20050306 Ver 1_Complete File_20050602

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Certificate of Cora i.etion
C. Vt/ vz
DWQ Project-No.: Count
y e? -
Applicant:

Project Name: ( c
Ay,
Date of rsstu=ce of 401 Water Quality Certification;
Upon completion of all work approved within the 401 Water Quality (Certification and Buffer R.ulea, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1650 Mail Servieo Center, Raloi63, NC, 27699-1650. This form may be
returned to DWQ by the applicant, the applieaz is authorized agent, or the projeet engineer. It is not
necessary to sand certificates from all of these.
Applicant's Cen'{fcatio-
X, , hczeby sta .tflat, to O-e best of my abi.titics, due care and
diligence was used in the observation 'of the•oonstruction sucktl4t the constractiont w9A observed to be built
within substantial compliance and intent of the 401 Water Qui6y' Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certifr?cadotc
X, A\ laczeby state that, to the best of my abilities, due care and
diligence was used'in the observation of the construction such that the construction seas observed to bo built
within substarxtial cotbplianee and intent of the 401 Water.Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: f? Dater
If this project was designed by a Cert{ fled Professional
z, D ass duly registerodl Frofessional EFn ,_ (i.b.,
Engeer, antdlecape Architect, Surveyor, etc.) in the Stata'of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of tlae project, fc:r the Permittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance acid intent'of the 401 Water Quality
Certification-and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Registration No
o8g 2 Z- Date: 10 O r
LPOdL p
Q
.D
0 C T 1 8 2005
DEfJR - YJATER QUALITY
V,7E MDS k4D STOR6AYATER BRANCH
OF WATER Michael F. Easley, Governor
?O? pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> Alan W. Klimek P.E., Director
p Division ot? Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 2, 2005 `r"' " " U
Charles Perry JUN 1 U 2005 eA ba 7 (n
P.O. Box 11046 DENR - WATER QUALITY
Southport, NC 28461 1'®r W%''DSN;DSTOri:f,VAmRBRAXH
SUBJECT: Approval of 401 Water Quality Certification
and Additional Conditions
Charles Perry Travel Lift
DWQ Project #-050--144-
Brunswick County
Dear Mr. Perry:
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located on your property at 3600 Old Bridge Road (NCSR 1210), just east of the Oak
Island bridge, in Brunswick County. This approval allows you to:
1. Fill 0.02 acre (860 sq ft) of coastal/404/401 mixed wetlands to bulkhead area for a commercial
pier.
This approval is only valid for the purpose and design that you described in your CAMA Major
application received by the Division of Water Quality (DWQ) Wilmington regional Office (WiRO) on
January 27, 2005 and revised and received by DWQ in the Wilmington Regional Office on May 24, 2005.
After reviewing your application, we have determined that General Water Quality Certification Number
3400 covers this activity. This Certification can also be found on line at:
http://h2o.enr.state.nc.tis/newetlands/certs.html. This Certification allows you to use your CAMA Permit
when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional
Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations, NPDES and Coastal
Stormwater. In addition, this approval will expire when the accompanying CAMA Permit expires
unless otherwise specified in the General Certification.
This approval is 'only valid for the purpose and design that you described in your completed CAMA
Major Permit application received as complete by the Division of Coastal Management (DCM) on January
21, 2005 and revised and received by DCM on May 12, 2005. If you change or modify your project, you
must notify the Division (DWQ) in writing and you may be required to send us a new application for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 1SA
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the
attached certification and the additional conditions listed on the following page:
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] one
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Nawrally
Page Two
Charles Perry
Project # 050244
June 2, 2005
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and a copy to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
2. No excavation and no spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint,of the impacts depicted in the CAMA Major Application. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur.
Please notify this Office at the number listed below if any problem arises during the
construction of the project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #050244 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Edward Beck at 910-79637215:
Sincere ,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachments: GC # 3400
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
401 Oversite Unit, Raleigh - Cyndi Karoly
CAMA - Jason Dail
CAMA - Doug Huggett
CAMA - Jim Gregson
Consultant 7 Brent Manning
WiRO
o?o? war11?
co ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 7, 2005
W & W Partners
1000 Darrington Drive, Suite 105
Cary, NC 27513
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0306
County: Wake
Subject Property: Weston Manor
UT to Crabtree Creek [03-04-02, 27-33, B NSW (nutrient sensitive)]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B .0233) Authorization Certificate
Dear Sir or Madam:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to
impact approximately 1,738 ft2 of Zone 1 and 950 ft2 of Zone 2 of the protected riparian buffers for the
purpose of constructing the sanitary sewer line at the subject property as described within your
application dated February 17, 2005 and all additional information submitted and received by the
Division of Water Quality on April 12, 2005. 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 the property is sold,
the new owner must be given a copy of this authorization and approval letter and is thereby responsible
for complying with all conditions. This approval requires you to follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
nits Plan Location or Reference
Buffers 2,688 (square ft.) Sheet 2 of 2
2. Diffuse Flow
An additional condition is that 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 213 .0233(5).
401 Wetlands Certification 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
No One
Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
W & W Partners
Page 2 of 2
6/7/05
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233.
4. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
5. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director fora decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. `This Authorization Certificate shall
expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call [phone].
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
AWK/dae
Enclosures: Certificate of Completion
Sincerely,
i
/ Al W. Klimek, P.E.
cc: DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Walter Cole-S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 050306WestonManor(Wake)buffer only
Environmental Consultants, PA
Road • Raleigh; North Carolina 27614 • Phone: [phone] • Fax: [phone]
April 12, 2005
NCDENR-DWQ
Attn: Mr. Cyndi Karoly
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Respond to NC-DWQ Request for Additional Information
W & W Partners Inc. - Norwell Boulevard Property
Cary Township, Wake County, North Carolina
NCDWQ#: 05-0306 S&EC Project #: 7297.W1
Dear Ms. Karoly,
19 @C-a. 12 0 W [g 0
APR 1 2 2005
V'-rTW-DS A D STORkIWATER RAIXH
The purpose of this letter is to respond to NC-DWQ's request for more information regarding the
abovementioned project.
First, we erroneously provided the wrong buffer determination letter and we have enclosed the right one
with this letter, and in e-mail response to Eric Kulz.
Second, as noted in our original cover letter and PCN, the two stream channels being impacted by the
proposed sewer line are perennial, not intermittent as stated in your letter. The intermittent, unimportant
channel on property that is not buffered, is being impacted by a stormwater pond under previous
application NWP 18, of which a courtesy copy was provided to you. A copy of the approval from the
USACE for the MVP 18 has been enclosed.
Finally, the project engineer at Gileece & Associates informed us that the actual percent impervious for this
project will be 22.2% not the 31.9% stated on the PCN which was accidentally left on the PCN from a
previous application.
Please call if you require any additional information or have any questions.
Sincerely,
Walter Cole
NC Licensed Soil Scientist
Wetland Scientist
Attachments:
1. Correct NCDWQ Buffer Determination Letter
2. USACE NWP 18 Approval
Charlotte Office: Greensboro Office:
236 LcPhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Eric,
Re: Weston Manor
In response to your voice mail I checked the buffer letter that was attached to the NWP 12
application and it is indeed for an adjacent property, not the one in the permit application.
However we did meet the DWQ on Nov 24, 2003 to make buffer determinations on the property
to the east of Norwell Blvd. (NBRRO 04-060). 1 have attached the correct buffer letter. This
should clear things up. Please contact me if you have any questions.
Thanks,
Chris Flowers
Soil & Environmental Consultants, PA
919-846-5900
This electronic communication, including all attachments, is intended only for the named
addressee (s) and may contain confidential information. This electronic communication
may not have passed through our standard review/quality control process. Design data
and recommendations included herein are provided as a matter of convenience and
should not be used for final design. Rely only on final, hardcopy materials bearing the
consultant's original signature and seal. If you are not the named addressee (s), any use,
dissemination, distribution or copying of this communication is prohibited. If you have
received this electronic communication in error, please notify the sender by return e-mail
and delete the original communication from your system. Thank you.
State of North Carolina
Department of Environment ® •
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor NCDENR
William G. (Bill) Ross Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURc Es
Division of Water Quality
January 29, 2004
Sean Clark
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin Buffer Rules
NBRRO 04-060
HRLP Florida Site
S&EC #8032.W l
Cary, Wake County, NC
Dear Mr. Clark:
On November 24, 2003, 1 conducted a site visit of feature A involved in the above
referenced project as identified on the attached figures 1 and 2. It was determined that the features
shown on the Wake County Soil Survey, but absent on the USGS Cary, NC Quad map could
potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters
Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code
T15A: 02B.0233 (NCAC.0233).
The Division of Water Quality (DWQ) has determined that the surface water labeled
as "A" on the attached maps is subject to the Neuse Buffer Rule. Feature A has been
delineated and flagged, its origin is identified as #S1. Additional feature located off property
in the Northeast corner, is not subject. This feature and its associated buffers should be
identified on any future plans for this property. The owner (or future owners) should notify the DWQ
(and other relevant agencies) of this decision in any future correspondences concerning this
property. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing, c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-2260.
Individuals that dispute a determination by the DWQ or Delegated Local Authority that
"exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must act
within sixty (60) days of the date that you receive this letter. Applicants are hereby notified that the
sixty (60) day statutory appeal time does not start until the affected party (including downstream and
adjacent landowners) is notified of this decision. DWQ recommends that the applicant conducts
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
HRLP Florida Site
page 2
this notification in order to be certain that third party appeals are made in a timely manner. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
determination is final and binding unless you ask for a hearing within sixty (60) days.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to 401 Water Quality Certifications, wetlands and other impacts to "waters of the state",
please contact the Central Office at 733-1786. (Note: if a 401 Water Quality Certification is needed,
please be reminded not to begin your project until the certification has been received.) Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards

Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX[phone]
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LEGEND:
WATERS OF THE U.S. SUBJECT TO THE NEUSE RIVER 50 ft. BUFFERS
r [ i.e., intermittent or perennial streams; must be confirmed by DWQ]
= WATERS OF THE U.S., NOT SUBJECT TO THE NEUSE RIVER 50 ft. BUFFERS
r.' [must be confirmed by the USACE]
® = S&EC FLAG DENOTING THE STARTING POINT OF THE NEUSE BUFFERS
[as confirmed by DWQ on 11124/031
/f49 = JURISDICTIONAL WETLANDS [must be confirmed by the USACE]
= BOUNDARY OF EVALUATED AREA
NOTE TO SURV]
All stream channels on V
starting at and extending
bends should be surveye
each surveyed point.
EYOR:
le property should be surveyed in their entirety,
downstream of the S&EC flagged "start point." All
I and the stream width either shown or noted at
l
Mops and detoboses ore public Information supplied Project: HRLP Florida Site / S&EC Project #8032 W1
by valour government ogenNes. The author and/or L R?
NE
U
suer of the software program ore ;n no way M V
Preliminary Wetland Approximation
respons'bie or Geble for the information depleted Suitable for Preliminary Planning Only
herein. Inquiries concerning the data should be 0 203 407 610 613 S&EC reserves the right to modify this map based on more fieldwork,
directed to the appropriate government agency. surveyed delineations and any other additional information.
Sco a in Feel Approximations were mapped using topographic maps and ground truthing.
If these areas are to be used, they must be approved and
Permitted by the U.S. Army Corps of Engineers.
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200421545 County:

GENERAL PERAHT (REGIONAL AND NATIONWIDE) VERIM
Property Owner: W&W Partners
Mailing Address: 1000 Darington Drive, Suite 105
Cary, North Carolina 27513 Telephone No.: (919)
Authorized Agent: Soil & Environmental Consultants, Inc.
[ON, - =
APR - b 2005
Attn: Walter Cole
Mailing Address: 11010 Raven Ridge Road
Raleigh, North Carolina 27614 Telephone No.: [phone]
Location of property (road name/number, town, etc.): The project (Weston Manor) is located on the east side of
Norwell Road, approximately 600 feet south of Weston Parkway, Southeast of Morrisville, Wake County, North
Carolina.
Site Coordinates: 35.8261 °N 78.7879 °W USGS Quad: Cary
Waterway: Crabtree Creek River Basin: Neuse
HUC: 03020201
Description of projects area and activity (see page 2 for a summary of authorized impacts): Activities associated with the
proposed project include mechanized land clearing, excavation, and the placement of backfill and riprap
stabilization, necessary for the construction of a retention pond for Weston Manor residential subdivision.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 18
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, and/oi appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401. Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Todd Tugivell at telephone [phone], eat 26.
Corps Regulatory Official Date: 04101/2005 Verification Expiration Date: 03/18/2007
Copy Furnished:
--Pagel of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
? There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on 11/29/2004 (Action ID: 200421545).
Basis of Jurisdictional Determination: The project site contains an unnamed tributary to , and adjacent wetlands, which flow
into, a tributary to the River, a navigable waterway.
Corps Regulatory Official Date: 04/01/2005 Determination Expiration Date: 11/29/2009
Q..-rv I A„fhnri711d Tninnrfc and Required Mitigation

Action ID
NWP / GP v uLauaua
Open Water ac
Wetland ac
Unim ort ant Steam 1
Important Stream 1
# ## Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200421545 18 0 0 0 0.004 0 141 0 0

Impact Totals 0 0 0 0.004 0 141 0 0
Total Loss of Waters of the U.S. (ac) 0.004 Total Loss of Waters of the U.S. (if) 141
Required Wetland Mitigation (ac) 1 0 Re uired Stream Mitigation 1 0
Additional Remarks and/or Special Permit Conditions:
Page 2 of 2
?0F W A TF9P
cor
O '<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 4, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
W & W Partners
1000 Darrington Drive
Suite 105
Cary, NC 17513
Subject Property: Weston Manor Subdivision
UT to Crabtree Creek
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0306
Wake County
Page 1 of 2
On February 18, 2005, the Division of Water Quality (DWQ) received your application dated December
20, 2004 to impact .004 acres of wetlands, 183 feet of stream and 2,688 square feet (ft) of protected
riparian buffers to construct the proposed Weston Manor Residential Subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetland, streams and/or buffers on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H .0506 and 2B .0233(8) and will place this project on hold as incomplete until
we receive this additional information. Please provide the following information so that we may continue
to review your project.
Additional Information Requested:
1. You have provided the incorrect DWQ buffer determination letter and maps, this letter is for the
property to the west of Norwood Boulevard, your property is located on the east side of Norwood
Boulevard. Please submit the correct DWQ buffer determination letter for your project.
2. Your application specifies that the requested impacts are on an intermittent stream however the site
plan does not show a riparian buffer on this feature, please clarify whether this feature is an
intermittent stream feature.
3. The application says that this project will be 31.9% impervious and this project is within nutrient
sensitive waters (NSW), this requires the following:
Condition 4 of GC 3402 requires that projects within Nutrient Sensitive Waters use stormwater
management BMPs consisting of. bio-retention, extended detention wetlands, or wet detention
ponds followed by forested filter strips (designed in accordance with the 1999 DENR
Stormwater BMP Manual). Please re-design your stormwater management plan to reflect this
requirement (reference: littp://h2o.enr.state.nc.us/ncwetlands/GC3402.pdf).
401 Oversight'Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
NOnSthCarolina
.1afir&4
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper

W & W Partners
Page 2 of 2
4/4/05
4. Please redesign you site plan to avoid the proposed stream impacts to construct the stormwater
pond, great justification would be required to consider the proposed online stormwater treatment.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Permitting Unit
CBK/dae
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 050306Weston117anor(Wake)401+hold
FAY: Weston Manor Buffer Letter
Subject: FW: Weston Manor Buffer Letter
From: "Chris Flowers" <[e-mail]>
Date: Mon, 4 Apr 2005 10:08:33 -0400
To: <[e-mail]>
From: Chris Flowers [mailto:[e-mail]]
Sent: Friday, April 01, 2005 10:18 AM
To: '[e-mail]'
Subject: Weston Manor Buffer Letter
Ms. Karoly,
Re: Weston Manor
In response to a voice mail from Mr. Eric Kulz, I checked the buffer letter that was attached to the NWP 12
application (for Weston Manor) and it is indeed for an adjacent property, not the one in the permit application.
However we did meet the DWQ on Nov 24, 2003 to make buffer determinations on the property to the east of
Norwell Blvd. (NBRRO 04-060). 1 have attached the correct buffer letter. This should clear things up. Please
contact me if you have any questions.
Thanks,
Chris Flowers
Soil & Environmental Consultants, PA
919-846-5900
This electronic communication, including all attachments, is intended only for the named addressee (s)
and may contain confidential information. This electronic communication may not have passed through
our standard review/quality control process. Design data and recommendations included herein are
provided as a matter of convenience and should not be used for final design. Rely only on final,
hardcopy materials bearing the consultant's original signature and seal. If you are not the named
addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you
have received this electronic communication in error, please notify the sender by return e-mail and delete
the original communication from your system. Thank you.
NBR Letter.pdf Content-Type: application/pdf
Content-Encoding: base64
1 of 1 4/4/2005 11:49 AM
State of North Carolina
Department of Environment A,
and Natural Resources ??
Raleigh Regional Office Michael F. Easley, Governor NCDENR
William G. Rossf ' 7 Secretary NORTH CAROLINA DEPARTMENT OF
(Bill) ENVIRONMENT AND N.4uRAL RCSOUROEs
Division of Water Quality
January 29, 2004
Sean Clark
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin Buffer Rules
NBRRO 04-060
HRLP Florida Site
S&EC #8032.W1
Cary, Wake County, NC
Dear Mr. Clark:
On November 24, 2003, 1 conducted a site visit of feature A involved in the above
referenced project as identified on the attached figures 1 and 2. It was determined that the features
shown on the Wake County Soil Survey, but absent on the USGS Cary, NC Quad map could
potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters
Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code
T1 5A: 026.0233 (NCAC .0233).
The Division of Water Quality (DWQ) has determined that the surface water labeled
as "A' on the attached maps is subject to the Neuse Buffer Rule. Feature A has been
delineated and flagged, its origin is identified as #S1. Additional feature located off property
in the Northeast comer, is not subject. This feature and its associated buffers should be
identified on any future plans for this property. The owner (or future owners) should notify the DWQ
(and other relevant a gencies) o f t his d ecision i n a ny f uture c orrespondences c onceming t his
property. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing, c/o John Domey, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-2260.
Individuals that dispute a determination by the DWQ or Delegated Local Authority that
"exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must act
within sixty (60) days of the date that you receive this letter. Applicants are hereby notified that the
sixty (60) day statutory appeal time does not start until the affected party (including downstream and
adjacent landowners) is notified of this decision. DWQ recommends that the applicant conducts
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmatlve Action Employer 50% rocycled/10% post-consumer paper
HRLP Florida Site
page 2
this notification in order to be certain that third party appeals are made in a timely manner. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
determination is final and binding unless you ask for a hearing within sixty (60) days.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to 401 Water Quality Certifications, wetlands and other impacts to "waters of the state",
please contact the Central Office at 733-1786. (Note: if a 401 Water Quality Certification is needed,
please be reminded not to begin your project until the certification has been received.) Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely, Deborah Edwards
Environmental Specialist I
cc: John Domey/DWQ
Wake County
1628 Mail Service Cantor, Raleigh, NC 27699-1628 Telophono [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% rocyclod/10% post-consumer paper
LEGEND:
0 4 WATERS OF nM U .S. SUBJECT TO TBE NEUSE RIVER SO R BUFFERS
[ La, intermittent or permnial streamr, mast be confirmed byDWQI
a = WATERS OF THE U .S., NOT SUBJECT TO TIM NEUSE RIVER "ft. BUFFERS
• [mmt be confirmed by the USACE1
. S&EC FLAG DENOTING UM STARTING POINT OF TIM NEUSE BUFFERS
(as confirmed by DWQ cn 11!24103}
60- JURISDICTIONAL WETLANDS [must be confirmed by the USACEI
D = BOUNDARY OF F,VALUATED AREA
AU straw chrwels on t]
starting at and extending
bends should be surveyo
each sunryed point.
WOR:
to property should be sunryed in their entirety,
dowrtstam of the S&M flagged -start point.'' All
h and the stream width either shown or noted at

MMS ono datobosea at o„bte lmlorM tion "vkd ?co,?ect. HRLP Plorldst Bite / S&W Pmf tq M3 Wl

by vmleut go?rtt"Ot oqv ? ;: TM wthar aid/Or MapVUE
Sote, of the softeore Mograe ere ,n ro way
Prehtmlttis7 WEt1f1Ad AFpto3ttlnatfOA
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pproa3medone e,ere mapped --q -pprmphk -ape and pound b thing.
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Rmdmd by the U.S. Army Co" of engtnees.
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A
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Weston Nlanor Subdivision c/o W&W Partners
Project Number 05 0306
Recvd From APP
Received Date 2/18/05
Project Type subdivision

Stream
CI
County Wake
County2
E. Kulz
KPn SchustPr
Region Raleigh
Permit Wetland Wetland Wetland Stream ass Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 12 Stream O Y O _NF - 27-33 I NSW 30,402. 42.00
NBR Buffers O Y ON F 30,402. 6-06F
F18 OTH O Y O N 27-33 I NSW 30,402. 0.00 141.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N
Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 354934 Longitude (ddmmss) 784717
Comments:
3/24/05 Recommend putting this project ON HOLD. Stream calls not done on the right property;
PCN is for property to east of where stream calls were done.
Also note PCN for NWP 18 dated 1/20/04: went statuatory. This one also used maps showing the
wrong property with regard to th6 stream calls. EWK
Recvd By Region
cc: Regional Office
Central Office Page Number 1
imap://[e-mail]:143/...
Subject: 05-0306
From: Eric Kulz <[e-mail]>
Date: Thu, 24 Mar 2005 09:02:56 -0500
To: 'Debbie Edwards' <[e-mail]>
Debbie:
I recommend putting this project (Weston Oaks - Cary) on hold, due to discrepancy
between the stream call letter included in the PCN and the project site; they are not
the same. Stream calls were done on a property to the west of the project site.
also, what about the PCN for the NWP 18 for this project that went statuatory? that
one also used the incorrect stream call letter.
I have a call in to Walter Cole (S&EC), but he has not called me back. S&EC needs to
straighten this out.
My comments are on FileMaker.
Eric
Eric Kulz <Eric. Kulz(a)ncmaiLnet> 1
Environmental Specialist III
t
NC Division of Water Quality j
Surface Water Protection I
1 of 1 3/28/2005 9:12 AM
Date:
To: ? ARO
? FRO
?? O
L? RRO
From:
Triage Check List
Projep_'t Name: Ve, S_7v An
DWQ#:
County:
Kevin Barnett
Ken Averitte
Alan Johnson
Mike Horan
? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)
The file attached is being forwarded to dour for your evaluation.
Please call if you need asst}stance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
2-A-linimization/avoidance issues
DBuffer Rules eus , Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
February 17, 2005
S&EC Project #:7297.W1
US Army Corps of Engineers
Attn: Mr. Kevin Yates
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
RE: NWP 12
Weston Manor Residential Subdivision
Cary Township, Wake County, North Carolina
Dear Mr. Yates and Ms. Karoly:
NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
FEB 1 8 2005
lkSyi?' ArSTORA TER 8RAJdCH
On behalf of W & W Partners (current property owner), we hereby request a NWP 12
from the US Army Corps of Engineers (USACE) to cover proposed impacts to 42 linear
feet of perennial stream resulting from two separate sewer utility crossings. We also
request written concurrence from the NCDWQ that the project complies with the Neuse
River Riparian Buffer Rule. The crossings are necessary to provide sewer utility to a
proposed residential subdivision.
Site Location
The site is located on the east side of Norwell Road, approximately 600 feet south of the
intersection of Norwell Road and Weston Parkway in Wake County, North Carolina.
Project History
Prior history of the site includes a Jurisdictional Determination (JD) which was made by
the USACE and the survey of the wetland boundaries which was signed (USACOE ID
#200421545) on November 11, 2004 (please see attached copy). In addition, the
NCDWQ confirmed the buffers on March 25, 2003, and issued a buffer confirmation
letter on July 7, 2003 (please see attached copy), which stated that the intermittent stream
channel being impacted is not subject to the buffers. No previous permits have been
applied for on this project. On December 20, 2004 an application was submitted to the
USACE to use NWP 18 to cover impacts to 0.004 acres of wetlands and 141 linear feet of
an intermittent/unimportant channel. The impacts were due to the construction of a
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
December 17, 2004
S&EC Project #7297.W l
Page 2 of 2
retention pond for use as storm water management for the residential development. The
application went statutory on February 2, 2005. The notification to the NCDWQ required
in the general conditions for NWP 18 has been sent.
Impacts
The proposed temporary impacts are 42 LF of perennial stream channel. This will result
from the proposed sanitary sewer line which will cross two separate perennial channels.
The impacts are necessary to provide sanitary sewer utility to the subdivision. The
impacts resulting form the sewer line have been avoided and minimized by crossing the
streams in a perpendicular fashion, though due to the shape of the stream there will be a
small parallel buffer impact. The parallel buffer impact is unavoidable because
regulations prevent the sewer from being located farther upstream. Please refer to the
attached letter of justification for additional information on the regulations surrounding
the location of the sewer and the correlating parallel buffer impact.
Mitigation
Typically temporary impacts do not require stream mitigation from the NC-DWQ or the
USACE.
Please call me or email me at WCole(a-?SandEC.com if you have any questions or if I can
be of any further assistance.
Sindrely,
6?
/
Walter Cole
NC Licensed Soil Scientist
Wetland Scientist
Attachments:
Pre-construction (PCN) Notification Form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Overall Project Map
Impact map
Data Forms
Letter of Justification (Hugh J. Gilleece and Assoc.)
NCDWQ Buller Confirmation Letter
USACE Jurisdictional Determination
Wetland Delineation Map
Cry" " Z ?" ?. /,•?
Chris Flowers
Wetland Scientist
aF=@9TW199
FEB 1 9 2005
Office Use Only: oEt "
Form Version May 2002
??,'?T11',11DSN1DSTOR#?WATERBR?+1'?
USACE Action ID No. DWQ No.
(it 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
2. Nationwide, Regional or General Permit Number(s) Requested: 12
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
Owner/Applicant Infortation
Name: W & W Partners
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 9
Telephone Number: [phone] Fax Number:
E-mail Address:
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: Weston Manor
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0765-25-6699
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Weston Manor
Directions to site (include road numbers, landmarks, etc.): The site is located on the cast
side of Norwell Road, approximately 600 feet south of the intersection of Norwell Road and
Weston Parkway in Wake County, North Carolina.
5. Site coordinates, if available (UTM or Lat/Long): 35.8261559N 78.7879191 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 22 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.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 forested and the surrounding properties
are mixed use including commercial and suburban residential developments.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project includes single-family residential housing. Heavy equipment typically used for earth
grading etc. will be used on this site.
11. Explain the purpose of the proposed work: The proposed project will provide residential
housing needed for the area.
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_ Jurisdictional Determination (JD) was made by the USACE and the survey of the wetland
boundaries was signed (USACOE ID #200421545) on November 11, 2004 (please see attached
copy). In addition, the NCDWO confirmed the buffers on March 25, 2003, and issued a buffer
confirmation letter on July 7, 2003. On December 20, 2004 an application was submitted to the
USACE to use NWP 18 to cover impacts to 0.004 acres of wetlands and 141 linear feet of an
intermittent/unimportant channel. The impacts were due to the construction of a retention pond
for use as storm water management for the residential development The application went
statutory on February 2 2005. The notification to the NCDWO required in the general conditions
of NWP 18 has been sent.
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 future permits are anticipated at this time
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
Page 3 of 9
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:- Proposed temporary impacts to
perennial stream channel and buffers will result from the installation of a sanitary sewer
utility lines. Due to the shape of the smaller channel an unavoidable parallel buffer impact
will result. The following tables specify the impacts.
2. Individually list wetland impacts below:
Jurisdictional Wetlands
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
NA NA NA NA NA NA
* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wctland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wctland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 1 acre
Total area of wetland impact proposed: 0.0 acre proposed, (0.004 Previously Permitted)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Area 3 Temporary UT to Crabtree

Proposed
Excavation 20
Creek +/_181 Perennial
Area 4 Temporary UT to Crabtree

Proposed
Excavation 22
Creek 4' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
dowmstrcam named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
w%vw.manqucst.com, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: 141 linear feet Previously
Permitted, 42 linear feet Proposed, 183 linear feet total Previously Permitted and Proposed.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):-NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):-NA
Size of watershed draining to pond:-NA Expected pond surface area:-NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a detailed delineation from S&EC and then designed a site plan that
avoids any impacts to the buffered channel on the west side of the property. Impacts to the
streams and buffers are necessary to provide sanitary sewer utility to the development. Impacts
to jurisdictional streams are temporary and will be minimized by crossing the streams in a
perpendicular fashion, though due to the shape of the stream there will be a small parallel buffer
impact. The parallel buffer impact is unavoidable because regulations prevent the sewer from
being located farther downstream. Please refer to the attached letter of justification for
additional information on the regulations surrounding the location of the sewer and the
correlating parallel buffer impact.
Page 5 of 9
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 March 9, 2000, 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 NCWRP 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.ne.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Previously permitted impacts to wetlands were less than 0.1 acre Previously permitted
stream impacts were to an intermittent / unimportant stream The proposed impacts to
streams are temporary and only impact 42 linear feet of perennial channel As previously
mentioned the parallel buffer impact is unavoidable (see attached letter of justification).
Because the proposed impacts are temporary and have been avoided and minimized to the
maximum extent practicable we believe that no mitigation should be required However if
mitigation is required by the USACE, payment to the NCEEP is proposed
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wtp/index.litm. If use of
Page 6 of 9
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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.
Page 7 of 9
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,738 3 NA
2 950 1.5 NA
Total 2,688 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
When completed, the site will be 31.9% impervious. A storm water retention nond has been
planned and is shown on the attached impact maps. The retention pond which was previously
permitted, is to be used for storm water management.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The site will connect to the Town of Cary's sewer service.
XIII. Violations (required by D`VQ)
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. 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
Page 8 of 9
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).
NA
(t, a A AA t-
17
Applicant/Agent's Sigria6re Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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\\ \t `F.` \ \TE r I i 10r I E?«Au-gA. 1Yr r Font r«IR l1 K. I
;K. 1 02/11/05 REYfSEO PER 56EC COMMENTS BAH/--
No. Odt! Rev 141on Orn/Cnk
\
WESTON MANOR
04-M-023 WETLAND IMPACT MAP 1
APMOVED
TOWN OF CARY
FOR
lies % STONW"
GRAPHIC SCALE CPG CITE nh- SRUATED AT
rE4rwTNG GciE CARY
0 50 100 150 ENGINEEPING DATE ?kNUML CAM TOWN9P• WAKE CCU1fY• NON" CAROLM -

Hugh J. Gilleece and Associates rf?a>'
_ JOB L -3690.1
DS"/DI-BT: ?J D:
0/04/2004 ;Meet: ,

875 Wakwt Street 8[?Ite 360 Cary
NC Phones(919)489-1101 F
- (QV)4C0-
l5
7
PE Seal andSi
atUe 1
eAH VAN BY;
DATE: 200 ;
,
ax
7
3 ? *.
var scAIF: NOW 1 Fi7Z SCALE: tE: 1••50'
WETLANpp IIMPA T SUMMARY:
SOUARE?E 4. Z
`II
AP EA • WETLAND IMPACT AP EA - 9 Sf
AR_A 2: WETLAND IMPACT AREA - 4 Sf
/ ; ; ???E Ri?ER-B i?• ? ' '?' - l ? / ? '// ? ? 1, r/ I -.•ti ;\ ? t
UTILITY BUFFER/CHANNEL IMPACT SUMMARY'
t3urrtK ZONE I- 1737.O sf
BUFFER ZONE 2- 950.00 sf
CHANNEL- 497.19 SF (20 If)

9
CHANT
AK
11,1 vv =??. v? i } ! ?V ?V g \?.,+t
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BUFFER ON
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1 02/11/05 1
No. Date
oPt'A 4ADY9
GRAPHIC SCALE ! pl?ssr
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a m Ao so 1?e'<fc??d' ?.
Aky???
2 ?f/If
WESTON MANOR Hugh J. Gilleece and Associates
e75 WaMwt Street Suite 060 Cary. NNO P lone- (919)460--If01 Fax, (919)460-7e37 PE Seal and Skpah
.- -cs f -
IMPACT AREA 2 -
A - 497.19 sf
ACT AREA 1 - 44f
- 88.68 sf (21 1
A3-688.14 Sf
1 1 - ;AD Al cf
04-SB-029
APPROVED
TOWN OF CARY
CNC DATE
PLAHHIMG DATE
ENGIKENDfi DATE

ISED PER S&EC COMMENTS I DAH/-
RevlslDn Dwn/Chk
WETLAND IMPACT MAP 2
FOR
??.{?????y?[? E
? E1WIYlrT1
II W I VII
STUATED AT
CARY
CARY TOWNDV.. WAKE COUNTY. NORTH CAROLIU
JOB C 3690.45 Sheet:
:HK DY: PNJ DATE: 10/01/2001
fY: BAH DATE: 10/0.1/200/ 2
KALE: NONE HAZ SCALE: 1'•20'
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Norwell Blvd. West Date: 8/26/02
Applicant/Owner: Highwoods Properties County: Wake
Investigator: Brad Suther State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID:
Upland forest
Is the site significantly disturbed (Atypical Situation)? Yes X No _
Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: WL Flag B-109
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Quercas nigra Sapl. FAC 9. Vitis rotundifolia Vine FAC
2. Cornus llorida Sapl.. FACU 10.
3. Acerrubrum Sapl.. FAC 11.
4. Polystichum acrostichoides Herb. FAC 12.
5. Sasafras albidium Tree FACU 13.
6. Quercas a/ba Tree FACU 14.
7. _ Liriodendrom tulipfera Tree FAC 15.
8. Oxydendrum arboreum Tree NI 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 55%
Remarks: The vegetation meets the criteria ( >50% OBL, FACW, or FAC) for wetland vegetation.
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. NA (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >15 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >15 (in.)
Remarks: This area does not have sufficient field indicators for wetland hydrology.
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Norwell Blvd. West Plot ID: WL Flag B-109
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Cecil sandy loam Field Observations
Taxonomy (Subgroup): Typic hapludult Confirm Mapped Type? _ Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon _ (Munsell Moist) (Munsell Moist) Abundance/Contrast Structuro etc.
0-3 A 10 YR 4/3 Slit
3-15 B 7.5 Y 4/6 Loam
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Str eaking in Sandy Soils
T Aquic Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The soils do not meet the criteria for hydric soils.
1 11
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? Yes X No
Remarks: The area does not meet the requirements for a jurisdictional wetland.
Wetland Delineation Performed By: Soil 8, Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Norwell Blvd. West Date: 8126102
Applicant/Owner: Highwoods Properties County: Wake
Investigator: Brad Suther State: North Carolina
Emergent headwater
Do Normal Circumstances exist on the site? X Yes No Community ID: forest
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: WL Flag B-109
If needed, explain on reverse.) 1 11
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Saururus cernuus Herb. OBL 9.
2. Onoclea sensibilis Herb. FACW 10.
3. Boehmeria cylindrica Herb. FACW+ 11.
4. Wooly grass Herb. FAC 12.
5. Athyrium filix-femina Herb. FAC 13.
6. Lindera benzoin Shrub FACW 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks: The vegetation meets the criteria ( ?50% OBL, FACW, or FAC) for wetland vegetation.
HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. NA (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) X FAC-Neutral Test .
Other (Explain in Remarks)
Depth to Saturated Soil: 10 (in.)
Remarks: This area has sufficient field indicators for wetland hydrology.
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Norwell Blvd. West Plot ID: WL Flag B-109
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Cecil sandy loam Field Observations
Taxonomy (Subgroup): Typic hapludult Confirm Mapped Type? _ Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-3 A 7.5 YR 4/3 Loam
3-15 A 2.5 Y 311 Fine sand loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The soils meet the criteria for hydric soils.
L-
. I
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No
Remarks: The area meets the requirements for a jurisdictional wetland.
L- .1
Feb 17 05 10:52a Gilleece & nssoc
Hugh J. Gilleece, III & Associates, P.A.
t 5 1 5 J 4 b u -_/ b Ij / N. c
Comadring Engineers
February 17, 2005
S&EC
Attn: Chris Flowers
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Weston Manor Sewer Outfall
Dear Mr. Flowers:
875 Walnut Street, Suite 360
Cary, North Carolina 27511
[phone]
Fax [phone]
[e-mail]
The following information is some of the factors that were considered in the location of
the sewer alignment:
The proposed sewer line ties into an existing sewer line which is exceedingly shallow.
For the stream crossing The Town of Cary requires a minimum of 12 inches of concrete
encasement around the sewer line. The proposed sewer line requires the minimum
allowable slope and the shortest length of crossing at 0.4% to provide the required cover
between the creek and the proposed sewer line. The slope of the sewer line is 0.4%. This
is reduced from the slope that is normally required by the Town of Cary of 0.61 % for S"
lines in their Standard Specifications and Details Manual section 0710.A2f. If the sewer
line is re-aligned to the northwest to avoid the parallel buffer impact, the sewer line will
no longer meet the required cover requirements by the Town of Cary. This is because the
distance from the existing manhole to the far edge of the larger perennial stream is
greater. Also, it would cross the larger perennial stream farther downstream where the
stream bed is lower. At this location, the proposed sewer line would not have the
required cover of 12 inches.
Please let me know if you have any further questions.
Sincerely,
Jeff Zweber
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Division of Water Quality
July 7, 2003
Sean Clark
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
J U L 1 1 2003
Subject: Neuse River Basin Buffer Rules
NBRRO 03-146
Norwell Blvd. West
S&EC ##03-7297
Cary, Wake County, NC
Dear Mr. Clark:
This letter will serve as confirmation of the buffer determination made by S&EC at the subject
property referenced by the Raleigh Regional Office as NBRRO 03-146.
On March 25, 2003, I conducted a site visit of features A, B, B-1 and C involved in die above
referenced project as identified on die attached figures 1 and 2. It was determined that the features shown
on the Wake County Soil Survey and on the USGS Cary, NC Quad map could potentially be subject to
protection under die Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, Administrative Code T15A: 02B.0233 (NCAC .0233). Feature
A is subject and starts at flag ##B-06. Features B and B-1 are both subject, B-1 is located off property but
the 50' riparian buffer will encroach within the property line. Feature C is not subject.
This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant
to 401 Water Quality Certifications, wetlands and other impacts to "waters of the state", please contact
the Central Office at 733-1786. (Note: if a 401 Water Quality Certification is needed, please be reminded
not to begin your project until die certification has been received.) Thank you for your attention to this
matter and if this office can be of any assistance or if you have additional questions, please do not hesitate
to contact us.
Sincerely,,
Deborah Edwards
Environmental Specialist I
cc: John DorneylDWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
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Project t: Sale:
7297 1. = 2000' Figure 2 -Wake Co. So11
Project Date: Survey, Sheets 36, 37, o. 46, 47 ' Soil & Environmental Consultants, Pty
Ngr.: BES 8!5102
Norwell Blvd. West 11010 Raven Ridge Rd.- Raleigh, NC 27614
Highwoods Properties [phone] - [phone]
Cary, Wake Co., NC Web Page: www.SandEC.com

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CARY QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES (TOPOGRAPIIIC)
Projeetf: Scale:
1*-2000 Fi ure 1-USGS Quad
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PA
ental Consultants
il & E
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P Date:
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Norwell Blvd. West [phone] • [phone]
Cary, Wake County, N.C. Web Page: www.SandEC.com

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200421545 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Bighwoods Florida Bolding, LP
Attn: David Finger
Mailing Address: 3100 Smoketree Court, Suite 1100
Raleigh, North Carolina 27604
Authorized Agent: Soil & Environmental Consultants, PA
Attn: Walter Cole s
Mailing Address: 11010 Raven Ridge Road ? U L
Raleigh, North Carolina 27614 `
Property / Project Area Description:
Telephone No,:. {919) 875-6648
6 2004
TelephonciN00-.[phone]
i
Size (acres): 22 Nearest Town: Morrisville
USGS Quad: Cary, NC Site Coordinates: 35.8261559 °N 78.7879191'W
River Basin: Neuse HUC: 03020201
Nearest Waterway: UT to Crabtree Creek
Location (road name/number, intersection, etc.): The property is located on the east side of Nonvell Road
approximately 600 feet south of Weston Parkway, southeast of Morrisville, Wake County, North Carolina.
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the U.S., to include wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1.344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the sate of this notification.
? We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this.
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
? The waters of the U.S., to include wetlands, on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
® The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on 11/29/2004. Unless there is a
change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the.permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adjacent to unnamed tributaries to Crabtree Creek. The property also
contains stream channels that exhibit an Ordinary High Water Mark as indicated by changes in soil
character and absence or terrestrial vegetation and are hydrologically connected to an unnamed tributary to
Crabtree Creek.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or die Corps regulatory program, please contact Jennifer Burdette at
telephone [phone], ext 22.
Additional Remarks:
?-? ---•-- a
Corps Regulatory Official
Date: 11/29/04 v Expiration Date: 11/29/09
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2

Applicant: Higliwoods Florida Bolding, LP File Number: 200421545 Date: 11/29/04
Attn: David Finger
Att ached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission
PROFFERED PERMIT Standard Permit or Letter of permission) B -
PERMIT DENIAL C
_ APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
t rr
?
r
`'
i'
rm t V '
a
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Perrit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to die division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
t be received by
Thi
f
i
orm mus
s
neer.
Appeal Process by completing Section II of this form and sending the form to the division eng
die division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
t.. L
t; R
FOTZ AP-'PEA L Q? QB71yCTIONS T,G N INIT I, PRCJFFERL
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons appealing for the decision
or your to
objections to an initial proffered permit in clear concise statements. Y may attach
this form to clarify where your reasons or objections are addressed in the administrative record.) the Co ADDITIONAL INFORMATION: The appeal is limited mto a eeting, and any upplementalinformation th at?the
memorandum for the record of the appeal conference o
appe
e Co review officer has determined is needed to clarify the admineistrative record.
y
provideradditional information to clarps
may add new information or analyses to the record. Ho` , you may
the location of information that is already in the administrative record
Q'I` Oi N. COR GESTIC4N !P?X7?0II?IvfA`?J"?., . j' , s .
If ou have questions regarding this decision If you only have questions regarding the appeal process you
y
and/or the appeal process you may contact: may also contact: Mr. also contact:
Middleton, Administrative Appeal Review
Jennifer Burdette Officer
Raleigh Regulatory Field Office CE cer -
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801 personne RIGHT OF ENTRY: Your signature below grants the right of entry site to U rthe - hr s e ee the appeal 1, and an You
government consultants, to conduct investigations of the project during
cou of will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
signature of appellant or agenr.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
February 17, 2005
S&EC Project #:7297.W l
NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
aug@MV4
FEB 1 8 2005
DENR - VJATER QUALITY
V.-ETWiDS giD STORIMPJER 4RI
RE: NWP 18 Notification
eV'? ston Manor Residential Subdivision
Cary Township, Wake County, North Carolina
Dear Ms. Karoly:
On behalf of W & W Partners (current property owner), we are writing you to provide the
written notification required by the general conditions of NWP 18. On December 20,
2004 an application was submitted to the USACE to use NWP 18 to cover impacts to
0.004 acres of wetlands and 141 linear feet of an intennittent/unimportant channel. The
impacts were due to the construction of a retention pond for use as storm water
management for the residential development. The application went statutory on February
2, 2005.
Please call me or email me at [e-mail] if you have any questions or if I can
be of any further assistance.
Sincerely,
6? ? I
Walter Cole
NC Licensed Soil Scientist
Wetland Scientist
Attachments: (2 copies)
Original Cover Letter
Pre-construction (PCN) Notification Form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Chris Flowers
Wetland Scientist
Charlotte Office: Greensboro Office:
236 LePhillip Court. Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

Overall Project Map
Impact map
Data Forms
NCDWQ Buffer Confirmation Letter
USACE Jurisdictional Determination
Wetland Delineation Map
December 17, 2004
S&EC Project #7297.W 1
Page 2 of 2
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
December 20, 2004
S&EC Project #:729,7.W1
US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
RE: NWP 18
Weston Manor Residential Subdivision
Cary Township, Wake County, North Carolina
Dear Ms. Burdette:
FEB 1 8 2005
DENR - WATER QUALITY
14'E LAWS AND STOWNATER BWXH
On behalf of W & W Partners (current property owner), we hereby request a NWP 18
from the US Army Corps of Engineers (USACE) to cover proposed impacts to 0.004
acres of wetlands and 141 linear feet of an intermittent channel for the construction of a
retention pond, which will be used in the management of storm water resulting from the
construction of a single-family residential development.
Prior history of the site includes a Jurisdictional Determination (JD) which was made by
the USACE and the survey of the wetland boundaries which was signed (USACOE ID
#200421545) on November 11, 2004 (please see attached copy). In addition, the
NCDWQ confirmed the buffers on March 25, 2003, and issued a buffer confirmation
letter on July 7, 2003 (please see attached copy), which stated that the intermittent stream
channel being impacted is not subject to the buffers. No previous permits have been
applied for on this project.
The proposed impacts are 141 LF of intermittent stream channel, and 0.004 acres of
jurisdictional wetlands. Typically impacts to intermittent / unimportant streams do not
require stream mitigation from the NC-DWQ or the USACE.
Please call me or email me at WCole(ci),SandEC.com if you have any questions or if I can
be of any further assistance.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
December 17, 2004
S&EC Project #7297.W I
Page 2 of 2
Sincerely,
Walter Cole
NC Licensed Soil Scientist
Wetland Scientist
Attachments:
Pre-construction (PCN) Notification Forni
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Overall Project Map
Impact map
Data Forms
NCDWQ Buffer Confirmation Letter
USACE Jurisdictional Determination
Wetland Delineation Map
a[R&MV19 B
FEB 1 8 2005
VATERNIAHTY
FWLH
Fomi Version ?,,lay 2002
Office Use Only: ?',Ud?DSAt' DSO^"AE
USACE Action ID No. DWQ No.
(If anv particular item is not applicable to this proiect, 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
2. Nationwide, Regional or General Permit Number(s) Requested: 18
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: W & W Partners
Mailing Address: 1000 Darrington Drive
Suite 105
Cary, NC 17513
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Walter Cole
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: WCole(a-)SandEC.com
Page I of 8
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: Weston Manor
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0765-25-6699
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Weston Manor
Directions to site (include road numbers, landmarks, etc.): The site is located on the east
side of Norwell Road approximately 600 feet south of the intersection of Norwell Road and
Weston Parkway in Wake County North Carolina.
5. Site coordinates, if available (UTM or Lat/Long): 35.8261559N 78.7879191W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 22 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(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 forested and the surrounding properties
are mixed use including commercial and suburban residential developments.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
project includes single-family residential housing. Heavy equipment typically used for earth
grading etc. will be used on this site.
11. Explain the purpose of the proposed work: The proposed project will provide residential
housing needed for the area.
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 pen-nits 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 Jurisdictional Determination (JD) was made by the USACE and the survey of the wetland
boundaries was signed (USACOE ID #200421545) on November 11, 2004 (please see attached
copy). In addition the NCDWQ confirmed the buffers on March 25, 2003, and issued a buffer
confirmation letter on July 7, 2003. No previous permits have been applied for.
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 future permits are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Provide a written description of the proposed impacts: Proposed impacts to wetlands and
intermittent stream channel will result from the installation of a stormwater retention pond.
The following tables specify the impacts.
2. Individually list wetland impacts below:
Jurisdictional Wetlands
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Area 1 Fill 0.004 No +/- 120' Emergent (i.e. herbaceous
cover)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fema.rov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (detennination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 1 acre
Total area of wetland impact proposed: 0.004 acre (189.19 sq ft) of jurisdictional wetlands
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
Area I Fill 141 UT to Crabtree Creek +/- 3' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
danis (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both die original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topo7.one.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
Page 4 of 8
NA I NA I NA I NA I NA I
* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):-NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):-NA
Size of watershed draining to pond:-NA Expected pond surface area:-NA.
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a detailed delineation from S&EC and then designed a site plan that
avoids any impacts to the buffered channel on the west side of the property. Impacts to the
intermittent channel to construct a bio-retention area are necessary to meet stormwater
requirements.
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 March 9, 2000, 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
Page 5 of 8
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 NCWRP 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.ne.us/ncwctlands/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because cumulative wetland impacts on the site do not exceed I acre, no wetland mitigation
should be required by the USACE. Proposed stream impacts onsite are to an intermittent /
unimportant stream. Typically impacts to intermittent / unimportant streams do not require
stream mitigation from the NC-DWQ or the USACE. If wetland mitigation is required by the
USACE, payment to the NCEEP is proposed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Page 6 of 8
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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 NA 3 NA
2 NA 1.5 NA
Total NA NA
Zone 1 extends out 3U tect perpendicular from near bank of channel; Lone ,4 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
When completed, the site will be 31.9% impervious. A storm water retention pond has been
planned and is shown on the attached impact maps. The retention pond, of which this
application concerns, is to be used for storm water management.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The site will connect to the Town of Carv's sewer service.
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. 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).
NA
December.
2004
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Project 0:
Mgr.: BS
Scale:
°
Date: Figure 1-USGS Quad
Date:
8!5102 Map
Norwell Blvd. West
Cary, Wake County, N.C.
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
CARY QUADRANGLE
14 NORTH CAROLINA
7.5-MINUTE SERIES (TOPOGRAPHIC)
Project R: Scale:
7291 1" = 2000'
Project Date:
Mgr: BES I SIM2
Figure 2 - Wake Co. Soil
Survey, Sheets 36, 37, 46, 47
Norwell Blvd. West
Highwoods Properties
Cary, Wake Co., NC
j Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Norwell Blvd. West Date: 8/26/02
Applicant/Owner: Highwoods Properties County: Wake
Investigator: Brad Suther State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland forest
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: WL Flag B-109
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Quercas nigra Sapl. FAC 9. Vitis rotundifolia Vine FAC
2. Cornus /lorida Sapl.. FACU 10.
3. Acerrubrum Sapl.. FAC 11.
4. Polystichum acrostichoides Herb. FAC 12.
5. Sasafras albidium Tree FACU 13.
6. Quercas alba Tree FACU 14.
7. Liriodendrom tulipfera Tree FAC 15.
8. Oxydendrum arboreum Tree NI 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 55%
Remarks: The vegetation meets the criteria ( >50% OBL, FACW, or FAC) for wetland vegetation.
11 11
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. NA (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >15 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >15 (in.)
Remarks: This area does not have sufficient field indicators for wetland hydrology.
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Norwell Blvd. West Plot ID: WL Flag B-109
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Cecil sandy loam Field Observations
Taxonomy (Subgroup): Typic hapludult Confirm Mapped Type? _ Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-3 A 10 YR 4/3 Slit
3-15 B 7.5 Y 4/6 Loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The soils do not meet the criteria for hydric soils.
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? Yes X No
Remarks: The area does not meet the requirements for a jurisdictional wetland.
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Norwell Blvd. West Date: 8/26/02
Applicant/Owner: Highwoods Properties County: Wake
Investigator: Brad Suther State: North Carolina
Emergent headwater
Do Normal Circumstances exist on the site? X Yes No Community ID: forest
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: WL Flag B-109
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Saururus cernuus Herb. OBL 9.
2. Onoc/ea sensibilis Herb. FACW 10.
3. Boehmeria cylindrica Herb. FACW+ 11.
4. Wooly grass Herb. FAC 12.
5. Athyrium tilix-femina Herb. FAC 13.
6. Lindera benzoin Shrub FACW 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks: The vegetation meets the criteria ( ?50% OBL, FACW, or FAC) for wetland vegetation.
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. NA (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 10 (in.)
Remarks: This area has sufficient field indicators for wetland hydrology.
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Norwell Blvd. West Plot ID: WL Flag B-109
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Cecil sandy loam Field Observations
Taxonomy (Subgroup): Typic hapludult Confirm Mapped Type? _ Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-3 A 7.5 YR 4/3 Loam
3-15 A 2.5 Y 3/1 Fine sand loam
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The soils meet the criteria for hydric soils.
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes _ No X Yes No
Hydric Soils Present? X Yes _ No
Remarks: The area meets the requirements for a jurisdictional wetland.
L- I
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Division of Water Quality
July 7, 2003
Sean Clark
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
J U L 1 1 2003
Subject: Neuse River Basin Buffer Rules
NBRRO 03-146
Norwell Blvd. West
S&EC //03-7297
Cary, Wake County, NC
Dear Mr. Clark:
This letter will serve as confirmation of the buffer determination made by S&EC at the subject
property referenced by the Raleigh Regional Office as NBRRO 03-146.
On March 25, 2003, I conducted a site visit of features A, B, B-1 and C involved in the above
referenced project as identified on the attached figures 1 and 2. It was determined that the features shown
on the Wake County Soil Survey and on the USGS Cary, NC Quad map could potentially be subject to
protection under die Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, Administrative Code T15A: 02B.0233 (NCAC .0233). Feature
A is subject and starts at flag 1/13-06. Features B and B-1 are both subject, B-1 is located off property but
the 50' riparian buffer will encroach within the property line. Feature C is not subject.
This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant
to 401 Water Quality Certifications, wetlands and other impacts to "waters of the state", please contact
the Central Office at 733-1786. (Note: if a 401 Water Quality Certification is needed, please be reminded
not to begin your project until the certification has been received.) Thank you for your attention to this
matter and if this office can be of any assistance or if you have additional questions, please do not hesitate
to contact us.
Sincerely,
Db--? -
Deborah Edwards

Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
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Project Z: Scale:
n97 1• - Figure 2 - Wake Co. Soil
Project Date: Survey, Sheets 36, 37, 46, 47
Mqr.: BES SIM
Norwell Blvd. West
Highwoods Properties
NC
Wake Co
Car
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

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Norwell Blvd. West [phone] • [phone]
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U.S. ARMY CORPS Or ENGINEERS
WILMINGTON DISTRICT
Action ID: 200421545 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Bighwoods Florida Bolding, LP
Attn: David Finger
Mailing Address: 3100 Smoketree Court, Suite 1100
Raleigh, North Carolina 27604
Authorized Agent: Soil & Environmental ConsultantsA
Attn: Walter Cole U c'
Mailing Address: 11010 Raven Ridge Road
Raleigh, North Carolina 27614
Property / Project Area Description:
Telephone-No.:-[phone]
6 2004
TelephoneNd. ;[phone]
Size (acres): 22 Nearest Town: Morrisville
USGS Quad: Cary, NC Site Coordinates: 35.8261559 °N 78.7879191 °W
River Basin: Neuse HUC: 03020201
Nearest Waterway: UT to Crabtree Creek
Location (road name/number, intersection, etc.): The property is located on the east side of Norwell Road
approximately 600 feet south of Weston Parkway, southeast of Morrisville, Wake County, North Carolina.
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notif cation.
® There are waters of the U.S., to include wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the sate of this notification.
? We strongly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this.
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
? The waters of the U.S., to include wetlands, on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
® The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on 11/29/2004. Unless there is a
change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adjacent to unnamed tributaries to Crabtree Creek. The property also
contains stream channels that exhibit an Ordinary Nigh Water Mark as indicated by changes in soil
character and absence or terrestrial vegetation and are hydrologically connected to an unnamed tributary to
Crabtree Creek.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Jennifer Burdette at
telephone [phone], ext 22.
Additional Remarks:
Corps Regulatory Official a`- a•
Date: 11/29/04
Expiration Date: 11/29/09
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2

Applicant: Highwoods Florida Holding, LP File Number: 200421545 Date: 11/29/04
Attn: David Finger
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission B
PERMIT DENIAL C
_ APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E

r- t_ tt n• ttn o c_
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional deternminations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
or you will forfeit your right to appeal
s of the date of this notice
60 da
ithi
i
,
y
n
neer w
objections must be received by the district eng
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
you may accept the LOP and your work is authorized. Your signature
f Permission (LOP)
tt
L
d
,
er o
e
a
authorization. If you receive
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
s of Engineers Administrative Appeal Process by completing Section II of this form
der the Cor
it
d
p
un
perm
may appeal the decline
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of die date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
i
neer
completing Section II of this form and sending the form to the division engineer. This form must be received by the division eng
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
m must be received by
Thi
f
i
i
s
or
neer.
on eng
Appeal Process by completing Section II of this form and sending the form to the divis
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond mat request antis roved you wish, regarding the preliminary JD. The PCerrlh Corps district forfurther instruction. Also you may prop de new
JD (which maybe appealed), by contacting t ?s
information for further.consideration by the Corps to reevaluate the JD.
{ °N INITIAUPRO>:FERED PERMIT
SECTION If ; RE, ,CJES?T FOR APPEAL Qr OBJ
REASONS FOR APPEAL OR OBJECTIONS: DesenObe you Or reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. in 1 c administrat edit onal information to
this form to clarify where your reasons or objections are addressed record
ADDITIONAL INFORMATION: The appeal is limited to review
d any supplement 1 information thatthe
memorandum for the record of the appeal conference or meeting, an
record. rthe review officer has determined is needed to clarify the administrativ
onal informal onlto lari y
may provide
may add new information or analyses to the record. However, y y P
77 ,..r?
?#
the location of information that is already in the administrative record.
YQRT or CON 'Y1C + OR I;STIC?N5'.llIZ7 IPORM?`I 14 . ,`x
nly have questions regarding the appeal process you
If you have q ma als uestions regarding this decision If you only
contact:
and/or the appeal process you may contact: May also c Middleton, Administrative Appeal Review
Jennifer Burdette Officer
Raleigh Regulatory Field Office CE cer -CO-R
US Army Corps of Engineers s of Engineers, South Atlantic Division
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corp 60 Forsyth Street, Room 9M15
Raleigh, North Carolina 27615 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry site during couse ce thperso
appeal 1, and an You
government consultants, to conduct investigations of the project
e of will be rovided a 15 day notice of any site investigation, and will have the opportunity to participate to all site
p
Date: Telephone number:
investigations.
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
CONSTRUCTION SEQUENCE FOR THIS PROJECT SHAT1 BE AS FOLLOWS:
1. TREE PROTECTION FENCING W11y BE INSTALLED AND INSPECTED
BEFORTi ISSUANCE OF GRADING PERMIT.
2. OBTAIN GRADING PERMIT. NOTE TIIAT RISERS FOR BOT11 w'ET
PONDS MUST BE ON SI'11; BEFORE THE GRADING PERMIT WII.I. BE
ISSUED.
3. RdSTALL AIJ. EROSION CONTROL MEASURES AS SHOWN. INSTALL
WET PONDS AS SHOWN WfTH THE CUTLET STRUCTURES- THESE
PONDS WILL FUNCTION TLI(PORARH.Y AS SEDUffNT BASINS.
CONNECT A SKIMMER TO TABS OURET DRAIN OF EACII POND TO
DRAINTHE WATER GRADUALLY WHU.E RETAINING TADS SEDIMENT.
4. ORTAIN CERTIFICATE OF COMPLIANCE T1HROUGH ON-SITE
INSPECTION BY EROSION CONTROL OFFICER
5. PROCEED WITH GRADING.
6. CLEAN SEDIMENT BASINS F'HkLVON'C-HALF FULL
7. SEED AND MULCH DENUDED AREA WITHIN THIRI'Y(30) DAYS AFTER
FINISHEDGRADFS ARE ESTARLISITED.
8. MAINTAIN SOIL TROSION CONTROL MEASLRES UNTIL PERMANENT
GROUND IS FSI'ABLISHE3.
9. W111N ALL CONTRIBUTORY AREAS ARE STADILI7ED, OBTAIN
APPROVAL FROM THE EROSION CONTROL OFFICER TO CONVERT
TTIE PONDS.
10. CLEAN SEDTMFNT FROM THE PONDS AND REMOVE 91113 SKIISERS.
CLOSE TI Di DRAIN VALVES.
It. REQUEST FINAL APPROVALBY TOWN ENVIRONMENTAL INSPECTOR.
12. REMOVE SOIL EROSION MEASURES AND STADILIZE T ESE AREAS.
13. All CUVFLLL SLOPES SHALL BE STABILI7FD WITHIN 15 DAYS OF
ANY PHASE OF GRADING.
14. EACH LOT IS TO BE CLEARM INDRIDUALLY. IF MULTIPLE LOTS
ARE: CLEARED SIMULTANGOUSI.Y AND THE COMDINM DENUDED
AREA IS OVER 12,000 S. F, AN FRUSION CONTROL PLAN WILL HAVE
TO BE SUBMITTED BEFORE TLUS CLEARING BEGLNS.
Fv,yen,. NC,3N .- .N„Hyom..+O?+hrt«W w Nita
Seeding Schedule
SHOULDERS. SIDE D!TCHHES, SLOPES
(PA._ 31)
Owe T ' P_i EDP Rae
Aug 15-Nnrl Tag Fcsac a Had Fa-a 300 elacs
N-I-Mu• Tal Fesw end Abuts Rye tt AVON Rye 300 D/Rae
Klrl-Apr 15 Ten F-U TIM' Fe- 3006Jam
Apr 15 - Jne 30 F,Ree Cminm Oa-da Bess,
Weepy Le+e Gus 25Ibj-
JuIy15-Ag 15 Tal Fcsae gy-6oWr4y Min,, 3501aw
-a SPyMxnSudan Hyo dt
C--ft Envcn Card Or' wNRCSk FddS . Walltt d-, fw-G ta an
derided WEED. TM atcve vegeLifiw rata aH lass w-sch 4b Vel war hNZI
-Cdi-k C tocdn0lee c-lbswSaW-possde
--L=n -Ressnd-,*gNWh-seasonfwdewed P-V
VBgetaR-DoM211 atempOwy Oaverbog Yone12ixhoshhegvbefore
-9 to'Aay kwM horn beng paled t
'Baf"e 9r+se snal rd M- n I--t wod
SHOULDERS. SIDE DITCHES. SLOPES
Slopes (31 And k1) (rat HnoNeW
D'e P Rae
MINI-JrM1 SNkeelMSpeduals%M`ad) 50Ibl-a
Marl.Apr 15 6L9 Tal Fes-e 120 D/M»
Marl. fns 30 8±1 Weeprq Longass 10U/am
a
Marl - JEW 30 LM Hurled CO.m Be.-da que
25ofA-
JWw1•Sept 1 -'Tn F.-AM 1206Jam
rwnmP Maly 35 a lam
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a"1. Marl SMiua LespmMra ludaJMGVr'4eam?M1 70 Elam
PM TRN 1-- 1201, /am
AL Ab-Rye dA .I Rye 25 B/am
CMmm EPSan Cm" o:6cMP MRCS Yq add;9mal altemallree Ta verm-9
d-0-d neat TT. -. -p-L05- GAs wer.--10.-1-6. tr]
C-itkM, O&W seMrq Cale tmeemuM>r. ppyA'..yr.
-'r=Qa_ya .Reseed asRrMO M Mna,m:eesa'. W desrcR PWnnxnA
vegdaaen. Do rd aII- Nr, y4m•NM 9,a as 12 Whes M roi{n wore
-9bkep f-B-t-gV ded oA.
'BaN- 9- ShM rat be used n Tone asa,,-d Meal
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Note Gab ek f s an el IAe bxA McvA for inlN -• eleva0n lu yard -led. end of access M' ? -m buses m.
- -
AML
-W- WATER LINE
-` - GAS LINE - G-
-nF- OVERHEAD ELECTRIC - 0E-
-uE- UNDERGROUND ELECTRIC - UE-
- - OT----- OVERHEAD TELEP1/0NE -
OT-- UT UNDERGROUND TELEPHONE - UT-
STORM DRAIN
-S- SANITARY SEWER
FN- FORCE MAIN - FM-
- - - CENTERLINE - - -
- - - - - - - - - - PHASE LINE
-M-X- FENCE LINE -X -X-
--?-- SILT FENCE LINE -A -r-e-
- STREAM LINE - • -
GvvvvvrvrvvV TAEE LINE Wvvw vwwvV
---__-_-_: CURB C GUTTER LINE
_--__-___. CONTOUR LINE
• 320,-- INDEX CONTOUR LINE - 320-
PROPERTY LINE
- - - SWALE/DITCH LINE - ••• -
T.-V ' TREE FENCE T ' V ' r
- - - - - EASEMENT LINE --- ------
-- ROW LINE -
--- -• FLOW LINE -- ---
->'-= TEMP DIVERSION LINE - o-•-*-
-c-c-c- CUT LIMITS -e -e-e-
-F-F-F- FILL LIMITS -r -r-r-
RIGHT PROFILE
LEFT PROFILE
CLEARING LIMITS
BUFFER
UTILITY LEGEND SYMBOL
ABDREV. SYN. NAME
ARV 0 AIR RELEASE VALVE
PP h UTILITY POLE
WVPR H PROPOSED WATER VALVE
WYEX w EXISTING WATER VALVE
BOAPR - PROPOSED BLOW OFF ASSEMBLY
BOA EX - EXISTING BLOW OFF ASSEMBLY
WLCROSS 'b WATERLINE CROSS
WLTEE F WATERLINE TEE
FHPR I( FIRE HYDRANT
FHEX Q FIRE HYDRANT
MHPR • PROPOSED MAN HOLE
MHEX 0 EXISTING MAN HOLE
FESPR I PROPOSED FLARED ENO SECTION
FESEX D EXISTING FLARED ENO SECTION
REDPR 4 PROPOSED REDUCER
REDEX C PROPOSED REDUCER
SANSERV o 4- SAN SEWER SERV
NSPR 12 3/4- WATER SERVICE
SEDIMENT BASINS
Prwet Vk" Property
Dam 10MG4. rev. 11719)04
F Po AdF:HGAA Ltl6BPNMNen P-"NsDSw,WrnsUSdWdUmGSeaeMexlA
BASIN DRAIIAG
AREA
(AC) DENUDED
AREA
(AC) VOLUME
REGD.
(CF) SURFACE
AREA REOD
(SF)- SIZE
(w a Lx D1 WEIR
LENGTH
(FTI
SfA101 071 07:. 597 421 14 x 31 x 3 IQ
S8R102 7,75 56E 10196 9750 E9 x 142 x 3 20
0. 0.00 0 x x 3
0.00 0.00 0 C x
000 DOD D D x x 3
$131106 0.17 0.16 292 219 10 x 22 x 3
SRn07 155 0.66 1552 195E 31 x 63 x 3
RPII 10.70 1.20 2165 12963 7616 x 3
RP#Z 0.60 037 GG9 1(107 8451 x 3
0CC 000 x x 3 10
0oC Doc 0 x x 3 10
0.D? 000 C D x 3 TO
003 0,00 0 0 x a 3 10
000 000 0 0 x 3 10
VELOCITY REDUCTION PADS
P.my.ct VOeston PNUpwrly
DOCK t0(1N04,rev. 1111914
F:N1ge FiaN'GAAWL\4TN•W HER APP-NlNtxvr«M6meeukNSeOBMW,W
1. Chisel compacted Are11 and rwcad topsoil 3 inches deep over adverse soil mnditiocs, if
available.
2. Rip the entire area to Binh depth.
3. Remove all loose rwk, mors, and other obstructions laving surface rGSanahly smooth
am uniform. '
4. Apply agricultural lire, fertilizer, and superphosphate uniformly and mix with soil (see
below.).
5. Continue tillage until a weR-pulverized, firm, TC&Vnably uniform seedbed is prepared 4
to 6 inches dap.
6. Seed on a freshly prepared smlbed and rover zed lightly wills Seeding equipment or
cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
B. Inspect all seeded arras and make nesssary repairs or reseedings wi3tin the Planting
sawn, if possible. If stand should be over 60% damaged, re-ml bushed following
orignal lime, fertilizer and Seeding mki
9. ConsultCmwr3hm inspector on maintmancetreamemand fertiliratm after pramaOeuL
emva is establist".
W IIET
NO. PNEDA.
(IN.) VELOCITY
(FPS) ZO?E STONE
SRE STONE
CUSS Y2mT11 LENGTH
ITT-, (FT.) DEPTH
(IN)
2 24 561 3• A 6 1 B 12
20 18 831 r E B I
l5 I 9
F 18
04-SB-023
APPROVED
TOWN OF CARY
DAC DATE
PLANNING DATE
ENGINEERING DATE
1. - ALL CONSTRUCTION MIST BE REKOW !) IN ACCORDANCE WITH CURRENT
TON OF C1NY STANDARD SPECS AND DETAILS.
2. COW ACTOR SMALL BE RE7'O619LE FOl VERIFICATION OF EXISTING
COCITIO'S. EmmACTGR SHALL NOTIFY ENGINEER O DISCREPANCIES
BETWEEN FIELD CONDIIOS AND THESE DRAWINGS.
3. 100 YEAR FLOM ZONE 12 AS S-ICHN.
A. VELOCITY RAEIION PADS SMALL BE INSTALLED AFTER T.O.C.
AUTHORIZES REMOVAL OF SEDIMENT BASINS.
6. AREA OF DISTURBANCE + 9.85 ACRES
6. CONTRACTOR WILL KEEP STREETS CLEAN AT ALL TIMES OR
A WASH STATION WILL BE REmIRED.
7. ALL CATCH BASMS SHALL HAVE INLET ROTECIIW.
B. ALL Cur AND FILL SLOPES MUST BE STABILIZED WITHIN
15 DAYS O ANY PHASE OF GRADING.
9. IMPERVIOUS AREA + 1.89 ACRES
10. TREE PROTECTION FENCING ON THIS PRDECT
WILL BE INST4LED NO IN'PECTED BEFORE
THE &RADIAO RAT IS ISSUED.
It. A PRE-CO STRIICIION COEERENCF MAY BE REQUIRED
BEFORE SPADING PERMIT IS ISSUED.
12. PERMANENT SAMEND COVER WILL BE ESTABLISHED IN IS
WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER IS SICR7ER.
13. THE MCA DESIGNATED SMALL BE USED FDA TOPSOIL STOCKPILE.
14. THIS PAGACT IS IN THE CRABTREE CRESS 0EthE RIVERI WATERSHED.
15. PROJECT AREA-20.01 ACRES
16. THE CEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION
COSTS ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED
STREETS. ADJACENT STREETS AND THOROUGHFARES AS REQUIRED
PER IOM OF CARY POLICY STATEMENT NO. 13. THE DEVELOPER
SHALL CONTACT PROGRESS ENERGY COMPANY AFTER PLAN APPROVAL
AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET
LIDDING PLAN FOR THE SITE/SUDOIVISION PLANS.
17. ?T-OEVELOPNEEN1 910- 00?1 (7.22) (20.1310-
(20.0l)- 573.83CFEi.
10. THE RESFRYOTR WATERBED PROTECTION ORDINANCE IS BEING
ADDRESSEE) THROUGH IH£ USE OF RE I ENTICN PONDS.
19. THE RD-ECT WELL MEET ALL OF THE REWIREENTS RELATIVE TO
BEST MANAGEMENT PRACTICES AND ENGINEERED STO WATER
CONTROL STRUCTURES AS OUTLINED IN THE TORN OF CARY UNIFIED
DEVELOPMENT OROINMrE (CHAPTER A.4.6 EDW.
20. THE T MAY THE STANNDARDI10*14 REQUIKINDENTSSFOR RESIDENTIAL WSTREETSC50
AS TO REDUCE SAS VERTICAL COVES. PROVIDED THE STREET LIGHTS
ARE OPLAATIWAL PRIOR TO CERTIFICATE OF OCCUPANCY W SUCH
STREET. THE MINT" ALLOWABLE LENGTH CF SAO VET ICALCOVES5,,
MERE A GIREET LIGMT IS IN THE SAE. SHALL BE 20 FOR RESIOENiIAI
LOCAL STREETS.
21. WETLANDS ON THIS PR3EC7 ARE AS SHOWN.
22. THE PRO.ECT WILL MEET ALL OF THE REWIREMENTS RELATIVE
TO BEST KAHAGpENT PRACTICES AND ENr IEEFED SIORNMARER
CONTROL STRUCTURES AS OUTLINED IN THE TDWH OF CARY UNIFIED
DEVELOPMENT ORDINANCE.
23. THE TOWN ENGINEER NAT APPROVE STREET LIGHTING WHICH EXCEEDS
THE STANDARD TOWN REOUIREMENT6 FOR RESIDENTIAL STREETS Dal
AS TO REDUCE SAG VERTICAL CURVES PxUVIDIED THE STREET LIGHTS
ARE OPERATIONAL PRIM 10 CERTIFICATE OF OCCUPANCY GN SUCH
STREET. THE MIN
24. ALL STORM DRAINAGE FRAMES- GRATES. AM HDOOS SHALL K STAMPED
WITH •DAING 10 RIVER' IN ACCODA14CE MTM TON
OF CARY STANDARDS.
NOTE'
INSTALL SEDIMENT BASINS AO OIVES60M DITCHES PRIOR TO CONSTRUCTION.
NOTE'
*CIE 5ISN1 TRIANGLES ENCROACH ONTO
PRIVATELY MAINTENANCE LOTS THE AREAS WILL
BE O519HA7[0 AS HAINIENAK[ EASC1EN fS
AND MAST APPENI ON THE RECOK(0 PU75.
GENERAL NOTES
e. STGNAGE IS A SEPARATE APPDVAL PROCESS AND HAS 40T BEEN REVIEWED OR
APYCKD AS A PART OF TMAS DEVELOHENT PLAN. IF YOU ARE REWIRED TO
SIMET A UNIFORM 5IGN PL K YOU MUST SUBMIT AND OBTAIN APPROVAL OF
A LNIFDM SIGN PAN PRIOR 70 THE RELEASE OF PLATS FOR HE RECOCING O
L07S BF APPLICABLE). PLATS TO RECORD LD75 CANNOT BE APPROVED UNTIL THE
UNIFORM SIGN PLAN HAS BEEN APPROVED.
R. WERE nrsriNG VEGETATION FADS WEB FTNCTION ADEQUATELY AS REWIRED,
It. E. &,F ER TYRE A. B.C. AND too* THOROUGHFARE CORRIDOR OUFFER) THE
CARY S11E INSPECTOR RESERVES THE RIGHT 10 REQUIRE SLeLEIENTAL
PLANTINGS IN ADDITION 10 TICS SHOWN ON THE PLANTING PLAN BASED ON
ACTUAL FIELD CONDITIONS.
e. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE MOM
IS COMPLETED. THE FENCING SHALL BE FE40YED PRIOR 10 THE FINAL SITE
INSPECTION FOR THE CERTIFICATE O OCCUPANCY (CO).
d: ALL ABOYE GROUND UTILITY EWrPMENT AND FACILITIES ASSOCIATED PRIM
ON-5:7E ELECTRIC CABLE TELEROW. BAS OR OTHER SIMILAR UTILITY SHALL
BE LOCATED IN THE SIDE OF REAR YAM AREA OF THE SITE AND SCREENED, TO
THE EATENY POSSIBLE. WITH EVERGREEN RUxTINGS. PLANTINGS SHHL ALLOW
FOR A MINIMUM OF A 5• CLEARANCE AROUND THE STRUCTURE TO ALLOW FOR
ACCESS. ADDITIONALLY ANY SIDE O THE STRUCTURE HAVING A DOOR OR LOCK,
THE PLANTINGS SHALL ALLOW FOR A TO- CLEARANCE. THE AMOUNT OF CLEA7wCE
SMALL ACCOUNT FOR THE SIZE O THE PLANT MATERIAL AT MATURITY.
c NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-MAY OR WITHIN 5' EE
A SIDEWALK.
e: ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE NOM IS
CCI"I "iff OF FOENCING $MALL AL ,REMAIN UNTIL ISSUANCE Or
2 11/22/04
No. Date
oP °/1
P . VUSS7p;V's
Alfa
5 } 197E s
?sfifT'RtiCNNtEP f,ar'C
i
'•. 4N LX IPM ?
WESTON MANOR Hugh .Je Gilleece and Associates {
875 Walnut Street Suite 060 Cary. NO Phone) (919)469-fl01 Fax: [phone] I PE Seal aid
'Apply: Agricultural limestone - 2 TOnr7M (3 losulacre in clay roils)
Fu¢lira -1,0001blacse -1010.10
superphosphate -500iblacre-lox analysis
Mulch - 210oslacre - small grain straw
Anchor - Asphalt Emulsim 0 300 gals/acre
PER TOC COMMENTS DATED 11101104 JRZ/F
Revision Own/(
GEhEML NOTES
FOR
WESTON W .NQ
SITUAAT®AT
CARY
CARY TOWNSHIP, WAKE COl1MY, NORTH CAROLINA
JOB r: 3690.45 _ Sheet:
OSN/CHK BY: PNJ DATE: 10/04/2004
_ OWN BY: BAH DATE: 10/04/2004 1
KEGS auir. le [dMT1 a xAXE /
0.e. 1e2. K. lEt 111151 IAACI i7/
0.1.A L i` J
r
.17
ob e.N. 1914 K.
/ PIN Drum-2eaAn 0 It,
.1. 1599.. u
20- / it'll G NJOINT USE ACCENT yADT1fM BElI mfJwE NOTE' YANI a 417C )I.t)-2 `'
n / 111 I ATEPEINE EASEMENT AMID TD.[6R?RI1 ??
L
/ 1? K. 1a WeME DQX r c +4o YIgA:CT S (` 23
} , ?' 1} D.e. 414 K. )]i rlx 0155 01,_E I5! 1. TO 041042X111 DN1ICf TO El I STING TPCCS KNI THE INTEPIOR EDGE OF e. M. 10 K. N px/ ?\ \
II 1 111, 111 \ /' \ , /y
iRrr ONGEiIE AREA OF CDNTRACIDR SO AS SHALL I0 CUT CUT'NRATKR CRA - SI?APES
1 _ _ 1jt1, rIx Onto) nn
11 tt11`li lillll/ / .:.. rFIE rNAN 7E POOtS. STWE CWEi SNITiA rRUtt. WARS
Co-TY DEPNR7119A OF wr C .-,MCE4•.
``IIII II II1V11.',' \ \ \ / /20 LiNkE EXNW \ 2. THE TREE PROTECTION FENCE SHALL BE MANIAIWO ON THE SITE UNTIL AND 7 F(YISEO Si-11.
nn v v ?'9 Sr All. ALL SITE Moor Ts o
14 ' 4 r }E? ylti ` . \ \,, ` 1 / o.. ( `\ . cw><crco Ab rlE Elw.l snE INSECCrta PRIOR DATED T MARCH 11it
10 SITE INRCrION FOR THE co '
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WETLAND IMPACT MAP 1
FOR
APPROVED not TOWN OF CARY WESTON
W"
6RAPHIC SCALE 1'•50' DRC CATE SITUATED AT
WESTON MANOR
PLAWIN'G DATE CARY
0 50 100 150 ENGINEERING DATE CARY TOWNSW, WAKE COUNTY, NORTH CAAOLNA
JOB !: 3690.45 Sheet:
Hugh J. Gilleece and Associates DSN/CHKBY: PNJ CATE: 1010412004
_. •• .. - - - - __ -1 - - - PG can l 0 nri Cinn 0 lllra CNN BY: BAH CATE: 10/04/2004
--- .. •••• -- -
AREA 2: CHANNEL IMPACT AREA 2- 140.46 if
?t4' IMPACT SUMMARY:

LINEAR WETLANDS: AREA 1- 189.19 sf
CHANNEL: AREA 2- 140.46 if
WESTON MANOR

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