOT TO SCALE
ENVIRONMENTAL DESIGN FIRM:
501L ? ENVIRONMENTAL
CONSULTANTS, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27G 14
(919) 84G-5900
PREPARED FOR:
QUAINTANCE-WEAVER HOTELS
RESTAURANTS
324 W. Wendover Avenue, Suite 320
Greensboro, NC 27408
(33G) 370-09GG
® 2006 5oil d Environmental Consultants, PA. All r hts reserved.
CONSTRUCTION DRAWINGS FOR:
PROXIMITY HOTEL
STREAM RE5TORATION
GUILFORD
CONTENTS:
I.
2.
3,
4.
5.
G.
7.
8.
9.
10.
12.
13.
14.
15.
I G.
COVER, CONTENTS, * VICINITY MAP
EXISTING SITE CONDITIONS
OVERALL PROPOSED SITE CONDITIONS ? KEY INDEX SHEET
PROPOSED CONDITIONS SHEET A
PROPOSED CONDITIONS SHEET B
PROPOSED LONGITUDINAL PROFILE
PROPOSED TYPICAL CR055-5ECTION5 ? COSTRUCTION SEQUENCE
EXISTING * PROPOSED CRO55-5ECTION5
EXISTING * PROPOSED CR055-5ECTION5 II
TYPICAL STRUCTURE DETAILS I
TYPICAL STRUCTURE DETAILS II * COIR MATTING DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS II
EROSION CONTROL DETAILS III
PLANTING SCHEDULE PLANTING DETAILS
PROPOSED EROSION SEDIMENT CONTROL PLAN
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NOTES:
PROPOSED _ SANITYARY SEWER
I . SITE DATA AS DETERMINED BY SITE FIELD SURVEY PERFORMED BY CONTOURS - LINES
CFT ENGINEERING E SURVEYING. 8
C?
2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS OF SELECT
FEATURES ARE APPROXIMATE. RESTORED PROPERTY
3. LOCATION OF PROPOSED CHANNEL 15 APPROXIMATE AND MAY BE STREAM CHANNEL LINES
ADJUSTED BY ENGINEER AT TIME OF CONSTRUCTION.
4. STRUCTURE TYPE, NUMBER, AND LOCATIONS ARE APPROXIMATE EXISTING NATIVE
AND MAY BE ADJUSTED BY ENGINEER BASED ON SITE CONDITIONS ROCK J HOOK (R)H) a MATURE TREES
AT THE TIME OF CONSTRUCTION. TO REMAIN
CROSS ROCK VANE g cal
L06 J HOOK (LJH)
(CRV)
AERIAL CROSSING
R
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100 YEAR !
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100 YEAR S n ., PROPERTY
FLOOD ZONE ?BOUNDARY?
2 \
NORTH
SCALE I" = 20'
20 I®?o2O
CONTOUR INTERVAL = 2'
PROPOSED
CHANNEL
ALIGNMENT f r \ \
PROPOSED ?,-
BANKFULL
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SEINER LINE \
WITH EASEMENT
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© 2000 Soil 4 Environmental Consultants, PA. All rights reserved.
PX I
STORMWATER OUTFALL
AT ELEV. = 7G 1.4
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PROP05ED 5

ITE CONDITIONS SHEET
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STATION BED BKF FACET STRUCTURE STRUCTURE BANKFULL
00+00.0 761.1 762.4 RIFFLE --- 0.05%
00+94.4 761.1 762.3 RIFFLE 761.2 LJH 0.05%
01+20.9 760. I 762.3 POOL --- 0.05%
01 +60.6 761.0 762.3 RIFFLE --- 0.05%
01+87.51 761.0 762.3 RIFFLE 761.1 RJH 0.05%
02+30.6 760.1 762.3 POOL --- 0.05%
02+63.9 761.0 762.2 RIFFLE - - 0.05%
........................ .
02+85.1 761.0 762.2 RIFFLE --- 0.05%
02+93.6 760.9 762.2 RIFFLE 761.1 RJH 0.05%
03+05.3 759.9 762.1 POOL --- 0.50%
03+32.9 760.7 762.0 RIFFLE --- 0.50%
03+53.2 760.6 761.9 RIFFLE 760.8 LJH 0.50%
03+71.0 759.6 761.8 POOL --- 0.50%
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STATION BED BKF FACET STRUCTURE STRUCTURE BANKFULL
04+05.0 760.4 761.6 RIFFLE --- 0.50%
04+26.2 760.3 761.5 RIFFLE 760.5 LJH 0.50%
04+36.5 759.3 761.5 POOL --- 0.50%
04+50.5 760.2 761.4 RIFFLE --- 0.50%
04+65.6 760.1 761.3 RIFFLE 760.3 KJH 0.50%
04+77.7 759.1 761.3 POOL --- 0.50%
05+01.3 759.9 761.2 RIFFLE --- 0.50%
05+22.3 759.9 761.1 RIFFLE 760,0 RJH 0.05%
05+36.0 758.9 761.1 POOL --- 0.05%
05+76.9 759.9 761.1 RIFFLE --- 0.05%
05+90.9 759.9 761.1 RIFFLE 760.0 CRV 0.05%
06+05.3 758.9 761.1 POOL - - 0.05%
06+25.4 759.8 761.1 RIFFLE --- 0.057.
CRV = CR055 ROCK VANE RJH = ROCK J-HOOK LJH = LOG J-HOOK
-Q- Proposed Thalweg =?- Proposed In-Stream Structures Proposed Bankfull
0 100 200 300 400 500 G00
o 2006 5oil b Environmental Consultants, PA. All nohts reserved.
PROPOSED LONGITUDINAL PROFILE
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0 RIFFLE CKO55-5ECTION AREA 18.71 SQUARE FEET 0 POOL CR055-SECTION AREA 24.13 SQUARE FEET
0 RIFFLE MAX DEPTH 1.45 FEET 0 POOL MAX DEPTH 2.24 FEET
0 RIFFLE MEAN DEPTH 1,25 FEET 0 POOL MEAN DEPTH 1.32 FEET
CONSTRUCTION SEQUENCE:
The following Construction Sequence applies to the construction of the Proximity Hotel Stream Restoration 8. Perform stream channel construction and floodplain grading at station 0+00 and grade
Project. adjacent to the proposed channel's location. Install rock and/or log in-stream structures
as directed by the Engineer at the time of construction. Line restored stream banks
I , Obtain NCDENR, USACE, 4 local authority approval for construction. with CF-7 matting and live stake banks a5 construction proceeds. Contractor shall not
disturb more channel length than can be restored and Stabilized in a single day.
2. Notify NCDENR (Land Quality section) ten days prior to construction.
3. Locate and mark exl5ting utilities on Site.
4. Install temporary sediment ? erosion control measures as Shown on plans, access roads, staging
area, temporary stream crossings, and temporary facilities. All installed temporary sediment and
erosion control measures will be inspected weekly or after a mayor rainfall event (> 0.5 mche5) by
the Contractor. Upon inspection, any necessary repairs will be performed by the Contractor.
5. Clear and grub in required areas for stream restoration. Contractor shall not disturb more channel
length than can be restored and stabilized in a single day. Stockpile excess fill in areas a5 directed
by Engineer. Surround stockpile areas with 2 rows of slit fence.
6. Install silt fence and gravel check dam immediately downstream of the proposed channels' terminus,
and any additional slit fencing at the Engineer's and/or Contractor's discretion.
7. Install cofferdam (Imperviou5 dike) immediately above the Start point of the channel segment to be
constructed. Install pump around operation. Install temporary splash pad at outfall if necessary
(refer to pump around operation notes on Erosion Control Details). Relocate pump around operation
as channel construction proceeds downstream.
9. Apply erosion control seeding measures to disturbed areas as final grade 15 reached.
Contractor shall stabilize all slopes outside of channel banks which are 311:1 V or
steeper with excelsior matting,
10. Remove gravel check dam, cofferdam, pump around equipment, and any other temporary
erosion control devices Installed for the purposes of construction.
1 1, Apply soil ammendment5 as needed to prepare for seeding and planting. Perform buffer
planting as specified. Engineer to be notified prior to planting observation to approve
planting bed conditions.
12. Apply permanent seeding measures. Remove temporary sediment t erosion control
measures once site 15 stabilized,
13. Coordinate for walk-thru inspection with Owner, Engineer, City, and Agency
Representatives.
PROP05ED TYPICAL CR055-5ECTION5 * CONSTRUCTION SEQUENCE
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20061860

Ile It `;° Project
Location
%
r--r?-.-
,(? + l11flf
VICINITY MAP
(GUILFORD COUNTY, NC, GREEN560RO QUAD)
NOT TO SCALE
ENVIRONMENTAL DE51GN FIRM:
501L ? ENVIRONMENTAL
CON5ULTANT5, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27G 14
(919) 84G-5900
PREPARED FOR:
QUAINTANCE-WEAVER HOTEL5 4?
RE5TAURANT5
324 W Wendoyer Avenue, Su i to 320
Greensboro, NC 27408
(33G) 370-09GG
o 2009 5od d Enoronmental Consultants, PA. All nghts reserved.
CONSTRUCTION DRAWINGS FOR:
PROXIMITY HOTEL
STREAM RESTORATION
GUILFORD COUNTY, NC
CONTENTS:
DEC 4 2006
COVER, CONTENT5, * VICINITY MAP
2. EXISTING 51TE CONDITION5 Ne'nRal TEa
3. OVERALL PROPOSED 51TE CONDITIONS KEY INDEX 5HEET
4. PROPOSED CONDITIONS 5HEET A
5. PROPOSED CONDITIONS SHEET B
G. PROP05ED LONGITUDINAL PROFILE
7. PROP05ED TYPICAL CR055-5ECTIONS COSTRUCTION 5EQUENCE
8. EXISTING * PROPOSED CR055-5ECTION51
9. EXISTING * PROPOSED CR055-5ECTION5 II
10. TYPICAL STRUCTURE DETAILS
1 1. TYPICAL STRUCTURE DETAILS II * COIR MATTING DETAILS
12. EROSION CONTROL DETAILS 1
13. EROSION CONTROL DETAILS 11
14. EROSION CONTROL DETAILS III
15. PLANTING SCHEDULE PLANTING DETAILS
G. PROPOSED ER0510N 5EDIMENT CONTROL PLAN
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ROPOSED SITE CONDITIONS * KEY INDEX SHEET

EXISTING DOX CULVERTS
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NOTES: PROPOSED SANITYARY SEWER

1. 511E DATA AS DETERMINED BY SITE FIELD SURVEY PERFOPJ BY
.I ED
17
CONTOURS F-1
LINES
CPT ENGINEERING S SURVEYING. f
2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS OF SELECT
FEATURES ARE APPROXIMATE.
RESTORED
TM"
PROPERTY
STREAM CHANNEL LINES
3. LOCATION OF PROPOSED CHANNEL IS APPROXIMATE AND MAY BE
ADJUSTED BY ENGINEER AT TIME OF CONSTRUCTION.
4. STRUCTURE TYPE, NUMBER, AND LOCATIONS ARE APPROXIMATE
ROCK J-HOOK (RJH)
; EXISTING NATIVE
MATURE TREES

\ AND MAY BE ADJUSTED BY ENGINEER BASED ON SITE CONDITIONS
AT THE TIME OF CONSTRUCTION. TO REMAIN
?\
MIN

PROPOSED
CHANNEL \
ALIGNMENT
PROPOSED
DANKFULL
1\?f
\1
T
NORTH
SCALE I " = 20'
20 10 0 20
CONTOUR INTERVAL = 2'
o 2000 Soil 3 Environmental Consultants, PA. All nohts reserved.

\ f.

5E'NER LINE
WITH EASEMENT
X5 I?

?l
AERIAL SEWER
CROSSING

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PROP05ED 51TE CONDITIONS SHEET A
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(CKV)
100 YEAR
FLOODWAY
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PLOOD ZONE BOUNDARY

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5TATION BED BKF FACET 5TRUCTURE 5TRUCTURE BANKFULL
00+00.0 761.1 762.4 RIFFLE --- 0.05%
00+94.4 7G1.1 762.3 RIFFLE 761.2 LJH 0.05%
01+20.9 760. I 762.3 POOL --- 0.05%
01 +60.6 761.0 762.3 RIFFLE --- 0.05%
01+87.5 761.0 762.3 RIFFLE 761.1 RJH 0.05%
02+30.6 760.1 762.3 POOL --- 0.05%
02+63.9 761.0 762.2 RIFFLE --- 0.05%
02+85.1 761.0 762.2 RIFFLE --- 0.05%
02+93.6 760.9 762.2 RIFFLE 761.1 KJH 0.05%
03+05.3 759.9 762.1 POOL --- 0.50%
03+32.9 760.7 762.0 RIFFLE --- 0.50%
03+53.2 760.6 761.9 RIFFLE 760.8 LJH 0.50%
03+71.0 759.6 761.8 POOL --- 0.50%
CRV = CR055 ROCK VANE
7G5
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755
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STATION BED BKF FACET STRUCTURE 5TRUCTURE BANKFULL
04+05.0 760.4 761.6 RIFFLE --- 0.50%
04+26.2 760.3 761.5 RIFFLE 760.5 LJH 0.50%
04+36.5 759.3 761.5 POOL --- 0.50%
04+50.5 760.2 761.4 RIFFLE --- 0.50%
04+65.6 760.1 761.3 RIFFLE 760.3 KJH 0.50%
04+77.7 759.1 761.3 POOL --- 0.50%
05+01.3 759.9 761.2 RIFFLE --- 0.50%
05+22.3 759.9 761.1 RIFFLE 760.0 RJH 0.05%
05+36.0 758.9 761.1 POOL --- 0.05%
05+76.9 759.9 761.1 RIFFLE --- 0.05%
05+90.9 759.9 761.1 RIFFLE 760.0 CRV 0.05%
06+05.3 758.9 761.1 POOL -- 0.05%
06+25.4 759.8 761.1 RIFFLE --- 0.05%
RJH = ROCK J-HOOK
LJH = LOG J-HOOK
0 100 200 300 400 500 G00
-o- Proposed ThaIweg - Propo5ed In-Stream Structures Prop05ed Bankfull
j o 2006 5oil b Environmental Consultants, PA. All rights reserved.
PROP05ED LONGITUDINAL PROFILE
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C4 STREAM TYPE TYPICAL RIFFLE CROSS-SECTION

15,00'
BKF
1,45'
0 BANKFULL CHANNEL WIDTH 15.00 FEET
0 RIFFLE CROSS-SECTION AREA 18,71 SQUARE FEET
0 RIFFLE MAX DEPTH 1.45 FEET
0 RIFFLE MEAN DEPTH 1,25 FEET
TYPICAL POOL CR055-5ECTION
18, 28'
f3?
2,24'
0 BANKFULL CHANNEL WIDTH 18.28 FEET
0 POOL CROSS-SECTION AREA 24.13 SQUARE FEET
0 POOL MAX DEPTH 2.24 FEET
0 POOL MEAN DEPTH 1.32 FEET
CONSTRUCTION SEQUENCE:
The following Construction Sequence applies to the construction of the Proximity Hotel Stream Restoration 8. Perform stream channel construction and floodplain grading at station 0+00 and grade
Project, adjacent to the proposed channel's location. Install rock and/or log in-stream structures
015 directed by the Engineer at the time of con5tructlon, Line restored stream banks
I . Obtain NCDENR, USACE, t- local authority approval for con5tructlon. with CF-7 matting and live stake banks a5 con5tructlon proceeds. Contractor shall not
disturb more channel length than can be restored and stabilized in a Single day.
2. Notify NCDENR (Land Quality Section) ten days prior to construction.
9. Apply erosion control seeding measures to disturbed areas 015 final grade 15 reached
3. Locate and mark exi5ting utilities on Site. Contractor Shall 5tabllize all Slopes outside of channel banks which are 3H:1 V or
steeper with exce151or matting.
4. Install temporary Sediment ?- erosion control measures as shown on plans, access roads, staging
area, temporary stream =551ng5, and temporary facilities. All m5talled temporary 5edlment and 10. Remove gravel check dam, cofferdam, pump around equipment, and any other temporary
erosion control measures will be inspected weekly or after a mayor rainfall event (> 0.5 inches) by er051on control deVlceS m5talled for the purposes of construction.
the Contractor. Upon inspection, any necessary repairs will be performed by the Contractor.
5. Clear and grub in required areas for stream restoration. Contractor shall not d15turb more channel
length than can be restored and stabilized in a single day. Stockpile excess fill in areas as directed
by Engineer. Surround stockpile areas with 2 rows of SIIt fence.
I I . Apply soil ammendment5 as needed to prepare for seeding and planting. Perform buffer
planting a5 Specified. Engineer to be notified prior to planting observation to approve
planting bed conditions.
12, Apply permanent seeding measures. Remove temporary sediment ? erosion control
6. Install silt fence and gravel check dam immediately downstream of the proposed channels' terminus, measures once site 15 Stabilized.
and any additional Silt fencing at the Engineer's and/or Contractor's discretion.
13. Coordinate for walk-thru mspectlon with Owner, Engineer, City, and Agency
7. Install cofferdam (impervious dike) immediately above the start point of the channel segment to be Representatives.
constructed. Install pump around operation. Install temporary Splash pad at outfall if necessary
(refer to pump around operation notes on Erosion Control Deta115). Relocate pump around operation
a5 channel construction proceeds downstream,
© 2006 5od d Enwonmental
PROP05ED TYPICAL CR055-5ECTION5 * CONSTRUCTION SEQUENCE
PA. All rights reserved.
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XS I (Riffle)

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XS 2 (Pool)

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EXI5TING * FROP05ED CRO55-5ECTION5 II
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BANKFULL STAGE
FLOW-
FOOTER1
ROCK5
PROFILE
ANE ARM
`ANCHOR LOG
?5COUR POOL
RIGHT BANK
FOOTER J
ROCKS
UP, POOL
:AVATION
AREA
GEOTEXTILE FABRIC
0°-30°
ANE ARM
&-?ANCHOR LOG
11%, PLAN LEFT BANK
LOG J-HOOK DETAIL
(NOT TO SCALE)
1/313UWIDTH 1/3 5KF WIDTH
LA55 "A' or S57
D GGRPGATE STONE
20°-30 --: .?, . 1
c ?
J?
i?
! FOOTS
ROCK`.
PLAN
;K STEP
UP POOL
FABRIC
rKUrlLE
J-HOOK WITH STEP-POOL DETAIL
(NOT TO SCALE)
o 2006 Sod b EmAronmental Consultants, PA.
TYPICAL STRUCTURE DETAILS
aNKYULL SIAGt
SCOUR POOL
NOTE:
J-HOOK MAY BE CONSTRUCTED WITH OR
WITHOUT STEP DEPENDING ON SITE CONDITIONS.
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VGRA6VIfL
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,., EXTILE FABRIC
CROSS SECTION
COIR MATTING
BASE FLOW
WATER ELEVATIONI I I-
IIIII- Ix
-III-III-I -7-1 _1 F '
LI 1- 1 11
PROFILE VIEW
BANKFULL BENCH
?1t III=
VIII
I 112" ECO-5TAKEO
?- 24" ECC-5TAKEO
• TRENCHED TOP OF MATTING TO A
DEPTH OF AT LEAST 12", STAKE
OR STAPLE IN PLACE, t BACKFILL
TO DE51GN GRADE
• MINIMUM 24" ECO-STAKES-
INSTALLED ALONG TOE CF MATTING
(Intercept between water surface and bank)
RIGHT BANK LEFT BANK
x(113) -BKF WIDTH LA55 "A" OR "15"
I I AGGREGATE STONE
20 -30° 20 -30°
r±GEOTEXTILE FABRIC
w- KOOK STEP ?
JI SCOUR
I POOL
PLAN
7
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STREAM CHANNEL BED '
12" ECO-5TAKEO GEOTEXTILE FABRIC
24" ECO- 5TAKEO PRONT VIEW
FOOTER
ROCK5
• MINIMUM 2' CENTERS ALONG BOTTOM • 12" ECO-5TAKF50INSTALLED IN BANK PROFILE
• MINIMUM I' OVERLAP AT JOINING FLUSH WITH COIR MATTING ABOVE
SECTIONS OF COIR MATTING BOTTOM ROW OF 24" ECO-5TAKE50
• ECO-5TAKP50 SPACED AT
MAXIMUM 3' CENTERS (APPROX.)
COIR MATTING DETAIL
(NOT TO SCALE)
BANKFULL STAGE
STEP
POOL
CRO55 ROCK VANE WITH STEP-POOL DETAIL
(NOT TO SCALE)
NOTE:
CP055 VANE MAY BE CON5TRUCTED WITH OR
WITHOUT STEP DEPENDING ON SITE CONDITION5.
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TYPICAL 5TRUCTURE DETAILS II * C01R MATTING DETAIL5
o 2000 5od t EmNronmental Con5ultant5, PA.
SPECIAL STILLING BA51N
EXISTING GROUND
FILTER FABRIC f-15-20 FT-?
FOR DRAINAGE
(NON-WOVEN)
SPECIAL STILLING DASIN
(NOT TO SCALE)
SANDBAGISTONE-?,,, BASEFLOW
WORKING
AREA
FILTER FABRIC FOR DRAINAGE IMPERVIOUS SHEET
(NON-WOVEN)
IMPERVIOUS COFFERDAM
(NOT TO SCALE)
See Cofferdam Detail for Specific Construction Requirements
of Temporary Cofferdam
TEMPORARY SPLASH PA FO
(SEE DETAIL, LOCATE 1
AS DIRECTED AT THE
TIME OF CONSTRUCTION)
GRAVEL CHECK
DAM AT CHANNEL
TERMINUS
TEMPORARY PIPING)
PUMP AROUND PUMP
SPECIAL STILLING BASIN
(AS DIRECTED AT THE
f TIME OF CONSTRUCTION)
NG PUMP
TEMPORA Y
_ FLEXIBLE
HOSE
EXISTING WORKING
CHANNEL AREA
IMPERVIOUS
COFFERDAM
(LOCATE AS
DIRECTED AT
THE TIME OF
CONSTRUCTION)
NOTES:
I . EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS COFFERDAMS SHOULD BE USED TO ISOLATE WORK AREAS
FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN
ONE WORKING DAY.
4. PUMP AROUND SHOULD BE ABLE TO CONVEY MINIMUM OF I CFS PER Mlz OF
DRAINAGE AREA TO SITE UNLESS OTHERWISE STATED IN SPECIFICATIONS.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
I . INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK 517E TO THE
SPECIAL STILLLING BASIN.
3. INSTALL UPSTREAM IMPERVIOUS COFFERDAM AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVER3ICN.
4. INSTALL THE DOWNSTREAM IMPERVIOUS COFFERDAM AND PUMPING APPARATUS IF
NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS
PURPOSE SHALL BE OF SUFFICIENT 51ZE TO DEWATER THE WORK AREA. TH15 WATER
WILL AL50 FLOW INTO A SPECIAL STILLING BASIN.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH
THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
G. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND DEWATER BEFORE
REMOVAL OF THE IMPERVIOUS COFFERDAM. REMOVE IMPERVIOUS COFFERDAMS,
PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE DOWNSTREAM
COFFERDAM FIRST.
7. ONCE THE WORKING AREA 15 COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE
DISTURBED AREAS AS SHOWN ON PLANS.
TYPICAL PUMP AROUND OPERATION
(NOT TO SCALE)
General
Areas where no 5ub5tantial or 5igmficart progress 15 made for
more than 15 days should be temporarily seeded a5
follows. All areas should be seeded, mulched, and tacked.
Incidental grading shall not constitute Substantial or 5igmficant
progress in construction activity. Seeding and mulching shall
be done immediately following construct on. All disturbed
areas 5ha!I be dressed to a depth of 8 mche5. The top
3 mche5 shall be pulverized to provide a uniform seedbed.
c 2006 Soil 4 Environmental Consultants, PA.
TEMPORARY SEEDING SPECIFICATIONS
Seeding Mulch
Mulching shall consist of small gram straw applied at a rate
Seeding Dates Seeding 5peae5 Rate (Ib5/acre) of 70 Ib5.I 1000 5q.ft. Mulched areas shall be mechanically
May I - Aug. 15 German Millet 10 tacked in place (or other approved tacking method).
Aug. 15 - May I Rye (gram) 30 No asphalt shall be used for tacking. USeilute. excelsior
matting or Similar material to cover exposed areas of
concentrated flow.
Maintenance
Inspect and repair mulch frequently. Refertilize and reseed a5
required to maintain vigorous temporary vegetative cover
during construction.
ER0510N CONTROL DETAI L5
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FOR STABILIZATION.
!AP
5ECTION VIED/ NOTE5:
HEIGHT t WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
CLA55 B RIP RAP PAD
P MIN. THICFJ11!55 IB'
PROFILE VIEW PROFILE VIEW
NDN ?D'?DI
GEO'. LttILE FADI;C
5ECTION VIEW
TEMPORARY CHECK DAM IMPERVIOU5 COFFERDAM TEMPORARY SPLASH PAD DETAIL
(NOT TO SCALE) (NOT TO SCALE) (NOT TO 5CALE)
Min. 10 Gauge
Line Wires
.1 11
Min. 12-112 Gauge
Intermediate Wires
0
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Q
Steel Post
-Woven Wire Fabric
Silt fence fabric
i
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NO. I1
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Ia
CLA55 B RIP PAP PAD
MIN. THICI.Ne55 15'
OP
ABAG
TIR0 5E U5ED ADEN D:SCHARGC PIPE
FROM PUMP
N?\\ \G' Min. Corer
Over er Skirt
Anchor Skirt as
Directed by Eng ireerl
51DE VIEW Designer
FRONT VIEW
STANDARD TEMPOFAKY 51LT FENCE DETAIL
(NOT TO SCALE)
v
® 2000 Sod t Enmronmental Consultants, PA.

3' BOTH 3' BOTH EROSION CONTROL
DIRECTIONS MATTING, ANCHOR
DIRECTIONS TRENCH AT BOTH
TOP AND BOTTOM EDGES
WIRE 5TAPLE5 --i ` %v
WIRE STAPLE DETAIL ER0510N CONTROL MATTING ANCHORING DETAIL
NOT TO SCALE NOT TO SCALE
ER0510N CONTROL DETAILS II
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EROSION CONTROL
MATTING
NOTES:
SURFACE FLOW
DIVERSION
EXISTING
5TREAMBANK
I . PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION
ENTRANCE 15 USED.
2. IF CONSTRUCTION ON THE 51TE 15 SUCH THAT THE MUD 15 NOT REMOVED BY THE
VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE
WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEDR15 ON THE PUBLIC ROAD, THE
GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON A5 INDICATED ON THE FINANCIAL RESPONSIBILITY FORM.
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CR055 SECTION VIEW EXISTING F NECESSARYTO
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CLA55 B RIP RAP NOTES: FABRIC UNDER STONE
NON-WOVEN GEOTEXTILE A
1. CLA55 B RIP RAP -
MINIMUM DEPTH OF 24"
ISOMETRIC VIEW
TEMPORARY 5TREAM CROSSING
(NOT TO SCALE)
?j o 20OG 5od It Enmronmental Consultants, PA.
2. UNDERCUTFOR5TONE
PLACEMENT
CR055-5ECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
(NOT TO SCALE)
EK0510N CONTROL DETAILS III
CROWN OF ROOT BALL SHALL BE
SET 5UGHTLY ABOVE GRADE.
MULCH: (3") AVG. THICKNESS5
PRFPARED ADMIXTURE
BACKFILL OR NATIVE 501L
TAMPED ADMIXTURE BACKFILL
DECIDUOUS TREE PLANTING - CONTAINERIZED
(NOT TO SCALE)
TIES
TREE SHELTER
VJ! BASE APPROX.
WOODEN 5TAKE 1" INTO GROUND
TREE SHELTER DETAIL
(NOT TO SCALE)
BASE FLOW
WATER ELEVATION
PROFILE VIEW
(NOT TO SCALE)
TREE TAPE ((3) AVOID TIGHT TAPING
A5 IT PREVENf5 NATURAL SWAY
CROWN OF ROOT BALL SHALL BE
SET SLIGHTLY ABOVE GRADE.
MULCH: (3") AVG. THICKNESS
-5TAKE5(3)
WIRE OR ROPES AT TOP OF BALL SHALL BE CUT.
REMOVE TOP 1)3 OF BURLAP.
PREPARED ADMIXTURE BACKFILL OR NATIVE SOIL
TAMPED ACMIXTURE BACKFILL
DECIDUOUS TREE PLANTING - BALL t BURLAP
(NOT TO SCALE)
m
TOTALLY REMOVED.
GENTLY COMPACTED
TOPSOIL MIXTURE
TAMPED ADMIXTURE
SHRUB PLANTING - CONTAINERIZED
BANKFULL BENCH
-III-III
I EI 11
ANGLE-CUT END
• LIVE 5TAKE5 INSTALLED IN BANK
WITH DEAD-BLOW HAMMER
• 415 OF STAKE IN GROUND
• BUD5 ORIENTED UPWARDS
• 3' CENTERS (APPROX.)
• CUT EXPOSED END OF LIVE 5TAKE
AFTER INSTALLATION IF DAMAGED
DUE TO INSTALLATION
(I.e. damaged bark, split ends, etc.)
LIVE STAKE PLANTING DETAIL
(NOT TO SCALE)
o 2000 5011 E Environmental
I, OVERALL TREEI5HRUB DENSITY IN BUFFER TO REMAIN NOT
LESS THAN 680 5TEM5/ACRE. BALL C BURLAP AND
CONTAINER TREES AND SHRUBS U5TED WILL BE
SUPPLEMENTED WITH BARE ROOTS OF THE SAME SPECIES
TO MEET THI5 DENSITY. AREAS WITHIN THE BUfFER THAT
COINCIDE WITH THE EXISTING SEWER EASEMENT WILL NOT
BE PLANTED WITH WOODY SPECIES.
TREES - BALL * BURLAP - 10 FT. SPACING
CANOPY TREES UNDER5TORY TREE5
SPECIES COMMON NAME TOTAL # SPECIES COMMON NAME TOTAL #
Betula mgra River Birch 5 Comus Honda Flowering Dogwood 5
Prunus serohna Black Cherry 5 tialesra tetraptera 51lverbell 5
Quercus mrchauxii Swamp Chestnut Oak 5 Ilex cpaca American Holly 5
Quercus pagoda Cherrybark Oak 5 Magnolia v.rgmrana Sweetbay 5
Quercus phellos Willow Oak 5 Oxydendrum orboreum 5ourwood 5
SHRUBS - 6 FT. SPACING
SPECIES COMMON NAME TOTAL # 512E REMARKS
Aesculus sylvahca Painted Buckeye 25 1 gallon container Throughout buffer
Colffcarpa omencana Beautyberry 25 1 gallon container Throughout buffer
Euonymu5 amencsnus Heart5-a-bu5tm' 25 1 gallon container Throughout buffer
Viburnum nudum P055umhaw 25 1 gallon container Throughout buffer
Physocarpus opuhfohu5 Nmebark 25 1 gallon container Throughout buffer
Rhododendron
encl menoides
Wild Azalea
25
gallon container
Throughout buffer
HERBACEOUS - 3 FT. SPACING
SPECIES COMMON NAME TOTAL # 51ZE REMARKS
Ins wrgrnrca Blue flag 30 Plug Throughout stormwater outfall areas
Pontedena cordata Pickerelweed 30 Plug Throughout stormwater outfall areas
5aururus cemuus Lizard'5 Tad 30 Plug Throughout stormwater outfall areas
Lcbeha cardmahs Cardinal flower 30 Plug Throughout stormwater outfall areas
H1b15CU5 moscheutos Marsh Htbi5cu5 30 Plug Throughout stormwater outfall areas
RhynChospora colcrata White Top Sedge 30 Plug Throughout stormwater outfall areas
Asdepias mcornata Swamp Milkweed 30 Plug Throughout stormwater outfall areas
LIVE STAKES - 3 FT. SPACING
SPECIES COMMON NAME TOTAL # SIZE REMARKS
Cepholonthus ocadentoh5 Buttonbu5h 250 Live Stake Along streambanks
Cornus amcmum Silky Dogwood 250 Live Stake Along 5treambank5
3ambucu5 canadensrs Elderberry 250 Live Stake Along streambanks
Saltx carohmana Carolina Willow 50 Live Stake Along 5treambank5
5ahx mgra Black Willow 30 Live Stake Along streambanks
2. ALL AREAS TO BE STABILIZED WITH PERMANENT PJPAPJAN
BUFFER SEED MIX.
PA. PLANTING SCHEDULE * PLANTING DETAILS
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BARE-ROOT 5EEDLING
PLANTING DETAIL
(NOT TO SCALE)
NOTES:
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SPECIAL STILLING BASIN
I . EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS COFFERDAMS SHOULD BE USED TO ISOLATE WORK AREAS
EXISTING GROUND- FROM STREAM FLOW,
\ 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN
77
FILTER FABRIC l 15-20 FT
F W SPECIAL STILLING BASIN
(AS D
4 ONE WORKING DAY.
MINIMUM
AROUND
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f TIME STR ED N
DRAINAGE
AREA TO 51TEE UN E55 OTTHERRWI E
SPEC FFCAT 0 S
(NON-WOVEN) (SEE DETAIL, LOCATE 1 SE QUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
AS DIRECTED AT THE
SPECIAL STILLING BASIN TIME OF CONSTRUCTION) DEWATERING PUMP
ll I , INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED
(NOT TO SCALE) 'A PROJECT WORKING AREA.
GRAVEL CHECK 2. THE CONTRACTOR W1LL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
DAM AT CHANNEL TEMP0 A Y PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK SITE TO THE
TERMINUS FLEXIBLE SPECIAL STILLLING BASIN,
HOSE 3. INSTALL UPSTREAM IMPERVIOUS COFFERDAM AND BEGIN PUMPING OPERATIONS FOR
EXISTING WORKING STREAM DIVERSION.
CHANNEL AREA 4. INSTALL THE DOWN5TREAM IMPERVIOUS COFFERDAM AND PUMPING APPARATUS IF
5ANDBAGI5T0NE? BASEFLOW NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND ROSE FOR TH15
PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER
WORKING TEMPORARY PIPING WALL AL-90 FLOW INTO A SPECIAL STILLING BASIN.
AREA 5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH
THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
/ G. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND DEWATER BEFORE
FILTER FABRIC FOR DRAINAGE IMPERVIOUS SHEET IMPERVIOUS REMOVAL OF THE IMPERVIOUS COFFERDAM. REMOVE IMPERVIOUS COFFERDAMS,
PIPING STARTING WITH THE DOWNSTREAM
BLE HOS
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(NON-WOVEN) COFFERDAM XI
U
PUMPS, AND TEMPORA
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PUMP AROUND PUMP1 (LOCATE AS
7. COFFERDAM FIRST.
ONCE THE WORKING AREA 15 COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE
IMPERVIOUS COFFERDAM DIRECTED AT DISTURBED AREAS AS SHOWN ON PLANS.
THE TIME OF
PL W
(NOT TO SCALE) CONSTRUCTION)
See Cofferdam Detail for Specific Construction Requirements
of Temporary Cofferdam
TYPICAL PUMP AROUND OPERATION
(NOT TO SCALE)
TEMPORARY SEEDING SPECIFICATIONS
General Seeding
Areas where no substantial or sigrnficant progress 15 made for
more than 15 days should be temporarily seeded as Seeding Dates Seeding Speues Rate (Ibslacre)
follows. All areas should be seeded, mulched, and tacked. May I -Aug. 5 German Millet 0
Incidental grading shall not constitute substantial or significant Aug. 15 - May I Rye (gram) 30
progress in construction activity. Seeding and mulching shall
be done immediately following construct on. All d sturbed
areas shall be dressed to a depth of 8 inches. The top
3 niches shall be pulverized to provide a uniform seedbed.
Mulch
Mulching shall consist of small gram straw applied at a rate
of 70 Ibs./ 1000 5q.ft. Mulched areas sha!I be mechanically
tacked in place (or other approved tacking method).
No asphalt shall be used for tacking. Use lute, excelsior
matting or s!milar material to cover exposed areas of
concentrated flow.
Maintenance
Inspect and repair mulch frequently. Refertilize and reseed as
required to maintain vigorous temporary vegetative cover
during construct on.
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TOP FLEVA70N OF BAWLCW
1._
057 N'A5n[D
'log 5TONE
DL57ING 5LOPE
NOTE5: CIA-55 i RP
HEIGHT 4- WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
5EDIMENT5TORAGEREQUIRED. SECTION VIEW
KEY RIP RAP INTO THE DAM
FOR STABILIZATION,
TEMPORARY CHECK DAM
(NOT TO SCALE)
Min. 10 Gauge
Line WIre5
AP
0.5'-.'
FILTER FABRIC
TOP rLEVATION OF BA5MON
CW5I PJP-RAP
IX STING 5LLOK
SECTION VIEW
TAFl ...___ CCN"A=
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FILTER FAORC
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NOTES:
HEIGHT $ WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
--4, I...-?r
PROFILE VIEW
11) PoP RAP
057 N'A511ED 5TOtt
IMPERVIOUS COFFERDAM
(NOT TO SCALE)
5teel P05t
Min. 12-112 Gauge Woven Wire fabric
o, Intermediate Wires 5dt fence Fabric Max, 4 N
v Grade
/\ \ G' Min. Cover
/ Over 5klrt
Anchor Skirt a5
Directed by Engineer{
SIDE VIEW Designer
FRONT VIEW
STANDARD TEMPORARY SILT FENCE DETAIL
(NOT TO SCALE)
c 2000 5od It Environmental Consultants, PA.
NO. I I
GAUGE STEEL
EROSION CONTROL
MATTING
(NOT TO SCALE)
3' BOTH 3'BOTH EROSION CONTROL
DIRECTIONS DIRECTION5 MATTING, ANCHOR,
FIN TRENCH AT BOTH
TOP AND BOTTOM EDGE5
WIRE 5TAPLE5--- / "' - ww
WIRE STAPLE DETAIL EROSION CONTROL MATTING ANCHORING DETAIL
NOT TO SCALE NOT TO SCALE
ER0510N CONTROL DETAILS II
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OPTIONAL eLTFR BAG
(TO Be U5rD IF D15CHARGE t5
IACEN WRH 5[CIM[?T)
DbCHARG[ PK
'0M PUMP
Cu55 B RI.F PAP PAD
MIN. THICRNE55 15'
NONWOVEN
GEOTEXTILE (ABR1C
SECTION VIEW
TEMPORARY SPLASH PAD DETAIL
PROFILE VIEW
SURFACE FLOW
DIVERSION
EXISTING
5TREAMBANK
dl

CLA55 B RIP RAP
SO' LENGTO
? W ' Ida
CROSS-SECTION VIEW
EXISTING
STREAM CHANNEL
GEOTEXTILE
" d I i 1 d. ?I SURFACE FLOW
DIVERSION
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CLA55 B RIP RAP
NON-WOVEN GEOTEXTILE
ISOMETRIC VIEW
TEMPORARY STREAM CROSSING
(NOT TO SCALE)
NOTES:
1. CIA55 B RIP RAP -
MINIMUM DEPTH OF 24'
2. UNDERCUT FOR STONE
PLACEMENT

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;
2. IF CONSTRUCTION ON THE SITE 15 SUCH THAT THE MUD 15 NOT REMOVED BY THE w 0
VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE P Q o
WASHED BEFORE ENTERING THE PUBLIC ROAD. 0 co 0
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON THE PUBLIC ROAD, THE o
GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY x 2 U
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EXISTING ' :` `, '• ' • `. ACCOMODATE TWO-WAY t .
ROADWAY TRAFFIC.

2"-3" 5TCNE TO BE USED
(SURGE STONE OR RAILROAD ij
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NEW CONSTRUCTION
EX15TING 35' MIN. 15' MIN.
ROADWAY ? a
G" MIN. 12"MIN. Q o
FABRIC UNDER STONE
•
CROSS-SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
(NOT TO SCALE) III
® 2006 Sod t Environmental Consultants PA. ?O 510N CONTROL D ETA I LS
N OF ROOT BALL SHALL BE
LIGHTLY ABOVE GRADE.
.CH: (3") AVG. THICKNESS
PREPARED ADMIXTURE
13ACKFILL OR NATIVE 501L
TAMPED ADMIXTURE 13ACKFILL
DECIDUOUS TREE PLANTING - CONTAINERIZED
(NOT TO SCALE)
TIES
TREE SHELTER
Wt BASE APPROX.
WOODEN 5TAKE PINTO GROUND
TREE 511ELTER DETAIL
(NOT TO SCALE)
BASE FLOW
WATER ELEVATION ?. r
III?II?IIIIII?II? I
PROFILE VIEW
I_ III=
III?III
ANGLE-CUT END
• LIVE STAKES INSTALLED IN BANK
WITH DEAD-BLOW HAMMER
• 415 OF STAKE IN GROUND
BUDS ORIENTED UPWARDS
• 3' CENTERS (APPROX.)
• CUT EXPOSED END OF LIVE 5TAKE
AFTER INSTALLATION IF DAMAGED
DUE TO INSTALLATION
(i.e. damaged bark, 5pl t ends, etc.)
LIVE STAKE PLANTING DETAIL
(NOT TO SCALE)
4?e 2000 5od t Environmental
MULCH 80mm (3")
AVG. THICKNESS,
;ENTLY COMPACTED
OPSOIL MIXTURE
AMPED ADMIXTURE
5HRU6 PLANTING - CONTAINERIZED
(NOT TO 5CALE)
TREE TAPE (3) AVOID TIGHT TAPING
AS IT PREVEEV5 NATURAL SWAY
CROWN OF ROOT BALL SHALL BE
MULCH: (3") AVG. THICKNESS
-STAKES (3)
WRE OR ROPE5 AT TOP OF BALL SHALL BE CUT.
REMOVE TOP 1)3 OF BURLAP.
PREPARED ADMIXTURE 13ACKFILL OR NATIVE SOIL
TAMPED ACMIXTURE BACKFILL
DECIDUOUS TREE PLANTING - BALL $ BURLAP
(NOT TO SCALE)
BANKFULL BENCH
2 3
Open planting Place bare-root Close hole with
hole with 5eedlmg in hole - Shovel or Auger-
Shovel or Auger root collar at no air space
surface around roots
NOTE5:
I . OVERALL TP.EErSHRUB DENSITY IN BUFFER TO REMAIN NOT
LE55 THAN G80 STEMS/ACRE. BALL E BURLAP AND
CONTAINERTREE5 AND 5HRUB5 LISTED WILL BE
5UPPLEMENTED WITH BARE ROOTS OF THE SAME SPECIES
TO MEET THI5 DENSITY. AREAS WITHIN THE BUFFER THAT
COINCIDE WITH THE EXISTING SEWER EASEMENT WILL NOT
BE PLANTED WITH WOODY SPECIES.
TREES - BALL * BURLAP - 10 IT. SPACING
CANOPY TREE5 UNDERSTORY TREES
SPECIES COMMON NAME TOTAL # SPECIES COMMON NAME TOTAL #
Betula nrgra River Birch 5 Cornus florida Plowermg Dogwood 5
Prunus serotma Black Cherry 5 Halesla tetraptera Sdverbell 5
Quercus mlchauxo Swamp Chestnut Oak 5 flex opaca Amencan Holly 5
Quercus pagoda Cherrybark Oak 5 Magnoha wrgrnono Sweetbay 5
r77?QuercU5 phellos Willow Oak 5 Oxydendrum orboreum Sourwood 5
5HRUB5 - G FT. SPACING
SPECIES COMMON NAME TOTAL # SIZE REMARKS
Ae5culu5 5ylvabca Painted Buckeye 25 1 gallon container Throughout buffer
Cofhcarpa amerrcana Beautyberry 25 1 gallon container Throughout buffer
Euonymus amerrconus Heart5-a-bu5tm' 25 1 gallon container Throughout buffer
Vibumum nudum Po55umhaw 25 1 gallon container Throughout buffer
PhySocorpu5 opuhfohu5 Ninebark 25 1 gallon container Throughout buffer
Rhododendron
e rcl enoides
Wild Azalea
25
1 gallon container
Throughout buffer
HERBACEOU5 - 3 M SPACING
SPECIES COMMON NAME TOTAL # SIZE REMARKS
!n5 virgrmca Blue Flag 30 Plug Throughout 5tormwater oAfall areas
Pontedena cordsta Pickerelweed 30 Plug Throughout 5tormwater outfall areas
53ururus cemuu5 Ltzard'5 Tad 30 Plug Throughout 5tormwater outfall areas
Lobeha cardmah5 Cardinal flower 30 PIUg Throughout 5tormwater outfall areas
H4715cu5 moscheuto5 Mar5h Hibi5cu5 30 Plug Throughout 5tormwater outfall areas
Rhyncho5pora colcrata White Top Sedge 30 Plug Throughout etormwater outfall areas
A5cfeplas mcarnata Swamp Milkweed 30 Plug Throughout etormwater outfall areas
LIVE 5TAKE5 - 3 IT. SPACING
SPECIES COMMON NAME TOTAL # SIZE REMARKS
Ceph2lanthu5 occldentahs Buttonbu5h 250 Live Stake Along 5treambank5
Cornus amomum Silky Dogwood 250 Live Stake Along 5treambanks
Sam6ucus canaden5i5 Elderberry 250 Live Stake Along 5treambank5
5afix carohnrana Carolina Willow 50 Live Stake Along streambanks
Sahx nrgra Black Willow 30 Live Stake Along 5treambank5
2, ALL AREAS TO BE STABIUZED WITH PERMANENT RIPAR)AN
BUFFER SEED MIX.
PA. PLANTING 5CH EDU LE * PLANTING DETAI L5
z a lD
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BARE-ROOT SEEDLING
PLANTING DETAIL
(NOT TO SCALE)
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DRAWINGS PRINTED
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0
i LIMIT OF DISTURBANCE
1z' 1"
LIMITS OF TEMPORARY
PUMP AROUND
OPERATION # I
(LOCATION APPROX.) X5
ROCK CONSTRUCTION ENTRANCE
z
Z TEMPORARY 51LT FENCE X5 3
GRAVEL CHECK DAM (GCD)
( (? IMPERVIOUS COFFERDAM (ICD)
v ? LIMITS OF TEMPORARY
PUMP_
AROUND
ON ION # 2
rn ® TEMPORARY STILLING BASIN (DIRT BAG) OPERATTI
# 2
(LOCATION APPROX.)
TEMPORARY STREAM CROSSING
r--n NOTES: F
z 1. SITE DATA AS DETERMINED BY SITE FIELD SURVEY PERFORMED BY X5 5
CPT ENGINEERING L SURVEYING.
2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS OF SELECT
FEATURES ARE APPROXIMATE.
O 3. LOCATION OF PROPOSED CHANNELS ARE APPROXIMATE AND MAY
BE ADJUSTED BY ENGINEER AT TIME OF CONSTRUCTION.
4. THE LOCATIONS OF TEMPORARY EROSION t SEDIMENT CONTROL
DEVICES ARE APPROXIMATE AND MAY BE ADJUSTED BY ENGINEER
AT TIME OF CONSTRUCTION.
5. SEE CONSTRUCTION SEQUENCE 4 SEDIMENT CONTROL SEQUENCE We
O E EROSION CONTROL DETAILS.
F G. TEMPORARY STOCKPILE AREAS WILL BE ESTABLISHED BY THE
CONTRACTOR AS NECESSARY TO STOCKPILE TOPSOIL FOR
REDISTRIBUTION. ALL STOCKPILE AREAS WILL BE SURROUNDED
WITH 2 ROWS OF SILT FENCE. EXACT LOCATION OF STOCKPILE
AREAS TO BE DETERMINED AT TIME OF CONSTRUCTION.
Z PROPOSED q RESTORED
CONTOURS STREAM CHANNEL
ROCK J-HOOK (RJH) 0 \k LOG J-HOOK (LJH)
CRO55 ROCK VANE PROPERTY
(C RV) F11 LINE5
PROXIMITY HOTEL 9456 D2
STREAM RE5TORATION roy fW'- raven:
Soil & Environmental Consultants, PA LocaC?n: Lent Scale:
11010 Raven Ridge Road • Raleigh, North Cu Wta27614 • Fhme:[phone] • Fu(919)946-9467 GUIIFORDCO,NC QUAINTANCE-WEAVER I"-30'
wwwSandEC.com -heet T.Lic: PROPOSED 5hcet No.:
ER.0510N 4 SEDIMENT CONTROL PLAN I G OF I G

rLA
A
. _IO! 1
?- r
IA/vnrln?iPr Avenue 0

2 0 0 6 1 8 6 9
Soil & Environs
11010 Raven Ridge Road • Raleigh, North
Consultants, PA
Phone: [phone] • Fax: [phone]
December 4, 2006
S&EC Project # 9456.D2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Monte Matthews
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
N.C. Division of Water Quality
401/Vt!etiands Unit
1650'Mail Service Center
Raleigh, NC 27699-1650
sPAID
RD [AVROV19
Re: PROXIMITY HOTEL STREAM RESTORATION, DEC 4 . 2006
Greenest Hotel, LLC DENR_ WATER QUALITY
NWP27 PERMIT APPLICATION ANDgTOWAATERVAKH
On behalf of the owner, Greenest Hotel, please find attached a complete application and supplemental
information requesting verification to use NWP 27 from the U.S. Army Corps of Engineers (USACE) and
General Certification (GC3495) from the N.C. Division of Water Quahty (DWQ). Please contact me at
From: Jessica Regan
Soil & Environmental C ultants, P.A.
11010 Raven Ridge Roar
Raleigh'NC 27614
PROJECT SUMMARY
Project Name Proximity Hotel Stream Restoration
Project Type Stream Restoration
Owner / Applicant
Greenest Hotel, LLC
County Guilford
Nearest Town Greensboro, NC
Waterbody Name UT of Buffalo Creek
DW Basin / Sub-basin 03-06-02
DW Stream Index Number 16-11-141 (Buffalo Creek
Class C, NSW
USGS Cataloging Unit Cape Fear - 0303062
IMPACT SUMMARY
Stream Impact (acres): 0.325
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.325
Total Stream Impact (linear feet): 643
Attachments:
NWP27 Permit Application Form,. Block Sheets & Supplemental Infonpation $475 Application Fee to DWQ
Sincerely,
t<.
Jessica Regain
Soil and Environmental Consultants, PA
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
3817-E tawndale Drive
?t r" ;g
L", Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
i
Office Use Only:
USACE Action ID No.
(If any particular item is not applicable to this F
2;0084869
Form Version March 05
enter "Not Applicable" or "N/A".)
1. Processing
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(%) Requested: 27
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
II. Applicant Information
1. Owner/Applicant Information
Q??c?adr? D
DEC 4' 2006
Telephone Number: 336.370.0966 Fax Number:33G.370.09G5
E-mail Address: w5teven5A!? wrh.com
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.)
Company
Mailing A
Telephone Number: 919.840.5900
E-mail Address: irecian(o?sandec.com
Number: 919.840.9407
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the locati,
landmarks such as towns, rivers, and roads. Also pr(
boundaries and development plans in relation to sure
and site plan must include a scale and north arrow
impervious surfaces, or other facilities must be incluc
include the appropriate USGS Topographic Quad Me
boundaries outlined. Plan drawings, or other maps m
so long as the property is clearly defined. For ad
USACE requires information to be submitted on A
however, DWQ may accept paperwork of any si
drawings rather than a sequential sheet version of
reduced to a small scale such that the final version is
the project has been placed on hold until decipherable
5.
of the property with respect to local
ide a detailed site plan showing property
mding properties. Both the vicinity map
The specific footprints of all buildings,
i. If possible, the maps and plans should
and NRCS Soil Survey with the property
y be included at the applicant's discretion,
inistrative and distribution purposes, the
:ts no larger than I I by 17-inch format;
DWQ prefers full-size construction
ie full-size plans. If full-size plans are
egible, the applicant will be informed that
zaps are provided.
1. Name of project: Proximity Hotel Stream Restoration
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1850000100029&1850000100067
4. Location
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, follow I-
6. Property size
7. Name of nearest receiving body of water: UT of ':Buffalo Creek
8. River Basin: Cane Fear
(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/adinin/maps/.)
Page 2 of 9
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing u) a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0019 °N 79.8219 °W
9. Describe the existing conditions on the site and
at the time of this
10. Describe the overall project in detail, including
11. Explain the purpose of the proposed work:
land use in the vicinity of the project
of equipment to be used:
a!?uatic and riparian habitat as well as streamlonk stability within the reach.
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 subdi
the USACE Action ID Number, DWQ Project Nun
certifications were issued or withdrawn. Provide
certifications or other useful information. Describ(
buffer impacts, along with associated mitigation (wh
list and describe permits issued for prior segmen
construction schedules. N/A
-ision) in the past, please explain. Include
)er, application date, and date permits and
photocopies of previously issued permits,
previously approved wetland, stream and
re applicable). If this is a NCDOT project,
s of the same T.I.P. project, along with
Page 3 of 9
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 workfrom the current application.
VI. Proposed Impacts to Waters of the United
It is the applicant's (or agent's) responsibility to d
wetlands, open water, and stream channels associa
listed separately in the tables below (e.g., culvert i
riprap dissipater pads). Be sure to indicate if an is
permanent and temporary, must be listed, and mu
accompanying site plan. All wetlands and waters,
should be shown on a delineation map, whether or
Wetland and stream evaluation and delineation
Photographs may be included at the applicant's disc
wetland or stream mitigation, list and describe the
space is needed for listing or description, please atta,
1. Provide a written description of the
of the State
ermine, delineate and map all impacts to
4 with the project. Each impact must be
pallation should be listed separately from
Oct is temporary. All proposed impacts,
`be labeled and clearly identifiable on an
hd all streams (intermittent and perennial)
?t impacts are proposed to these systems.
ems should be included as appropriate.
jlon. If this proposed impact is strictly for
jpact in Section VIII below. If additional
k4 separate sheet.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, fioding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and tl©oding.
Impact
Wetland Im

Site Number

(indicate on map)

ype of Impact Type of Wetland

(e.g., forested; marsh,

herbaceous, bog, ete) Located within

loo
dplai

F(yes/n) es/no) Distance to

Stream Nearest

(linear feet) Area of

mpact
(acres)
WA N/A N/A N/A WA N/A

Total Wetland Impact (acres) N/A
t
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
Page 4 of 9
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sumaals palt,oolaa pue It,uiSuo oig gloq
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qua `dui-du `sllt,m Iuautaa `•3•0) saT)in
taep `sltanlno ao IlT3 3o luautaauld of P.
famoduml Xj!luopi o) awns ag slordug'
I elaillnul 4a5t,aaou olt,lnoleo o L •popnlout oq lsntu
l Iuud)oo3 woutl aqI 2uTmols solgoad pue sut,ld
Il2teals/2uigoltp `uoilent,axa `(•olo `suotqu2 `sllum
uout,z!pquls `uotluoolaa `2utpooU `uopon)suoa
al lou aae Inq `apnlaut sloudun umaslS •slaedun
)als pluuaaad puu Iualliuua)ui JIB Is?I AIlenpintpul {,
Pond Creation
If construction of a pond is proposed, associate
included above in the wetland and stream impact
be described here and illustrated on any maps inch
Pond to be created in (check all that apply): ?
Describe the method of construction (e.g., dan
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and
Specifically describe measures taken to avoid the pr
information related to site constraints such as topogr
financial viability of the project. The applicant may
site layouts, and explain why these design options v
were minimized once the desired site plan was de`
techniques to be followed during construction to rep
wetland and stream impacts should be
xtions. Also, the proposed pond should
ed with this application.
lands ? stream ? wetlands
mbankment, excavation, installation of
irrigation, aesthetic, trout pond,
Expected pond surface
ed impacts. It may be useful to provide
y, building ordinances, accessibility, and
ch drawings of alternative, lower-impact
not feasible. Also discuss how impacts
)ed. If applicable, discuss construction
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 f
aquatic resource will be considered in determining
mitigation as proposed. Examples of mitigation that
but are not limited to: reducing the size of the pr
and/or upland vegetated buffers to protect open wa
aquatic resource functions and values by creating,
functions and values, preferable in the same watersh
ion and relative value of the impacted
eptability of appropriate and practicable
y be appropriate and practicable include,
t; establishing and maintaining wetland
such as streams; and replacing losses of
toring, enhancing, or preserving similar
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
Page 6 of 9
lacking a required mitigation plan or NCEEP concurrgnce shall be placed on hold as incomplete.
An applicant may also choose to review the current gjsidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work ! in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stmigide.html.
Provide a brief description of the proposed mitil
as much information as possible, including, but i
and/or map, if offsite), affected stream and river
of mitigation proposed (restoration, enhanceme
preservation mechanism (e.g., deed restricti<
description of the current site conditions and pro
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into t
Program (NCEEP). Please note it is the applice
[phone] to determine availability, and %
that they are will to accept payment for the mii
additional information regarding the application
website at htW://h2o.enr.state.ne.us/wrp/index.ht
check the appropriate box on page five and provi
Amount of stream mitigation requested (line
Amount of Riparian wetland mitigation regi
Amount of Non-riparian wetland mitigation
Amount of Coastal wetland mitigationregm
on plan. The description should provide
limited to: site location (attach directions
sin, type and amount (acreage/linear feet)
creation, or preservation), a plan view,
conservation easement, etc.), and a
,ed method of construction. Please attach
North Carolina Ecosystem Enhancement
s responsibility to contact the NCEEP at
:en approval from the NCEEP indicating
lion must be attached to this form. For
ocess for the NCEEP, check the NCEEP
If use of the NCEEP is proposed, please
the following information:
I(acres): N/A
?sted (acres): N/A
(acres): N/A
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/S£tPA 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 E]
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
Page 7 of 9
It is the applicant's (or agent's) responsibility to dt
required state and local buffers associated with the
justification for these impacts in Section VII above.
and must be clearly identifiable on the accompanyin;
map, whether or not impacts are proposed to the
Regional Office may be included as appropriate.
applicant's discretion.
tine, delineate and map all impacts to
jest. The applicant must also provide
proposed impacts must be listed herein,
e plan. All buffers must be shown on a
fers. Correspondence from the DWQ
ttographs may also be included at the
1. Will the project impact protected riparian buffets identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), I5 -NCAC 0213.0243 (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 req*ed amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multitier Required
Mitigation
1 N/A 3 (2 for Catawba) N/A
2 WA N/A
Total N/A WA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank, of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss
Donation of Property, Riparian Buffer Reston
Riparian Buffer Restoration Fund). Please atta
within 15A NCAC 213.0242 or.0244, or .0260. _
tat type of mitigation is proposed (i.e.,
n / Enhancement, or Payment into the
all appropriate information as identified
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and props
stormwater controls proposed in order to protect
the property. If percent impervious surface
demonstrating total proposed impervious level._I
XII. Sewage Disposal (required by DWQ)
rsus total acreage on the site. Discuss
waters and wetlands downstream from
is 20%, please provide calculations
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.
Page 8 of 9
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A
Yes ? No
Is this an after-the-fact permit application? Yes ?
XIV. Cumulative Impacts (required by DWQ)
2H .0500) or any Buffer Rules?
No
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstreamtwater 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.ne.us/ncwetlands. If no, please prot?ide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the
construction dates to allow processing time for
choose to list constraints associated with constru(
Threatened Species, accessibility problems, or other
f
rA licant/Agent:I S' ture
;en signature is valid 6mlyff an authorization le
Acation sufficiently in advance of desired
se permits. However, an applicant may
n or sequencing that may impose limits on
3sues outside of the applicant's control).
Date
ttr from the applicant is provided.)

AGENT
FORM
Name: ----- .&eemt4154 "l a e.
Address: - -_._ . 32y ldeSJ fR.v d? se ,(? Wq lr ar V If. Al-
- $A-c 320 (Titr„sbo.? UC Mel
Gra..,fo+?o? A/G 27V?8
Phone: +_?.3?0 oSdG
Project Name/ Dt ;cription: Proximity Hotel Stream Restoration S&EC Project # 9456.D2
Date: --_11736-06
--- ------
The Department c the Army
U.S. Army Corps 4 Engineers,
P.O. Box 1390
Wilmington, NC :8402
Attn: Monte Nk,Jhews
Field Office: I' : aieh P
Wilmington District
Re: Stream Restoration Related Consulting and Permitting
To Whom It 1\ia; 'oncern:
I, the current prol, ;tom owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my beh illmy agent in the processing of permit app*ations, to furnish upon request
supplemental u I elation in support of applications, etc. from this day forward. The Z©+' day of
nowt rr. t33c_ r -LW &
This notification ? i persedes any previous correspondence concerning the agent for this project.
NOTICE: This a thorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site ieeting prior to visiting the site.
4
Print Property Oh?ner's Name VP
cc: Ms. Cyndi t-.=uoly
NCDEN [R - DWQ
2321 Gab;. Boulevard
Ralei h. N' 27604
Property Owner's Signature
cc.. Ms. Jessica Regan
Soil & Environmental Consultants, PA