20060083 Ver 1_COMPLETE FILE_20060330

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 21, 2006
Zimmer Development
Attn: Mr. Doug Roar
111 Princess Street
Wilmington, NC 28402
Subject Property:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0083
Pitt County
Greenville Commercial Site
UT to Green's Mill Branch [TAR 030305,28-96, C, NSW]
Authorization Certificate per the Tar-Pamlico River Buffer Protection Rules (I 5A NCAC 2B .0259)
with Additional Conditions
Dear Mr. Roar:
You have our approval, in accordance with the conditions listed below, to impact 62,107 square feet (ft)
of protected riparian buffers (13,775 SF of Zone 1 and 48,332 SF of Zone 2) for the purpose of
constructing a commercial development on the subject property as described within your application
dated March 29, 2006 and received by the N.C. Division of Water Quality (DWQ) on March 30, 2006,
with additional information received by the DWQ on April 20, 2006. After reviewing your application,
we have decided to authorize the impacts to the protected riparian buffers. This letter shall act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0259.
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.
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 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 OversightlExpress Review Permits 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//h2o,enr.state.nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
I ,.
Greenville Commercial Site, Greenville, NC
Page 2 of 3
April 21, 2006
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Authorization are met. No other impacts are approved including incidental
impacts:
Amount Approved (Units) Plan Location or Reference
Zone 1 TPBR Buffer Impacts 13,775 (square feet PCN page 12 of 13
Zone 2 TPBR Buffer Impacts 48,332 (square feet PCN page 12 of 13
TOTAL 62,107 SF
2. 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.
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 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.
4. 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 15 NCAC 2H,
Section.0500.
5. Diffuse Flow (DWQ Reviewed Plans)
All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream
buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC
2B .0259(5)
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B .025 9(5)),
you have provided the DWQ with pre-formed scour hole/level spreader designs dated April 20, 2006.
The DWQ believes that if implemented, as per these plans, diffuse flow will be achieved. However,
if diffuse flow as per 15A NCAC 02B .0259(5) is not achieved, then the DWQ shall be notified and

Greenville Commercial Site, Greenville, NC
Page 3 of 3
April 21, 2006
corrective actions to restore diffuse flow shall be taken if necessary to impede the formation of
erosion gullies. At no time shall stormwater from the proposed development be piped directly
through the buffer without prior DWQ written authorization.
The structural stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality. Stormwater easements shall be recorded
for a distance of at least 10 feet on each side of all stormwater conveyances containing these
structures including future access for maintenance. The stormwater easements shall allow for the
ability to maintain the structures, perform corrective actions as described above and shall provide
protection of the structures from potential alternations by future property owners.
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 this Riparian Buffer Authorization 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.
7. Per the requirements of the Express Review Program, the applicant and/or authorized agent shall
contact the DWQ Express Review Program in writing at the letterhead address within ten (10) days of
the commencement of construction
Violations of any condition herein set forth may result in revocation of this Buffer Authorization and may
result in criminal and/or civil penalties.
If you do not accept any of the conditions of this Authorization Certificate (associated with the approved
buffer 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 authorization 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 the Riparian Area Protection
Rules. If you have any questions, please telephone Cyndi Karoly or Cynthia Van Der Wiele in the
Central Office in Raleigh at 919-733-1786.
S* ly,
Alan W. Klimek, P.
AWK/cvdw
Enclosures: Certificate of Completion
cc: DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Filename: EXP 060083GreenvilleCommSite(Pitt)EXP+TPBR
'40F W ATFgp Michael F. Easley, Governor
?0 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To: Kevin Yates
Doug Roar, Zimmer Development
Subject: Greenville Commercial Site
919-733-0203
919-733-6893
Fax #: [phone]
910.762.1999
Date: Mafeh 31, 2QQ6 _ A(? I Zl, Zeo(0
Number of pages including cover sheet: 4
Notes or special instructions:
The original will be sent in the mail. If you have questions, please contact Cynthia Van Der Wiele at
919-715-3473.
401 Oversight/Express Review Permitting nit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Paper
TIE JOHN R. WADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Cvnthia Van Der Wiele
NC Division of Water Quality
401 Oversight/Express Review Permitting
2321 Crabtree Blvd, Suite 250
Raleigh NC 27604
Re: Greenville Commercial Site
[phone]
1 am sending you the following item(s):
Date: April 19, 2006
E..?? 0 lD - o o 8 3
** FEDERAL EXPRESS **
Job No.: ZIM-05030
COPIES DATE NO. DESCRIPTION
3 1 Response to Comments Letter dated April 19, 2006
3 2 Page 11 of the PCN
3 3 Example of re-formed scour hole/levels reader
3 4 Example of re-formed scour hole/levels reader icture
3 5 Operation & Maintenance Agreement
These are transmitted as checked below:
® As requested
? For approval
® For review and comment
Remarks:
Copy to:
? For your use

Signed:
'J. ,1CevFY4es
Sr. En o ental/Wetland Scientist
D ?????? FOR INTERNAL USE ONLY
jn ? Copy Letter of Transmittal Only to File
APR 2 0 2006 Copy Entire Document to File
DENR - WATER
ANDS AND S PLANNING QUALITY CIVIL ENGINEERING * LAND RI T("V'A7ER BRANCRO Box 14005 e Research Tanga Park, NC 27709 • [phone]• fax [phone]
www.johnrmcadams.com
=?- THE JOHN R. McADAMS COMPANY, INC.
April 19, 2006
Ms. Cynthia Van Der Wiele
North Carolina Division of Water Quality
401 Oversight/Express Review Permitting
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: Greenville Commercial Site (DWQ #06-0083)
Response to Comments dated March 31, 2006
ZIM-05030
Dear Ms. Van Der Wiele:
On behalf of Zimmer Development, we are responding to your letter dated
March 31, 2006, regarding the request for additional information for the
Greenville Commercial Site Express Review Buffer Permit application. Please
find below the comment and the corresponding responses:
Comment 1: Page 11 of the PCN form was missing from the application package.
Response 1: Please find page 11 enclosed.
Comment 2: You are required to provide for diffuse flow through the riparian
buffer under the requirements for the Tar-Pamlico Riparian Area
Buffer Protection Rules. Please indicate your measures and
provide the plans and specifications, as well as an original and
two copies of an Operations and Maintenance Agreement for the
diffuse flow provisions.
Research x 14005 Park, NC
Post Office Box 1400 Response 2: The perimeter of the site will be curb and gutter. All storm
Po
Research Triangle Park, drainage for the site will be intercepted and routed to a
North Carolina 27709 drainage network towards 1 of 4 outlets on the site. These
2905 Meridian Parkway
Durham, North Carolina 27713 outlets are labeled A, B, C, and D, on the attached Grading
800-733-5646 and Erosion Control Plan. The storm drainage and
919-361-5000
accompanying outlets will aide in providing diffuse flow to the
919-361-22269 269 Fax
riparian buffers. The following is a description of the outlet
and discharges associated with each:
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
www.johnrmcadams,com WC /7('//) our ('/lips su('r'('c'rl
lIl Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Ms. Cynthia Van Der Wiele
April 19, 2006
ZIM-05030
Page 2
Outlet A: Outlet "A" is the overflow discharge pipe for flows
that are above the I" storm event. This flow is only triggered
above the I" storm event. Storms below the I" storm event
flows into a pre formed scour hole / level spreader on the
eastern side of the pond The discharge at outlet "A "flows at a
rate of 9.3 ft/sec. during the 10 year storm event, then diffuses
across a dissipater pad
Outlet B: Outlet "B" is the discharge for the 1 " storm event. It
flows into a pre formed scour hole and is then level spread into
the buffer per DWQ level spreader design options memo dated
October 10, 2001. It is designed for the 1 " storm event, it has a
slow draw down of 2-5 days and flows out between 0.25 cfs -
0.76 cfs. Attached is an example picture and DWQ design
standards to which it will be designed. Also enclosed is the
original and two copies of the Operation and Maintenance
Agreement for this Pre-Formed Scour Hole /Level Spreader.
Outlet C. Outlet "C" is a dissipater pad that is a discharge for
the center of the site. The outlet velocity is 6.4 ft/sec. during the
10 year storm and has an outflow of 3.6 cfs during the ]-year
storm. Outlet "C" discharges into an existing ditch, that runs
parallel to the property boundary, and eventually into the
stream. A jurisdictional determination was conducted by Ms.
Tracy Wheeler of the USACE and Mr. Kyle Barnes of NC
DWQ that this feature is non jurisdictional, as evidenced in the
initial application package. The flow will carry through the
ditch for approximately 50' before it reaches the buffer in the
bottom of the ditch. Outlet "C" will not produce any new
disturbance to the riparian buffer due to the fact that it ties
into the ditch which is an existing conveyance that runs
through buffer, before it reaches the stream.
Outlet D: Outlet "D" is the discharge for the eastern portion
of the site and will tie into an existing storm drainage system,
that has additional capacity. It will have flows of 6.5 ft/sec.
during the 10 year storm.
Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Ms. Cynthia Van Der Wiele
April 19, 2006
ZIM-05030
Page 3
I hope this response sufficiently addresses the comments. Consideration of this
response is greatly appreciated. If you should have any questions or require
additional information, please do not hesitate to contact me at [phone].
Sincerely,
THE JOHN R MCADAMS COMPANY, INC.
? ,?
J. Kevin Yates
Senior Environmental/Wetland Scientist
Stormwater and Environmental Department
Enclosures
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Pre-FORMED SCOUR HOLE / 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 spreaders(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 I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system of prior to any changes to the
system or responsible party.
Print name: Doug Rohr
Title: Project Manager
Address: Zimmer Development Company, LLC; 111 Princess St, Wilmington, NC 28403
Phone: [phone]
Signature
Date:
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.
I, &a; e- z-, , a Notary Public for the State of Jib fZ
County of 'DuAhcam , do hereby certif hat
personally appeared before me this day of , ?10 _, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
•e?
q?cou'
SEAL
My commission expires ??p
?OF \ NA rFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
co r North Carolina Department of Environment and Natural Resources
.r Alan W. Klimek, P.E. Director
Division of Water Quality
March 31, 2006
DWQ EXP No. 06-0083
Greenville Commercial Site
Pitt County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Zimmer Development
Attn: Mr. Doug Roar
111 Princess Street
Wilmington, NC 28402
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Roar:
On March 30, 2006, the Division of Water Quality (DWQ) received your application requesting impacts
to the Tar-Pamlico stream buffers for a project known as the Greenville Commercial Site. The DWQ has
determined that the application will require additional information in order to review and provide an
approval to impact these resources. Failure to provide this information may result in denial of your
application as required by 15A NCAC 2H .0506.
Please provide the following information:
1. Page 11 of the PCN form was missing from your application package
2. You are required to provide for diffuse flow through the riparian buffer under the requirements for
the Tar-Pamlico Riparian Area Protection Rules. Please indicate your measures and provide the
plans and specifications, as well as an original and two copies of an Operation and Maintenance
Agreement for the diffuse flow provisions.
Please respond within five (5) days of the date of this letter. The Express Review Program is a process that
requires all parties to participate in a timely manner. This letter only addresses the application review and
does not authorize any impacts to wetlands, waters or protected buffers. Please contact Cynthia Van Der
Wiele at [phone] if you have any questions.
CBK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
,Sin e ,
n aro y,
1 ersight/Express Rev ew Permitting Unit
Kevin Yates, John R. McAdams, Inc., 2905 Meridian Parkway; Durham, NC 27713
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: hh?://h2o.enr.state.nc.us/ncwetiands
o One
NhCarolina
Avura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
RE+ EXC 06-0083 Greenville Commercial Site
Subject: RE: EXP 06-0083 Greenville Commercial Site
From: Laurie Dennison <[e-mail]>
Date: Mon, 03 Apr 2006 08:45:18 -0400
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060083GreenvilleCommSite (Pitt)EXP + HOLD.doc Content-Type: application/msword
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Content-Encoding: base64
1 of 1 4/3/2006 8:45 AM
Since 1979
THE JOHN R. McADAMS COMPANY, INC.
March 29, 2006
E.x p o to - o 0 83
NC Division of Water Quality
401 Wetlands Unit
Attn: Ms. Cynthia Van Der Wiele
2321 Crabtree Boulevard
Raleigh, NC 27604

Re: Express Buffer Review - PCN
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Dear Ms. Van Der Wiele, n
On behalf of Zimmer Development, we are submitting a pre-construction
notification requesting impacts to the Tar-Pamlico stream buffers for a
project known as the Greenville Commercial Site. Please reference our
pre-application meeting at the NC DWQ central office with Ms. Cynthia
Van Der Wiele - DWQ, Brandon Finch - JRM, and myself, on January
18, 2006. The project is located in the northwest quadrant of U.S. Hwy.
264 (alternate), and NC Hwy. 11, adjacent to Green's Mill Branch, in
Greenville, Pitt County, North Carolina
We are requesting review for of our proposed impacts under the
designation of "allowable" under the table of uses within the Tar-Pamlico
Riparian Area Protection Rules (15 NCAC 2B .0259). A Tar-Pamlico
buffer determination was issued by Mr. Kyle Barnes, Washington Field
Office of NCDWQ, on May 3, 2005, showing the subject portion of the
property (attached). A jurisdictional determination was issued for the
subject property by Ms. Tracy Wheeler of the USACE on 12/30/2005
Research Triangle Park, NC (action ID # 2006210348) (Signed Wetland Delineation Map attached). A
Pest office cox 14005

i
meeting with Ms. Cynthia Van Der Weile, DWQ Express Review
i
Research Triangle Park,
North Carolina 27709
Program was held on January 18, 2006, to discuss the proposed buffer
2905 Meridian Parkway impacts.
Durham, North Carolina 27713
800-733-5646
919-361-5000 The proposed project consist of constructing a commercial center, to
919-361-2269 Fax include a cinema, retail shopping, and restaurants. The project will
include parking and stormwater collection. Stormwater management
Charlotte, NC facilites will not impact waters of the U.S.. The construction of the project
5311 Seventy-Seven Center Drive,
Suite 66
will not require 404/401 permits. (see attached plans).
Charlotte, North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
wwwfohnrmcadams-com W(' help rill' c Crellls wl( , eed.
Since 1979
THE JOHN R. McADAMS COMPANY, INC.
PROPOSED IMPACTS: (see attached attached Stream Buffer Impacts
Map). The entire site was designed to minimize impacts to aquatic
resources, while utilizing the remaining parcel. Please reference the
meeting held with Ms. Cynthia Van Der Wiele-DWQ, Brandon Finch -
JRM, and myself, on January 18, 2006. There are a total of 18,258 square
feet (sf) (0.42 acre) of buffer impacts for the site, in which the uses are
deemed allowable in the table of uses for the Tar-Pamlico River Basin.
ROAD WAYIMPACTS (see inset sheet 1): There is 862 sf (0.02) acre of
unavoidable impacts associated with the roadway entrance off of
Greenville Blvd. Alternatives to the proposed layout have been
investigated, but each one had significant design flaws which would
prohibit their approval for construction by either the City of Greenville or
NCDOT. NCDOT limited the access points for the property along
Greenville Blvd to the point directly across from Mall Drive, due to safety
concerns associated with multiple outlets. The eastern bound lane of
Greenville Blvd was limited to this one ingress point directly across from
the existing Mall Drive to the south, which will require a signal light. The
other two outlets on the site will be for ingress and egress for the western
bound lanes of Greenville Blvd, and safe circulation of traffic. Due to the
proximity of the stream, there are proposed buffer impacts of 0.02 acre for
the roadway, which is allowable in the table of uses, as discussed in our
meeting January 18, 2006.
GRADING (see inset sheets: 1-6): Grading is a majority of the buffer
impacts for the site at 17,162 (0.39 acre). A majority of these impacts are
associated with temporary construction impacts for access and the
temporary placement of silt fence site stabilization, as illustrated on sheets
2-6. Inset sheets 3-5 do have grading impacts associated with the
formation of the berm for the stormwater management facility, which is an
Research Triangle Park, NC allowable use, as discussed in our meeting January 18
2006.
Post Office Box 14005 ,
Research Triangle Park,
North Carolina 27709
OVERFLOW DISCHARGE PIPE (see inset sheet 4): Since our January
2905 Meridian Parkway 18, 2006, meeting, the overflow discharge pipe has been re-located to
Durham, North Carolina 27713
eoo-733-5sas ' reduce impacts to Zone 1. The original location impacted approximately
919-361-5000 300 sf, of Zone 1, the current location only impacts 19 sf
of Zone 1 and
919-361-2269 Fax ,
234 sf, of Zone 2 with pervious rip-rap material. This design was
approved in our January 18, 2006 meeting, as an allowable use. This
Charlotte, NC outlet will only be utilized during storm events, and the 1-year storm will
Suite seventy-seen center Drive, be level spread on the eastern side of the berm, well outside of the buffer.
Charlotte, North Carolina 28217 During times of discharge the stream elevation is expected to be close to
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
www.johnrmcadams.corn W h('l/) uvr rlic nl.r rtwreed.
Since 1979
THE JOHN R. McADAMS COMPANY, INC.
the elevation of the overflow discharge, therefore diffusing the flow even
further.
Please find enclosed for your review the following items:
• Initial Interest Acceptance Letter
• $2,000 Check made payable to NCDWQ
• Agent Authorization Form
• USGS Quad - Greenville
• Pitt County Soils Survey
• Copy of DWQ Buffer Determination Letter with maps
• Copy of signed USACE Wetland Delineation Map
• Pre-Construction Notification
• Overall Buffer Impact Map w/ inset sheets 1-6
Consideration of this project is greatly appreciated. If you should have
any questions or require additional information, please do not hesitate to
contact me at [phone].
Sincerely,
THE JOHN R. McADAMS COMPANY, INC.
1? - ? Ji?
J. Kevin Yates
Senior Environmental/Wetland Scientist
Stormwater and Environmental Management Group
Research Triangle Park, NC
Post Office Box 14005
JKY/jk
Research Triangle Park, y
North Carolina 27709
2905 Meridian Parkway Enclosures
Durham, North Carolina 27713
800-733-5646
919-361-5000
919-361-2269 Fax
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte. North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
www.johnrmcadams.com
Comprehensive Land Development Design Services
tt'c' h('l/) oill. clicnls snccrc°cl.
F EB--27-2006 08:09 FROM: DWG!-WETLANDS 9197336893
r
? .-9
5 ?
February 27, 2006
TO: 93612269 P:2" P
Michael F. Psalcy, Govcmo1?
William U. Russ Jr., Socretary
North Carolina Depanmenl of Environment and Natnml Respurt- rs
Alan W. Klimek, P.E. Dlrec leer
Division of Watcr Quality
Pitt County
EXPRESS REVIEW ACCEPTANCE LETTtR
zimmcr DevelopmQ11t
Attn: Mr. Doug Roar
1 13. Princess Strcet
Wilmington, NC 28402
Tax ;4': 910-762-1999
Dcar Mr. Roar:
Piroject, Name: Greenville Commercial Site-REVISED
O.n. January 11, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a
roclucst frorn Kevin Yates, John.. K. McAdams Company, Tic., regarding a project known as " Greenville
Commercial Site " for acceptance into the Express Review Program, This letter advises you that your project will
be accepted into the Express Review Program once the following items are received:
1.) The application fee of $2,000,00 [for the Riparian Buffer Approval services, made pavabl(; to the North
Carolina. Division of Water Quality];
2) .Five (5) complete and collated copies of the PCN Application;
3) One (1) copy of the Addendum;
4) Five (5) copies of all site plan information perl.airibig to this project (please refer to the Addendum
li.tti)://h2o,erti,.state.u! uc/newetlands/,,tnvadd5 Pdf);
'z7a in.k you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received. If the impacts arc greater than
ind.ica.tcd on the initial interest forral and/or the services are different, you. may be required to renit an additional
ice.
If you have any questions or wis11 to discuss these matters further please do not hcsiate, to call Arny C11aPI'MID at
919-733-9502 or Cyn,tl-lia Van Dcr Wiele at 919-71 S-3473,
Sincerely,
$yn'di Karo Y, manager
40.1/Express Review ovel-s
CBX1asa ite Unit
cc; DWQ Walington Regional office
File copy
Central 1?ilcs
Kcvin Yates, Johln R. McAdams Company, izle., 2905 Meridian Parkway; Durham., NC 27713
401 Oversight J Exprow, Review Permitting Unit
1650 Mall 89NIC0 Canter, Raleigh, Nonh Carolina 27699•ie5o
2321 Cmbtrec 6oulovaid, Sulte 250, Raleigh, Nonh Carolina 27604
Phono: 919.733.1706 /FAX [phone] /Into rnet: httn //lr??enr stotc.?,ps!bcwetlands
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N§)Sr1iCarolirin
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An ECIUS I Opportunity/Afflrrnative Aolion Employer- 50% Rcryalap/10% Post COn9vinar Papor
0 0.3 0.6 0.9 1.2 1.5 kin
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0 0.2 0.4 0.6 0.6 1 mi
Map center is UTM 18 282214E 3938899N (WGS84 b
Greenville SW quadrangle 668
Projection is UTM Zone 18 NAD83 Datum QM 399
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PROJECT NO. ZIM-05030 GREENVILLE SITE THE JOHN R. McADAMS
05030X.DWG COMPANY, INC.
SURVEYORS
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GREENVEUE. NO= CA 0111 ZIP 27709-4005
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PR07BfR NO. ZIM-05030 G REE?LLE SITE THE JOHN R. McADAMS
Fo'NAm' ZIM05030X.DWG
6 COMPANY, INC.
KNOWURS/PUMMRS/SURMORS
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OATS: 10/24/05 GREENMA NORTH CAROLINA PRO BOXH14M TBUNGLZMP ? 0-4006
(919) S61-6606

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
AGENT AUTHORIZATION FORM
Name: Zimmer Development Company, LLC
Address: 111 Princess Street, Wilmington, NC, 28402
Phone: [phone]
Project Name/Description: Greenville Site - NW quadrant of 801/I-40
Date: 10/06/2005
U.S. Army Corps of Engineers
Washington Regulatory Field Office
107 Union Drive, Suite 202,
Washington, NC 27889
Attn: Tracy Wheeler
Field Office: Washington Field Office
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the proposed property owner by contract, hereby designate and authorize The John R.
McAdams Company, Inc. to act in my behalf as my agent in the processing of permit
applications, to furnish upon request supplemental information in support of applications, etc.
from this day forward. The 12- day of U8 tj I-OVS-
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site.
1?'?Ial? IQ l9't /J?t9'IJ?
Print Proposed Properly Owner's Name Propo roperty Owner's Signa e
cc: Mr. Cyndi Karoli
NCDENR-DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 + Research Triangle Park, NC 27709 • [phone] • fax [phone]
www.johnrmcadams.com
`t M,
NCDENR
NORTH CAROLINA C)CRARTMENT OF
ENVIRONME14T ANO NATURAL RE50URCES
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
`? r
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
PROTECTION AND MAINTENANCE OF EXISTING RIPARIAN AREAS
PROJECT COUNTY J-1 J DWQ OFFICE
VERSION: NEUSE (15A NCAC 2B.0233)
CAT AWBA _-(15A NCAC 213.0243)
OTHER. -----_----
f,
(EXEMPT
(D`AIQ INI'T'IALS)
TAR-PAMLICOI (15A NCAC 2B.0259)
RA NDLEKMAN (15A NCAC 2B.0250)
NOT EXEMPT
(DWQ INITIALS)
Property Owner's Name I
Phone Number (Houle) ?-L.-I
Address -?_J
i State Zip /
t} ,
Vil-oject Locatiou (Nearest State Rogdt Nearest Wales- Body, etc.)
As indicated on attached map initialed by staff on
Description of Proposed Project
Desct iption of site
1
t
Violation noted ou site V1 ES ?l?Q,?Il yes, a Notice of Violation will be forwarded fron-i the appropriate regional office.
The proposed project which is to be located and constructed as described above is hereby determined as
EXEMPT., 1140T I`hXEMPT from compliance of the requirements of the aforementioned rules as it applies to section
yt_ a. ?-'his determination does not alleviate the
t_ J.
necessity of.your obtaining any other 'State, Ged6r ,,?oca! authoNzation.
Property Owner's/Agent's Signature
DWQ Official's Signature
-??--?Dafe of Determination `} e
''This project may require a Section 404/401 Permit or a CANIA Permit for the proposed activity, Inquiries should be directed to the DWQ Central
Office at [phone], Washington Office at [phone], Raleigh Office at [phone], Wilmington Office at [phone], Winston Salem
Office at ([phone], Asheville Office at [phone], Fayetteville Office at [phone], or Mooresville Office at [phone].

a F.
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1
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LINE TABLE
LINE LENGTH BEARING
LM24 56.85' N 38'47'22" W
LM25 104.66' N 01'46'11" W
LM26 60.04' N 16'54'07" E
LM27 32.90' N 00'23'30" E
LM28 63.05' N 23'53'07" E
LM29 49.92' N 11'51'42" E
LM30 45.84' N 21'48'08" E
LM31 27,24' N 46'25'07" E
LM32 24.70' N 11'32'00" W
LM33 39.71' N 32'40'58" E
CONFLUENCE i 1
1
/ I
. fS
This certifies that this copy of this plat identifies as waters of the U.S., or LM39
wetlands, all areas of waters of the U.S., including wetlands, regulated
pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the law, or our uwm LM38
published regulations, this determination of Section 404 jurisdiction may be a-o LM37-
relied upon for a period not to exceed five years from this date. This n
determination was made utilizing the 1987 Corps of Engineers Wetlands 0z0N
a
LM36
Delineation Manual. pF
ZUJ LM35
LM34
(n0 -
°a? LM33•
LM32-
(title) ! ¦ ?? ? --------L1vi3]
??ff LM30__.
(date) LM29
?a co?Y
GENERAL NOTES
?Or' LM28
I- NI n
UlWaa LM27
&Wor) LM26
Za°m
WaoM
LM25
SUMMdRFIELD
PHAISE 2
SECTION 2 /
MB311P104/
I
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LINE TABLE
LINE LENGTH BEARING
LM34 21.23' N 05'39'56" W
LM35 22.44' N 09'28'28" E
LM36 46.97' N 17'03'24" W
LM37 51.40' N 02'08'01" E
LM38 51.75' N 00'00'39" E
LM39 41.93' N 16'43'41" E
LM40 71.78' N 81'29'07" E
LM41 39.71' N 56'36'28" E
LM42 71.69' S 63'16'46" E
LM43 129,20' S 67'14'12" E
LM44 106.32' S 67'13'03" E
LM45 73.48' S 39'20'17" E
i 1t / \
SUMMERFIELD \
GARDENS
1
SECTION 2
MB 39, P 185 /
/ START
MITIGATABLE
CHANNEL
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50' TAR-PAMLICO BUFFER
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HIGH GROUND -? S
DITCH A6,
SHEET 5
CMH HOMES INC.
750 GREENVILLE BOULEVARD
PARCEL NO. 4676.10-47-5023.000
DB 695, PG 138
16.29 ACRES
LMtti START CHANNEL ZONING: CH
FROM CULVERT
219@20WRI
MAR 3 0 2006
TOTAL WETLAND AREA
ON PARCEL:
247 SF
.006 ACRES
TOTAL LENGTH OF ALL
STREAM CHANNELS;
1774 LF
- WATER QUALITY
4D S117fl6AYAT
/ EXISTING
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MANAGEMENT

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ADJACENT
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BOUNDARY SURVEY.
U. S. HIGH WAY
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2) BOUNDARY
UNDARYY LINES SHOWN HEREON ARE BASED ON
PITT COUNTY REIGSTRY -- 264A
GREENVILLE
-
BLVD. (PUBLIC 100' R
- -- 1410.36'
-
PB 38 PG 82 - ?W) '--___
3.) COORDINATES SHOWN HEREON ARE BASED ON

NC GR
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NAD 83 - - - - - - - _ _ _ -'-- - N80g

NCGS MONUMENT
W 1220
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ground
"
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4.) WETLANDS SHOWN HEREON WERE DELINEATED IN THE FIELD I, Robert C. Baumgartner, a North Carolina Professional Land Surveyor _ AZALEA 1979
disf
692.3412'
tie line once) ?N = 666
BY THE JOHN R. MCADAMS COMPANY do hereby certify that this mop was prepar ,
ed under my supervision ,
E = 2,475,291.3650'
?011IIII11//
and s
`C AR0(
the
l A
NC s
of Section 404 J
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LEGEND j???
delineated
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John
R. McAdams Com
J of
Dur
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EXISTING IRON PIPE ?• ?
® IRON PIPE SET '2 SEAL T; = Rob rt C. aumgartner CP L-4531
? EXISTING CONCRETE MONUMENT •r L-4331 tx•ir
.
® CALCULATED POINT % p
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WETLAND ON PARCEL
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® WETLAND ON ADJACENT PARCEL ,
??i?C
BAUMG*?\ Date
I
CRAIG F. GOESS
DS 1089, P 856
MB 56, P 30
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
SHEET 1 OF 5
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Office Use Only: Forrn Version March 05
QENR - pWS T U7EL BY `"?
USACE Action ID No. No. CL.P 00 $3
(If any particular item is not applicable to this project, 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: Tar-Pamlico Buffer
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Zimmer Development
Mailing Address: Attn: Mr. Doug Roar
111 Princess Street
Wilmington NC 28402
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Doug Rohr fdougrohrazdc.coml
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: Kevin Yates
Company Affiliation: The John R. McAdams Company
Mailing Address: 2905 Meridian Pkwy
Durham North Carolina 27713
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5of13
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: Greenville Commercial Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The project is located in
the northwest quadrant of U.S. Hwy. 264 (alternate) and NC Hwy. 11, adjacent to Green's
Mill Branch, in Greenville, Pitt 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): 35.5723 ON -77.4032 °W
6. Property size (acres): 16.2-acres
7. Name of nearest receiving body of water: Unnamed tributary to Greens Mill Branch
8. River Basin:-Tar-Pamlico
(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/maps/.)
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 is currently a retail center for Manufactured Homes
on one side and an abandoned RV camDffound on the other. The area is surrounded_ by
restaurants and retail centers. The property on the north and west is bordered by an
unnamed tributarv to Green's Mill Run.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consist of constructing a commercial center, to include a Cinema, Retail
Shopping and Restaurants The project will include parking and stormwater collection.
Stormwater management facilites will not impact waters of the U.S.. Traditional equipment
will be : Front-end loader, grader, and earth movers. The construction of the project will not
require 404/401 permits. (see attached plans)
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
a commercial center for the City of Greenville.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this project
(including all prior phases of the same subdivision) in the past, please explain. Include the USACE
Action ID Number, DWQ Project Number, application date, and date permits and certifications were
issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful
information. Describe previously approved wetland, stream and buffer impacts, along with associated
mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior
segments of the same T.I.P. project, along with construction schedules. A Tar-Pamlico buffer
determination was issued by Mr. Kyle Barnes, Washington Field Office of NCDWQ, on May 3, 2005,
showing the subject portion of the roperty (attached). A jurisdictional determination was issued for the
subject property by Ms. Tracy Wheeler of the USACE on 12/30/2005 (action ID # 2006210348) (Signed
Wetland Delineation Map attached). A meeting with Ms. Cynthia Van Der Weile, DWQ Express
Review Program was held on January 18, 2006, to discuss the proposed buffer impacts.
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 required permits are expected 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.
Page 7 of 13
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:
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,
se aratel list impacts due to both structure and flood' g.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property:
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
Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)

Total Stream Impact (by length and acreage) N/A
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 map) ocean, etc.) (acres)
N/A
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Page 8 of 13
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
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.
Pond Creation - N/A
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.):
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. STREAM BUFFER: (see attached attached Stream
Buffer Impacts Map). The entire site was designed to minimize impacts to aquatic resources, while
utilizing the remaining parcel. Please reference the meeting held with Ms. Cynthia Van Der Wiele-
DWQ, Brandon Finch - JRM, and myself, on January 18, 2006. There are a total of 18,258 square feet
(sfl (0.42 acre) of buffer impacts for the site, in which the uses are deemed allowable in the table of uses
for the Tar-Pamlico River Basin. ROADWAY IMPACTS (see inset sheet 0: There is 862 sf (0.02)
acre of unavoidable impacts associated with the roadway entrance off of Greenville Blvd. Alternatives
to the proposed layout have been investigated, but each one had significant design flaws which would
prohibit their approval for construction by either the City of Greenville or NCDOT. NCDOT limited
the access points for the property along Greenville Blvd to the point directly across from Mall Drive,
due to safety concerns associated with multiple outlets. The eastern bound lane of Greenville Blvd was
limited to this one ingress point directly across from the existing Mall Drive to the south, which will
require a signal light. The other two outlets on the site will be for in-gress and egress for the western
Page 9 of 13
bound lanes of Greenville Blvd, and safe circulation of traffic. Due to the proximity of the stream, there
are proposed buffer impacts of 0.02 acre for the roadway, which is allowable in the table of uses, as
discussed in our meeting anuM 18, 2006. GRADING (see inset sheets: 1-6): Grading is a majority of
the buffer impacts for the site at 17,162 (0.39 acre). A majority of these impacts are associated with
temporary construction impacts for access and the temporary placement of silt fence site stabilization, as
illustrated on sheets 2-6. Inset sheets 3-5 do have grading impacts associated with the formation of the
berm for the stormwater management facility, which is an allowable use, as discussed in our meeting
January 18, 2006. OVERFLOW DISCHARGE PIPE (see inset sheet 4): Since our January 18, 2006,
meeting the overflow discharge pipe has been re-located to reduce impacts to Zone 1. The original
location impacted approximately 300 sf of Zone 1, the current location only impacts 19 sf of Zone 1 and
2.34 sf of Zone 2 with pervious rip-rap material. This design was approved in our January 18, 2006
meeting, as an allowable use. This outlet will only be utilized during storm events and the 1-year storm
will be level spread on the eastern side of the berm, well outside of the buffer. During times of
discharge the stream elevation is expected to be close to the elevation of the overflow discharge,
therefore diffusing the flow even further.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn,ngide.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,
Page 10 of 13
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.
N/A.
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://h2o.enr.state.nc.us/wrp/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
Amount of buffer mitigation requested (square feet): N/A
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
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
Page 11 of 13
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Tar-Pamlico )? 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 Multiplier Required
1 13,775 3 N/A
2 48,332 1.5 N/A
Total 1 62,107
* 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
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.
The nroiect does not reauire a stormwater review by NC DWO. due to the lack of a State 401
permit requirement. However, the storwmater management plan will be reviewed by the City of
Greenville.
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Page 12 of 13
-J
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://h2 o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
No, this is a commercial and retail site that will be servicing existing residential housing
surrounding the area. The proposed development is currently surrounded by commercial and
residential housing. This development will be replacing an existing retail center with more up-
to-date environmental management practices.
XV.
Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
03/z ? /a
Ap is t/X-gent's Signature lliate
(Agent's si ure is valid only if an aut ri ion letter from the applicant is provided.)
Page 13 of 13
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THE JOHN R. McADAMS COMPANY, INC.
the elevation of the overflow discharge, therefore diffusing the flow even
further.
Please find enclosed for your review the following items:
• Initial Interest Acceptance Letter
• $2,000 Check made payable to NCDWQ
• Agent Authorization Form
• USGS Quad - Greenville
• Pitt County Soils Survey
• Copy of DWQ Buffer Determination Letter with maps
• Copy of signed USACE Wetland Delineation Map
• Pre-Construction Notification
• Overall Buffer Impact Map w/ inset sheets 1-6
Consideration of this project is greatly appreciated. If you should have
any questions or require additional information, please do not hesitate to
contact me at [phone].
Sincerely,
THE JOHN R. McADAMS COMPANY, INC.
- ,/? Ji?
J. Kevin Yates
Senior Environmental/Wetland Scientist
Stormwater and Environmental Management Group
Research Triangle Park, NC
Post Office Box 14005
JKY/jk
Research Triangle Park, y
North Carolina 27709
2905 Meridian Parkway Enclosures
Durham, North Carolina 27713
800-733-5646
919-361-5000
919-361-2269 Fax
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
www.johnrmcadams.com t?'c? help our clieurc .cutceerl.

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P.O. BOX 14005 ZIP 27709-4006
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Since 1979
THE JOHN R. McADAMS COMPANY, INC.
AGENT AUTHORIZATION FORM
Name: Zimmer Development Company, LLC
Address: 111 Princess Street, Wilmington, NC, 28402
Phone: [phone]
Project Name/Description: Greenville Site - NW quadrant of 801/I-40
Date: 10/06/2005
U. S. Army Corps of Engineers P&ROYR,
Washington Regulatory Field Office 107 Union Drive, Suite 202,
Washington, NC 27889 MAR 3 0 2006
DENR - WATER UUAI.ITY
Attn: Tracy Wheeler s AND STOIh1NfAiBtBRANCH
Field Office: Washington Field Office
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the proposed property owner by contract, hereby designate and authorize The John R.
McAdams Company, Inc. to act in my behalf as my agent in the processing of permit
applications, to furnish upon request supplemental information in support of applications, etc.
from this day forward. The 2 day of ALwonk j -Loi75-
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site.
?-
Print Proposed Property Owner's Name Propo roperty Owner's Signa e
cc: Mr. Cyndi Karoli
NCDENR-DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
C I V I L E N G I N E E R I N G • L A N D P L A N N I N G . S U R V E Y I N G
PO Box 14005 • Research Triangle Park, NC 27709 • [phone] • fax [phone]
www.johnrmcadams.com
`T 0`r,
NCDENR
ENVIRONMENT AND NATURAL RE50URCF5
W A 7.4
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NORTH (CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOtTIZ.CES
DIVISION OF WATER QUALITY
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
PROTECTION AND MAINTENANCE OF EXISTING RIPARIAN AREAS
PROJECT # N 1',, ( ' ?1 `? kLI COUNTY DWQ OFFICE
VERSION. NEUSE (15A NCAC 213.0233)
CATAWBA .__(15A NCAC 2B.0243)
O'THEI2. --._---
1(
EXEMPT f)
(DWQ INITIALS)
TAR.-PAMLICO (15A NCAC 2B.0259)
RANDL.EMAN (15A NCAC 2B.0250)
NOT EXEMPT
t
Property Owner's Name
Phone Number (Home) (6 sincss)
Address
City r r1 1s State l - -- - Zip -
(DWQ INITIALS)
i_ .
Project Location (Nearest State Rogdt Nearest Water Body, etc.)
C%` ^
As indicated on attached map initialed by staff on
Description of Propo$ed Project

T-he-proposed project which is to be located and constructed as described above is hereby determined as
(.EXEMPT NOT EXEMPT from compliance of the requirements of the aforementioned rules as it applies to section
- t /1 K J C hA C. - f) . C J'? `t. T This determination does not alleviate the
necessity of your obtaining any other *State, Fed ` ocal authorization.
Property Owner's/Agent's Signature
DWQ Official's Signature
Date of Determination
*This project may require a Section 404/401 Permit or a CAMA Permit for the proposed activity. Inquiries should be directed to the DWQ Central
Office at [phone], Washington Office at [phone], Raleigh Office at [phone], Wilmington Office at [phone], Winston Salem
Office at ([phone], Asheville Office at [phone], Fayetteville Office at [phone], or Mooresville Office at [phone].
Violation noted on site VES ? Af yes, a Notice of Violation will be forwarded from the appropriate regional office.
a9@9NM
MAR s o zoos
min
Office Use Only: YVETIMIDB AND STCOMItm On"
Form Version March 05
USACE Action ID No. DWQ No. 4)W OLD - D D g 3
(If 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: Tar-Pamlico Buffer
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Zimmer Development
Mailing Address: Attn: Mr. Doug Roar
111 Princess Street
Wilmington, NC 28402
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Doug Rohr fdougrohrC_zdc.com1
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: Kevin Yates
Company Affiliation: The John R. McAdams Company
Mailing Address: 2905 Meridian Pkwy
Durham. North Carolina 27713
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: vates johnrmcadams.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Greenville Commercial Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The project is located in
the northwest quadrant of U.S. Hwy. 264 (alternate), and NC Hwy. 11, adjacent to Green's
Mill Branch, in Greenville, Pitt 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): 35.5723 ON -77.4032 °W
6. Property size (acres): 16.2
7. Name of nearest receiving body of water: Unnamed tributary to Greens Mill Branch
River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httj2://h2o.enr.state.nc.us/admin/inaps/.)
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 is currently a retail center for Manufactured Homes
on one side and an abandoned RV camnsround on the other. The area is surrounded by
restaurants and retail centers. The property on the north and west is bordered by an
unnamed tributary to Green's Mill Run.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consist of constructing a commercial center, to include a Cinema, Retail
Shopping and Restaurants. The project will include parking and stormwater collection.
Stormwater management facilites will not impact waters of the U.S.. Traditional equipment
will be : Front-end loader, grader, and earth movers. The construction of the project will not
require 404/401 permits. (see attached plans)
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
a commercial center for the City of Greenville.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this project
(including all prior phases of the same subdivision) in the past, please explain. Include the USACE
Action ID Number, DWQ Project Number, application date, and date permits and certifications were
issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful
information. Describe previously approved wetland, stream and buffer impacts, along with associated
mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior
segments of the same T.I.P. project, along with construction schedules. A Tar-Pamlico buffer
determination was issued by Mr. Kyle Barnes, Washington Field Office of NCDWQ, on May 3, 2005,
showing the subject portion of the property (attached). A jurisdictional determination was issued for the
subject property by Ms. Tracy Wheeler of the USACE on 12/30/2005 (action ID # 2006210348) (Signed
Wetland Delineation Map attached). A meeting with Ms. Cynthia Van Der Weile, DWQ Express
Review Program was held on January 18, 2006, to discuss the proposed buffer impacts.
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 required permits are expected 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.
Page 7 of 13
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:
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
( es/no) Stream
(linear feet) (acres)

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property:
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 Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)

Total Stream Impact (by length and acreage) N/A
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
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Page 8 of 13
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation - N/A
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.):
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. STREAM BUFFER: (see attached attached Stream
Buffer Impacts Map). The entire site was designed to minimize impacts to aquatic resources, while
utilizing the remaining parcel. Please reference the meeting held with Ms. Cynthia Van Der Wiele-
DWO, Brandon Finch - JRM, and myself, on January 18, 2006. There are a total of 18,258 square feet
(sf) (0.42 acre) of buffer impacts for the site, in which the uses are deemed allowable in the table of uses
for the Tar-Pamlico River Basin. ROADWAY IMPACTS (see inset sheet 1): There is 862 sf (0.02)
acre of unavoidable impacts associated with the roadway entrance off of Greenville Blvd. Alternatives
to the proposed layout have been investigated, but each one had significant design flaws which would
prohibit their approval for construction by either the City of Greenville or NCDOT. NCDOT limited
the access points for the property along Greenville Blvd to the point directly across from Mall Drive,
due to safety concerns associated with multiple outlets. The eastern bound lane of Greenville Blvd was
limited to this one ingress point directly across from the existing Mall Drive to the south, which will
require a signal light. The other two outlets on the site will be for ingress and egress for the western
Page 9 of 13
bound lanes of Greenville Blvd, and safe circulation of traffic. Due to the proximity of the stream, there
are proposed buffer impacts of 0.02 acre for the roadway, which is allowable in the table of uses, as
discussed in our meeting anuM 18, 2006. GRADING (see inset sheets: 1-6): Grading is a majority o
the buffer impacts for the site at 17,162 (0.39 acre). A majority of these impacts are associated with
temporary construction impacts for access and the temporary _placement of silt fence site stabilization, as
illustrated on sheets 2-6. Inset sheets 3-5 do have grading impacts associated with the formation of the
berm for the stormwater management facility, which is an allowable use, as discussed in our meeting
January 18, 2006. OVERFLOW DISCHARGE PIPE (see inset sheet 4): Since our January 18, 2006,
meeting the overflow discharge pipe has been re-located to reduce impacts to Zone 1. The original
location impacted approximately 300 sf of Zone 1, the current location only impacts 19 sf of Zone 1 and
234 sf of Zone 2 with pervious rip-rap material. This design was approved in our January 18, 2006
meeting, as an allowable use. This outlet will only be utilized during storm events, and the 1-year storm
will be level spread on the eastern side of the berm, well outside of the buffer. During times of
discharge the stream elevation is expected to be close to the elevation of the overflow discharge
therefore diffusing the flow even further.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.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,
Page 10 of 13
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.
N/A.
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://h2o.enr.state.nc.us/wrp/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
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres):_
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
A
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
Page 1 I of 13
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Tar-Pamlico )? 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 13,775 3 N/A
2 48,332 1.5 N/A
Total 62,107
* 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
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 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.
The oroiect does not reauire a stormwater review by NC DWO, due to the lack of a State 401
permit requirement. However, the storwmater management plan will be reviewed by the City of
Greenville.
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Page 12 of 13
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:
No, this is a commercial and retail site that will be servicing existing residential housing
surrounding the area. The proposed development is currently surrounded by commercial and
residential housing. This development will be replacing an existing retail center with more up-
to-date environmental management practices.
XV.
Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
03
AP? g is t/ent's Signature Bate
(Agent's si ure is valid only if an aut ri Zion letter from the applicant is provided.)
Page 13 of 13
SEE EXHIBIT #2

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ROADWAY ZONE 2 IMPACT AREA: 0.01 AC (428 SF)
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GRADING ZONE 2 IMPACT AREA: 0.05 AC (1,996 SF)
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LM25 104.66' N 01'46'11" W
LM26 60.04' N 16'54'07" E
LM27 32.90' N 00'23'30" E
LM28 63.05' N 23'53'07" E
LM29 49.92' N 11'51'42" E
LM30 45.84' N 21'48'08" E
LM31 27.24' N 46'25'07" E
LM32 24.70' N 11'32'00" W
LM33 39,71' N 32'40'58" E
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LM35 22.44' N 09'28'28" E
LM36 46.97' N 17'03'24" W
LM37 51.40' N 02'08'01" E
LM38 51.75' N 00'00'39" E
LM39 41.93' N 16'43'41" E
LM40 71.78' N 81'29'07" E
LM41 39.71' N 56'36'28" E
LM42 71.69' S 63'16'46" E
LM43 129.20' S 67'14'12" E
LM44 106.32' S 67'13'03" E
LM45 73.48' S 39'20'17" E
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McADAMS ,
This certifies that this copy of this plot identifies as waters of the U.S., or
wetlands, all areas of waters of the U.S., including wetlands, regulated
pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change in the law, or our
published regulations, this determination of Section 404 jurisdiction may be
relied upon for a period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual. AO
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RESEARCH TRIANGLE PARK
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OVERFLOW DISCHARGE PIPE ZONE 2 IMPACT AREA: 0.01 AC (234 SF)
PRE ZIM-055030 THE SHOPPES AT
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GREENVILLE GRANDE COMPANY, INC.
1"=30' BUFFER IMPAC'T'S #4 ENGINEERS/PLANNERS/SURVEYORS
RESEARCH TRIANGLE PARK, NC

3-10-06
GREENVILI.E, NORTH CAROLINA P.O. BOX 14005 ZIP 27709-4005
[phone]
® PROJECT NO. ZIM-05030 THE SHOPPES AT
THE JOHN R. McADAMS
„, FILENAME: ZIMO5030-G1
GREENVILLE GRANDE COMPANY, INC.
> SCALE: 1 "- 30' BUFFER IMPACTS #5
ENGINEERS/PLANNERS/SURVEYORS
RESEARCH PRLINGLE PARK
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STREAM BUFFER IMPACT AREAS: ® ZONE 1 IMPACTS
GRADING ZONE 1 IMPACT AREA: N/A ® ZONE 2 IMPACTS
GRADING ZONE 2 IMPACT AREA: 0.05 AC (2,206 SF)
® ECT N0ZIM-05030 THE SHOPPES AT
THE JOHN R. McADAMS
A
NAME: ZIMOS03O-G1
GREENVILLE GRANDE COMPANY, INC.
LE: 1„- 3 0
BUFFER IMPACTS #6 ENGINEERS/PLANNERS/SURVEYORS
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GREENV=, NORTH CAROLINA P 2
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February 27, 2006
EXPRESS REVIEW ACCEPTANCE LETTER
Zimmer Development
Attn: Mr. Doug Roar
111 Princess Street
Wilmington, NC 28402
Fax #: [phone]
Dear Mr. Roar:
Project Name: Greenville Commercial Site-REVISED
Pitt County
On January 11, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a
request from Kevin Yates,- John. R. • McAdams Company, Inc., regarding a project known as " Greenville
Commercial Site " for acceptance into the Express Review Program. This letter advises you that your project will
be accepted into the Express Review Program once the following items are received:
1) The application fee of $2,000.00 [for the Riparian Buffer Approval services, made payable to the North
Carolina Division of Water Quality];
2) Five (5) complete and collated copies of the PCN Application;
3) One (1) copy of the Addendum;
4) Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
http://h2o.enr.state.ne.us/ncwetlands/appadd5.pdf);
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received. If the impacts are greater than
indicated on the initial interest form and/or the services are different, you may be required to remit an additional
fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Amy Chapman at
919-733-9502 or Cynthia Van Der Wiele at 919-715-3473.
S
'YV incerely
li'4 T ?`? s
Cyndi Karo y?anager
401/Express Review Oversite Unit
CBK/asc
cc: DWQ Washington Regional Office
File copy
Central Files
Kevin Yates, John R. McAdams Company, Inc., 2905 Meridian Parkway; Durham, NC 27713
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://li2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
nehCaro
N ina
NatuCallf
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
O?O? \ NA I$- 9?G
7
Olii? Y
January 11, 2006
EXPRESS REVIEW ACCEPTANCE LETTER
Zimmer Development
Attn: Mr. Doug Roar
111 Princess Street
Wilmington, NC 28402
Fax #: [phone]
Project Name: Greenville Commercial Site
Pitt County
On January 11, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a
request from Kevin Yates, John. R. McAdams Company, Inc., regarding a project known as " Greenville
Commercial Site " for acceptance into the Express Review Program. This letter advises you that your project will
be accepted into the Express Review Program once the following items are received:
1) The application fee of $4,000.00 [for 401 Water Quality Certification and Riparian Buffer Approval
services, made payable to the North Carolina Division of Water Quality];
2) Five (5) complete and collated copies of the PCN Application;
3) One (1) copy of the Addendum;
4) Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
http://h2o.enr.state.nc.us/ncwetlands/appadd5.pdf);
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received. If the impacts are greater than
indicated on the initial interest form and/or the services are different, you may be required to remit an additional
fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Amy Chapman at
919-733-9502 or Cynthia Van Der Wiele at 919-715-3473.
Sincerely, j ,
Cyndi Karoly, Manager
401/Express Review Oversite Unit
CBK/asc
cc: DWQ Washington Regional Office
File copy
Central Files
Kevin Yates, John R. McAdams Company, Inc., 2905 Meridian Parkway; Durham, NC 27713
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: hqp://h2o.enr.state.nc.us/ncwetlands
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
N?on?e nnCaro 'na
JVa, ung,
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Zimmer-Greenville Commercial Site
Subject: Zimmer-Greenville Commercial Site
From: "Yates, Kevin" <[e-mail]>
Date: Fri, 24 Feb 2006 15:24:27 -0500
To: "Amy. [e-mail]" <amy. chapman@ncmail. net>
CC: "Cynthia F Van Der Wiele" <[e-mail]>
Amy,
Per our conversation yesterday, Zimmer will only be applying for stream buffer impacts associated with the
Greenville Commercial Site. Attached is the original Express Review acceptance letter for a 401 and buffer
impacts. We are applying only for Riparian Buffer Impact Approval which would be $2,000. Could you resend the
acceptance letter to reflect this change in scope.
Thank You,
Kevin
Kevin Yates
Sr. Environmental/Wetlands Scientist
THE JOHN R. McADAMS COMPANY, INC.
2905 Meridian Parkway
Durham, NC 27713
919-361-5000 RTP, NC Office
704-527-0800 Charlotte, NC Office
yates(aj ohnrmcadams. com
The John R. McAdams Company, Inc. provides a unique collection of land development design services
including land planning, zoning administration and permitting, surveying, site engineering, contract
administration, landscape architecture, stormwater management, and traffic engineering. McAdams has
offices in Durham and Charlotte, North Carolina. For more information, visit www.johnrmcadams.com
McADAMS COMPANY: Assisting our clients to have successful projects for over 25 years.
Content-Description: DWQ acceptantce letter.pdf
DWQ acceptantce letter.pdf Content-Type: application/octet-stream
Content-Encoding: base64
1 of 1 2/27/2006 7:31 AM
14
,16 0083
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004 R@
Version 3 JAN 1 1 2006
DENR - WATER QUALITY
Applicant Name: Zimmer Development Attn: Doug Roar WETLANDS AND STORMWATER BRANCH
Applicant Address: 111 Princess Street
Wilmington NC 28402
Applicant's phone number: [phone]
Fax number: [phone]
Applicant's email address: Doug Rohr fdougrohr anzdc com)
Consultant Name (if applicable):
The John R McAdams Company, Attn: Kevin Yates
Consultant address (if applicable): 2905 Meridian Parkway
Durham NC 27713
Consultant's phone number: [phone]
Fax number: [phone]
Consultant's email address: , Yates ainhnrmcadams.com
Type of action requested under the Express Review Program (check all that apply):
401 Water Quality Certification ? Stream Origin Determination
? Isolated Wetland Permit # of Determinations Requested
Riparian Buffer Approval ? Intermittent/Perennial Determination
Stormwater Management Plan # of Determinations Requested
? Mitigation Plan
? Stream . Wetland Buffers (check all appropriate)
Name of Project: Greenville Commercial Site County: Pitt
Total project acreage: 16.2 (acres) Total built out impervious area: 13.8 (acres)
Nearest named stream (from USGS topo map):Green Mill's Run
Please provide a brief description of this project (attach site plan if available):
The proposed project consist of constructing a commercial retail center with movie theatre. The proiect will have a
movie theater, with accompanying retail stores stormwater collection and parking Traditional equipment will be
used such as front-end loaders graders and earth movers -
Please attach a map of site location using USGS 1:24,000 map and county soil survey.

Location of project site - please include reference to the county, nearest name town and highway number:
The project is located in the northwest quadrant of U.S. Hwy. 264 (alternate), and NC Hwy. 11, adjacent to Green's
Mill Branch . in Greenville Pitt County. North Carolina. _
Proposed impacts:
Acres of 404 wetlands:0.06 acre
Acres of isolated wetlands:
Linear feet of streams: N/A
Linear feet of isolated streams: N/A
Square feet of protected stream buffers:-.20 acre disturbed
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones.Yes, I was invited to attend the wetland functional assessment methodology workshop headed by John
Dorney. As well I have attended numerous USACE sponsored training sessions, as a former employee.
Has any DWQ staff visited the site? yes , if yes, please provide DWQ staff name, Mr. Kyle Barnes and
date of visit: 05/03/2005 (see attached buffer determination letter).
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
U.S. Army Corps of Engineers - 404 permit; Sedimentation and Erosion Control - City of Greenville
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No.
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No.
Does this project require approval of a Variance from the NC Environmental Management Commission? No.
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
This form must be submitted via email (c/o 401expressancmaii.net), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2
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4 ¦ Complete Items 1, 2, and 3. Also complete
item 4 If Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Zimmer Development
Attn: Mr. Doug Roar
111 Princess Street
Wilmington,NC 28402
5 DWQ# 06-0083-Pitt
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? Agent +
? Addressee
(Printed Name) c.
D. Is delivery address different from item 17 u 7e:
If YES, enter delivery address below: ? No
3. Service Type
? Certified mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Dansfer from service labeq 7005 1160 0000 9954 6023 j
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
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NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

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O z
w O
GRADING LEGEND W I~1 a W
~E
~ FLARED END SECTION STORM DRAINAGE 0 BU ~MPA .7 eRFaS• W
Q t0 - • • • • - STORM SERVICE LINE ROADWAY ZONE 1 IMPACT
a ~ CATCH BASIN AREA: 0.01 AC (434 SF) ROADWAY ZONE 2 IMPACT AREA: 0.01 AC (428 SF)
~ -RD-RD-RD- ROOF DRAIN, 8' ADS ~ DROP INLET NON-PERFORATED TUBING OR c~ z
N EQUAL 1.0% IIIN. SLOPE 3' 19N. GRADING ZONE 1 IMPACT AREA: 0.03 AC (1,152 SF)
n ¦ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN GRADING ZONE 2 IMPACT AREA: 0.36 AC (15,943 SF)
" TRAFFIC AREAS ~ OVERFLOW DISCHARGE PIPE ZONE 1 IMPACT AREA:.0004 AC (19 SF) 0 c~
STORM SERVICE ROOF-DRAIN _ _ - OVERFLOW DISCHARGE PIPE ZONE 2 IMPACT AREA:.01 AC (234 SF N SF SF -SF TREE PROTECTION )
o TOTAL ZONE 1 IMPACT AREA: 0.04 AC 1
o O STORM MANHOLE LD LD LIMITS OF DISTURBANCE (,653 SF) TOTAL ZONE 2 IMPACT AREA. 0.38 AC (16,605 SF)
0
N DRAINAGE FLOW ARROW WOODED AREA 250
~ 10' CONTOUR
w N LINE BREAK SYMBOL 252 ~ 2' CONTOUR PROJECT N0. ZIM-05030
~ 250.50 T P _______250_______ 0 & BOTTOM CURB ELEVATIONS EXISTING 10' CONTOUR m 250.00 252 ZIM05030-G1
N EXISTING 2' CONTOUR
r TW=223.00-TOP OF WALL ELEVATION X w BW=213.00-RnTTn~ ~F wai i Fi FvennN - - - - - EASEMENT LJNE N~~' DESIGNED BY: BG
SEE ATTACHED APPROVED EROSION
C (NOTE: BOTTOM OF WALL IS GROUND N CONTROL PLANS FOR ESTABLISHED DRAWN BY: LS
ELEVATION NOT WALL FOUNDATION) EROSION CONTROL MEASURES THAT SCAM: NEED TO BE MAINTAINED GRAPHIC S 1 =60
HANDICAP AREA o (2% MAX. SLOPE) THROUGHOUT CONSTRUCTION AS CALF
+250.60 SPOT ELEVATION 60 0 30 60 120 DATE: 03-31-06 NEEDED.
SHEET NO.
N I inch = 60 ft. 4 OF 12 12
U N 0
FINAL DRAWING - JiMcADAMS NOT RELEASED FOR CONSTRUCTION

4 LINE TABLE ~ f ~ f
LINE LENGTH BEARING '
~ 1 ~ f ~ . LR1 57.11 / N28'12'38"W
LR2 106.06 ~ ~ N03'07 23 E EXISTING ` t
LR3 79.90 N18'36'40"E SEWER LR4 33.19 N30'24'16"E ~ • A
LR5 33.73 N12'22'27"E ~ 1
t LR6 17.92 N4T20'20"E t c~
LR7 17.56 N04'22'02"E ~ , , 5
~ LR8 21.10 N18'54'36"E a o
LR9 44.10 N28'15'03"E ~ LR10 30.84 ~ ~ ~ ~ ,f, w z ~
LR11 17.18 N15'S9'04"E ' , , ~ ~ , ;5.....,,,~? ~ ~ ~
LR12 34.48 N0T29'31"E ' ~ „ ~ UT TO GREENS ~ r ~ a r.
. ~ " ` a ~ MILL RUN LR13 41.25 N2212 37 E ~ <a~ ~ d~ a
LR14 23.26 JF•J• N142759 W • ~?pM . _ ACk Q a a w
LR15 40.20 N05'1 T11 "E F ~ - ~ . i~ LR16 28.28 N02'S2'01"E ~N ~ . z ~
LR17 34.93 N02'14'37"W ~ ~ ~ . ; 50' STREAM BUFFER l a r R ~ > , f z Z
LR18 73.31 NiT50'59"E FACT ~ ~ (MEASURED 50' FROM TOP L ~ ~ ~ O OM TOP ~ w,, W ~ O O
3 ~ OF BANK, EACH SIDE) LR19 141.62 S66'15'14"E i, ) p w _ E C4 a O O ~ ~ \ F dl ~ O
LR20 66.99 N78'2T15"E LR21 23.90 N63'02'58"E ~ ~ ' _ _ ~ ~
13.36 N87'32'36"E l.(-c~ . i w ~~o '4 w a o ~
LR23 26.00 S51'43'S7"E ~ i " ~ \ ~ d oa z w
LM24 56.85 N38'4T22"W w ~ . ~ ~ i, ~ ~ ~ ~ ~ ~
~i \ LM25 104.66 N01'46'11"W ~ z w w a a
LM26 60.04 N16 54'07"E LM27 32.90 N00'23'30"E ~ ~ ~ LL~y, 4
~ LM28 63.05 N23'S3'07"E r„ ,
UT TO GREENS LM29 49.92 N11'S1'42"E X~,` w ~ MILL RUN \ 't~ ~o`~ CAR ~ .
LM30 45.84 N21'48'08"E ~ • \ f t~•~ ~ ; ~ 0 9 : ~ ti .
LM31 27.24 r' r`' 0 \ ~ x SEAL _
LM32 24.70 N11'32'00"W LM33 .71 ~ w . 39 N32'40'58"E ~ 4 22630 -
a~ ~ ~ LM34 21.23 N05 39 56 W r ~y'•;F v:
LM35 22.44 N09'28'28"E ; • .;e • ~e.: ';'l ••~G ~ NE~: ~ ~i a
LM36 46.97 N1 T03'24"W ~ ~ ~ ~ ~ . ~.,qy•.
LM37 51.40 N02'08'Ot"E • • r p LM38 51.75 N00'00'39"E e. " //11111111, ~ \ p ~ ~
LM39 41 ~ .93 N16,43'41"E ~•'sES I ~ ~ , ` 0 UYITS OF
LM40 129.27 S714T43"E 2 • _
LM41 71.78 N81'29'07"E .
LM42 39.71 N 56 36 28 E r ~ , sty 'a f~ STORMWATER
LM43 71.69 S63'16'46"E ~ ~ ! ~ ` \ FACILITY
WA • r , t ~ ~ I \
~ / ~ \ ~ - ~V ~ /
' ~ ~ \ 1\ ~ \i ~ ~ ~ `1?
_ xr.,....r.~.~..,,
SILT FENCE - n F; ( ^ .~_i f ~0 .t ~ FES-
~ ~ - - z
- ~ o °'~_k
SILT FENCE r ~ - n OUTLET (TYP.) Vl H
IE~iPORARY INLET ° ~ W 0 `
-1
~
_ ~ ~ _ _ w F ~ ~2. r ~ ,
4'~~ ~ ~ V'
~5 z ao
1 1 J F • W z
73 w ~ ~v z a~w
. ! G~ aw~~
73 ~ ~loao ~ a r~ m ~~m
I ~ W ~ U t, . W W UI ~
• - ~ ~ W co
7 + Qw. ~ 3 F W w~a~`
EXISTING I ~Fzo.. A d.. c iw a a z
SEWER _ , ~ a ~ ~ ~ f~ w z
t ?-f W O o a
"'a3,- o .1 ~ . W •W ~ w
t" ~ ~ - ~ , 72:5 ~ U~ ' a z a~ ~
~ - r . W,, -a.. d' i ~ ~ x ~ x
a s a w N
_ a , 4 I w., ~3 O
...M ~ 1_
_ ~ °M---- ~ m. ~ _
_ 1 ~ _ a w. w 50' S u~
6 _
~ ,mow„
~ V~
. ~ _ ~ sF ~
'a'te,,.. _ ,
' a
I -"-r.. M. ..,....,ti...
x pG w. g, rd r, . 0
wc. .,,..a...,.q_...,, ^~.w--. . m
T - .....~._r..
~ _ ~ a
_ . w
ow z
w
GRADING LEGEND 1~1
W
FLARED END SECTION STORK DRANAGE TOTAL STREAM BUFFER IMPACT AREAS:
- • • • • - STORM SERNCE LINE ROADWAY ZONE 1 IMPACT AREA: 0.01 AC (434 SF) D C~
~ CATCH BASIN ROADWAY ZONE 2 IMPACT AREA: 0.01 AC (428 SF) 0
-RD-RD-RD- ROOF DRAM, 8" ADS ~ DROP INLET NON-PERFORATED IU~IG OR GRADING ZONE 1 IMPACT AREA: 0.03 AC (1,152 SF) Mq
EQUAL 1.OX MIN. SLOPE 3' MIN. GRADING ZONE 2 IMPACT AREA: 0.36 AC (15,943 SF) R 3~
¦ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN ~~a O . s ~r in
TRAFFIC AREAS OVERFLOW DISCHARGE PIPE ZONE i IMPACT AREA:.0004 AC (19 SF) ~ ~
• STORM SERVICE ROOF-DRAIN OVERFLOW DISCHARGE PIPE ZONE 2 IMPACT AREA:.01 AC (234 SF) -SF-SF-SF- TREE PROTECTION ~ ~
TOTAL ZONE 1 IMPACT AREA: 0.04 AC (1,653 SF)
Q STORM MANHOLE LD LD LIMITS OF DISTURBANCE TOTAL ZONE 2 IMPACT AREA: 0.38 AC (16,605 SF)
WOODED AREA DRAINAGE FLOW ARROW
250 10' CONTOUR
N LINE BREAK SYMBOL 252 , PRO76CT N0. ZIM-05030
2 CONTOUR
250.50 TOP _______250_______ EXISTMIG 10' CONTOUR 250.00 & BOTTOM CURB ELEVATIONS ZIM05030-G1
-------252_____-- EXISTING Y CONTOUR DESIGNED BY: B{7`
~ rw-~~i nn_rno nr wni i n nrnTrn~i SEE A1TAf~D APPRdVE~ FRaslc~u ~X-~'~ _
~ . -~wwv ~ ~ rrn'~ ~ALL~~ rn nvi~ BW=213.00-BOTTOM OF W ELEVATION - - - - - EASEMENT LINE CONTROL PLANS FOR ESTABLISHED D Lp - v F,'3 °M°•° LS
(NOTE: BOTTOM OF WALL IS GROUND EROSION CONTROL MEASURES THAT SCALE:
ELEVATION NOT WALL FOUNDATION) HAWCAP AREA NEED TO BE MAINTAINED 1"=60' GRAPHIC SCALE THROUGHOUT cONSTRIxnON AS DATE: 02-17-06
(2X MAX SLOPE) NET~EED 60 0 30 60 1I
+250.60 SPOT ELEVATION SHEEP NO.
1 inch = 60 ft. 4 OF 12
McADAMS FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

-
W 1
` I /
4
t~ ~ LINE TABLE t + ~
r LINE LENGTH BEARING A
LR1 57.11 N2 '1 ' "W
Ofi.06 "E EXISTING ~ LR2 1 N03'07 23 ~ ~ V •
79.90 1 '36'40"E ~ ~ LR3 N 1~ I I " 1 ~ j ,
LR4 33.19 N30 2416 , " a LR5 33.73 N12'22 27 E ' V ~ ~ • ~ Q
l LR6 17.92 N4T20'20"E ~ , Q Q ~ ~ ~ V
" ~ ~ LR7 17.56 N04'2 02 E ~ . w zl ~ v~
LR8 21.10 Ni 8'54'36"E : _ r ' _ . - - _ _ ~ x • o ~
LR9 44 N2815 03 I ~ \ dN
LR10 30.84 N44'1514 ' ` - . ~ ~ 6 , " ~ •s, r,,• - ~ i UT TO GREEWS LR11 17.18 N15 59 04 E ~ " ~ = ~ ~ RUId ~ ~ a
qt,,,~ ~ ~R 2 , MILL LR12 34.48 N0T29'31"E ~ , Q,„ r. O x W ~N
LR13 41.25 N22'12'31"E ; ~'"..:SFJ'e r 0 ~ z c~
LR14 23.26 14'2159"W ,~~;'o ~ F ~ . ! . . i ~ ~ o
LR15 0 N05'1711 ~ . - ~ i VA . " -~~~p"~~• ~ 50' STREAM BUFFER FFER - . , p,, GY, O O
LR16 28.28 02 52 1 E ' ~ 1~ ~ ~ ~ , , ~ A ( ~r" (MEASURED 50 FROM TOP LR17 34.93 NO '14'37"W ~ FROM 1'OP 0 \
ACIW ~ ~ ~ ~ r OF BANK, EACW SIDE) r LR18 73.31 N1T5059 E ~ ~ ~i SIDE _ - ` rn r+ 1 't ! Q'i ~w ~ C-'
~ ~ • 3 LR19 141.62 S66'15'14"E T;; ~ ~ t£ ! W ~O~
LR20 66.99 N7 '2715 E 9r i t _ ' , 1 ~ ! z d °~T Wy y( V+
1 23.90 N63'0258E LR2 # >r I ~ - / 'bw. •
LR22 13.36 N8T3 36 E ~ ~ ~ ~ LR23 26.00 S51'43'57"E ~ mil/ ~ ' ~ w xa~..
LM24 56.85 3 '47 W M Y~, '1~p11I I111!/I
1 " } LM25 104.66 NOi'4611 W , , BAR 0~
LM26 60.04 N16'S4'07"E
32.90 '30"E LM27 N00 23 ` ~;9 . r" ~ ~ ; ~"~.x . Q
LM28 63.05 N 3'53'07"E UT TO (;KEENS " LM29 49.92 11'51 42 E MILL RUN SEAL ~ x
LM30 45.84 N 1' '0 "E f~ - 22630
LM31 27.24 N46'25'07" ~y'~.,F Q r, ~ ~ .,H~ ~ NEB;,,
LM32 24.70 N11'32'00"W l
9.71 , 8"E w LM33 3 N32 40 5 M , " 21.23 '39 56 W 7 LM34 N 5 , qM T. DO o' I ~ ~ ~'!Ilnnnl?I~'~
ka... c LM35 22.`44 N09'28'28"E ~ ~ ~ \ \ 1
. LM36 46.97 N1T03'2 "W - . • S 1 ~ ` l '
LM37 51.40 N02'08' 1 "E / LINMTS OF ' 1
LM36 51. N00'00 39 E _ ~
LM39 41.93 Ni6'43'41"E ~I 129.27 71'4143"E ~ LM40 S Z ~ ~ r- ~ e,,~ ST~FCMWIATER ~
i 1 " LM41 71.78 N81'29 07 E ~ ~ FAiCWTY ~ ~ x~
~ LM42 39.71 N56'36'28"E ~ IMA ~~t . r
1 " i, LM43 71.69 S63'16 46 E ~ ~ I t\ ~ r i ~ ~ . x.
~ _s
~ ~ ~ r
i 1 ! I
~ ~ ui ~ n FES- ~ ~ ~ s z I
SILT FENCE ~ ~ o p N .r.. ~ `k,.
1' r
TEf~P~RY INLET ~ ~ W ~ ~ ~ x ~ i a~"
SILT FENCE ~ "7 ~ i OUTLET (T1'P.)
~~µ~.N i
~ ~ ' . ~ _ _ {
72. 1 o ~ ~
~ ~ Z ~ ~
`I . ~ ` _ ~ 4.....,,.._.... w ~
~ ~ H z t ~w
1 ~ ~ ,3 ~ 73 p., a w ~
~ ~ ~F ~ m
~ M ~ ~ ~ ~ Wry " i ~
I ~ A~~~, a a Z wH _ ~~~i F ..,.E f
~ - it , z
A Q~`azo
;5~~ I a ~ ~ ~t~ . ~ I GY w x
~~~.y 1-1 { O o ~ ~ a ~ ~ ~~~H
EXISTING SEWER r j` ~ ~ ~ w
u. ~w _ ~ W ~!~4b,, ~i H
, _ ~ - ~ CK - ~ w r ~ + a
x,' w R s a ~
w. ~ ' ~ o
4~.~_ ~ ~ ' _ _ t
w..- - -
w.. - _ _ sue,
1 ~1:~, -
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~ _ ~ MAR 0 2006
3
w~, DENR -WATER QUALITY . ar MID STOR#IWATER BRANCH
~.ti.~ ~ ~ ~ .s,.~ ~ ,
w._
~ - ~ , j _w -
~ ~ ry W~~_ _ ~W_ - _ - - ~,.,..n~.
- .~_y. Q i w,,..-.M-.---......,~ ~ .
may- „v,.e,,, :.e..awv .....,w`
i w.... r ?~w `moo... ,.....~u....~vwu,~
..w.,.....,+..,.... ......,.r.,,~.~
aw::~i {~INy~ ~ ~ Npw.""'t na ....n
a...w n~ yQy
•
GRADING LEGEND
NAGE rnrei sTR x~ BUFFER IMPACT AREAS: FLARED END SECTION STRAM ~
- • • - STQIr SERVICE LNE ROADWAY ZONE 1 IMPACT AREA: 0.01 AC (434 SF)
ROADWAY ZONE 2 AiPACT AREA: 0.01 AC (428 Sf) r CATCH BASIN RDA pWN, 8" A06
-RD-RD-RD- NQI-/ERFORATED TUBING. OR GRADING ZONE 1 A~'ACT AREA: 0.03 AC (1,152 SF)
DROP INLET EGWIL 1,OX MIN, SLOPE 3' Mql. GRADING ZONE 2 AIIPACT AREA: 0.38 AC (15,943 SF) _"f •
COVE PVC SCHEOIA.E 40 IN ¦ STORM SERVICE INLET A OVERFLOW DISCHARGE PIPE ZONE 1 IMPACT AREA:.0004 AC (19 SF7
TRAFFIC ARE S OVERFLOW DI9giARGE PIPE ZONE 2 IMPACT AREA:.01 AC (234 SF)
• STORM SERVICE ROOF-DRAIN - TREE PlIOTECTION ,
~ TOTAL ZONE 1 IMPACT AREA. 0.04 AC (1,653 SF)
LD LD LIMITS OF DISTURBANCE TOTAL ZONE 2 IMPACT AREA: 0.38 AC (16,605 SF) © STORM MANHOLE
WOODED AREA PROJECT N0. ZIM-05030
DRAINAGE FLOW ARROW
250 to' CONTOUR ZIM05030-G1
rv LINE BREAK SYMBOL 252 2' CONTOUR DESIGNED BY: BG
-____--250-____-- E>uSTrhG 10' CONTOUR ED DRA1<N BY: ~S ;Y~ 9Ff IQ'gf~flED APW`[~1Y
TOP & BOTTOM CURB ELEVATIONS _ _ _ ~r~rr w ...,r.. rxw rn .l.~\
EXISTING 2' CON7MW %AMH1HL MArva run nai umwm 1"=60'
TW-223.00-TOP OF WALL ELEVATION EASEIM:NT LINE RIM I1A CONTROL MEASU TW SCALE; Im YO K M41wU NED GRAPHIC SCALE DATE:
BW-213.00-BOTTOM OF WALL ELEVATION Tl IT CONSTRUCM" AS 02-17-06 so o 30 so 120
(NOTE: BOTTOM OF WALL IS GROUND h~. SHEET NO. womw 4 OF 122
ELEVATION NOT WALL FOUNDATION) IW0ICAp AREA (2X MAX. SLOPE) 1 inch = 60 It
+250.60 SPOT ELEVATION
JiMcADAMS
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION