20042029 Ver 1_Complete File_20041222

B. Scott Mitchell Environmental Cons
ultin;
September 23, 2005
Ms. Cyndi Karoly
DWQ - 401 Wetlands Certification Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
Re: Ralph Stephens Road Commercial Property - Holly Springs, North Carolina
DWQ Project # 04-2029
Dear Ms. Karoly:
This letter is in response to the 401 Water Quality Certification issued by your office on July 26,
2005, for the Ralph Stephens Road Commercial site in Holly Springs (Wake County). Additional
(Condition of Certification #6 states that "you are required to submit a schedule of anticipated
development and construction for the entire project within 60 days of the date of this
Certification".
The entire property is currently under contract with a potential buyer. The potential buyer
anticipates that grading will begin in the summer of 2006 with site development completed within
one year. Please do not hesitate to call me if you have any questions, comments or concerns
about this project or if you need any additional information.
Sincerely, -------------
Scott Mitchell, PE, LSS
D
S E P 2 3 2005
DENR - WATER QUALITY
VYEiLANDB AND SMRMWATER BRANCH
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
1\

0,? W A rMichael F. Easley, Governor
William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
QI '? Alan W. Klimek, P.E. Director
Division of Water Quality
July 26, 2005
DWQ Project # 04-2029
Wake County
Stafford Land Company, LLC
246 Valleyfield Lane
Southern Pines, NC 28387
Subject Property: Ralph Stephens Road Commercial, Holly Spring, NC
UT to Basal Creek [03-04-03, 27-43-15-3, B NSW]
Approval of 401 Water Quality Certification and Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.391 acres of wetlands for the purpose of commercial construction at the
sul ject property, as described within your application dated December 14, 2004 and received by the N.C.
Division of Water Quality (DWQ) on December 22, 2004. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402).
The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit. This Certification replaces the one issued to you on April
22,! 2005.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation maybe required as described in 15A
NCAC 211 .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional 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
(Units) Plan Location or Reference
404/CAMA Wetlands 0.391 (acres) PCN form
401 pver0ghVftprgss Revlew Unit
1650 Mail Service Clenter, Ralegh, North Carolina 27699-1650
232 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]$6 / FAX [phone] Internet httn://h2o.enr.state.nc.us/ncwefands
A. C......1
One
N Caro a
tur
Stafford Land Company, Inc
Page 2 of 3
July 26, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Written Stormwater Management Plan
A final, written stormwater management plan for each phase of this project (including a signed
and notarized Operation and Maintenance Agreement) shall be submitted to the 401 Oversight
and Express Permitting Unit (2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604) prior to
construction of each phase. You are required to submit a schedule of anticipated development
and construction for the entire project within 60 days of date of this Certification. You should
note that the stormwater management facilities must ultimately be designed to treat the entire
project area included in your application. The stormwater management plan for each phase shall
Stafford Land Company, Inc
Page 3 of 3
July 26, 2005
be approved in writing by this Office before the impacts associated with that phase occur per
Condition No. 4 in GC No. 3402. You have the option of using the Express Review Program for
expedited approval of plans associated with any project phase. If you propose to use the Express
Review Program for any phase of this project, remember to include the appropriate fee with the
plan. The stormwater management plan must include plans, specifications, and worksheets for
stormwater management facilities that are appropriate for the surface water classification and
designed to remove at least 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. These facilities must be designed to treat the
runoff from the entire project, unless otherwise explicitly approved by the Division of Water
Quality. Also, before any permanent building is occupied within any phase on this site, the
facilities (as approved by this Office) shall be constructed and operational, and the stormwater
management plan (as approved by this Office) shall be implemented. The structural stormwater
practices as approved by this Office as well as drainage patterns must be maintained in perpetuity.
No changes to the structural stormwater practices shall be made without written authorization
from the Division of Water Quality
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Eric Kulz or Mike Horan in the DWQ Raleigh Regional Office at 919-571-4700.
Sincerely,
57-
Alan W. Klimek, P.E.
AWK/cbk/bs
Enclosures: GC 3402
Certificate of Completion
I.
cc: Scott Mitchell Consulting, 5601 Maggie Run Lane, Fuquay-Varina, NC 27526
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 04-2029 Randle Stevens Road Commercial Property (Wake) 401 NBRMOD
B. Scott Mitchell-Environmental Consulting
May 20, 2005
Ms. Cyndi Karoly
DWQ - 401 Wetlands Certification Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
I1I@wW[q@
MAY 2 3 2005
DEw o • WATER OUAL1Tv
AND STORUWATER BRANCH
Re: Ralph Stephens Road Commercial Property - Holly Springs, North Carolina
DWQ Project '# 042029
Dear Ms. Karoly:
This letter is in response to the 401 Water Quality Certification issued by your office on April 22,
2005, for the Ralph Stephens Road Commercial site in Holly Springs (Wake County). Additional
Condition of Certification #6 states that "a final written stormwater management plan shall be
submitted to the 401 Oversight and Express Permitting Unit within 60 days of the issuance of the
401 Water Quality Certification". We discussed the procedure for changing this condition on the
telephone earlier today and this letter is a follow-up to that conversation.
As we discussed during our telephone conversation, the owner of the property plans to sell the
tract in sections. The size and configuration of these sections need to remain flexible in order to
accommodate the needs of future buyers. Hence, the owner is unable to provide a plan that
accurately illustrates the ultimate development of the site. Please note that a stormwater
management plan for the conceptual site plan was submitted to your office on April 8, 2005.
Based on current interest in the site, the owner anticipates a construction start date of
approximately 12 months from now. Please note that this timeframe is approximate since no
sections ofthe-tract have been sold yet-The site may not be fully developed for several years.
For the reasons stated above, the owner requests that the requirement for submittal of a final
written stormwater management plan within 60 days of issuance of the 401 Water Quality
Certification be changed to more appropriately reflect the development schedule of the site.
Thank you for your time spent reviewing this request. Please do not hesitate to call me if you
have any questions, comments or concerns about this project.
Sincerely,
AcottMitZ?chell, PE, LSS
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Ofce:919-557-4682 Fax: [phone] Mobile: [phone]
OF WA
TF9
PG
f
o -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 22, 2005
Stafford Land Company, LLC
246 Valleyfield Lane
Southern Pines, NC 28387
Subject Property: Ralph Stephens Road Commercial, Holly Spring, NC
UT to Basal Creek [03-04-03, 27-43-15-3, B NSW]
Approval of 401 Water Quality Certification and Additional Conditions
Dear Sir or Madam:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-2029
Wake County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.391 acres of wetlands for the purpose of commercial construction at the
subject property, as described within your application dated December 14, 2004 and received by the N.C.
Division of Water Quality (DWQ) on December 22, 2004. After reviewing your application, we have
decided that the impacts are covered by General Water Quality',,' Certification Number(s) 3402 (GC3402).
The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USAGE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. i Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
404/CAMA Wetlands 0.391 (acres)
1cre-cra
401 Oversight/Express Review Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phony 919.733.1786 / FAX 919-733-M3/ Internet: httpJ/h2o.enr.state.nc.ustnowetiands
Stafford Land Company, Inc
Page 2 of 3
April 22, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practiices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters 'standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Written Stormwater Management Plan
A final, written stormwater management plan (including a signed and notarized Operation and
Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit
(2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604) within 60 days of the issuance of the 401
Water Quality Certification. The stormwater management plans shall be approved in writing by
this Office before the impacts specified in this Certification occur per Condition No. 4 in GC No.
3402. You have the option of using the Express Review Program for expedited approval of these
plans. If you propose to use the Express Review Program, remember to include the appropriate
Stafford Land Company, Inc
Page 3 of 3
April 22, 2005
fee with the plan. The stormwater management plan must include plans, specifications, and
worksheets for stormwater man agement facilities that are appropriate for the surface water
classification and designed to remove at least 85% TSS according to the most recent version of
the NC DENR Stormwater Best Management Practices Manual. These facilities must be
designed to treat the runoff from the entire project, unless otherwise explicitly approved by the
Division of Water Quality. Also, before any permanent building is occupied at the subject site,
the facilities (as approved by this Office) shall be constructed and operational, and the stormwater
management plan (as approved by this Office) shall be implemented. The structural 'stormwater
practices as approved by this Office as well as drainage patterns must be maintained in perpetuity.
No changes to the structural stormwater practices shall be made without written authorization
from the Division of Water Quality
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
73,3-9721 or Eric Kulz or Mike Horan in the DWQ Raleigh Regional Office at 919-571-4700.
AWKIcbk/bs
Enclosures: GC 3402
Certificate of Completion
Si ;erely, AW. Klimek, P.E.
cc Scott Mitchell Consulting, 5601 Maggie Run Lane, Fuquay-Varina, NC 27526
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional. Office
File Copy
Central Files
Filename: 04-2029 Randle Stevens Road Commercial Property (wake) 401 NBR
av?w
1. Written Stormwater Management Plan (Final Plan Needed)
* 195 ' o15
OL" ?b 401
A final, written stormwater management plan (including a signed and notarized
Operation and Maintenance Agreement) shall be submitted to the 401 Oversight and
Express Permitting Unit (2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604) within 60
days of the issuance of the 401 Water Quality Certification. The stormwater management
plans shall be approved in writing by this Office before the impacts specified in this
Certification occur per Condition No. in GC No.
• The conceptual plan that you have submitted must be finalized. Bio-retention
must be designed in accordance with the NC DENR Stormwater Best
Management Practices Manual, and include full-sized landscape (planting) plans
and specifications, construction sequencing, plant material specifications (source,
size, type, etc.), planting schedule and specifications, and post-construction
maintenance (see pages 55-65).
• The stormwater management plan must include plans, specifications, and
worksheets for stormwater management facilities that are appropriate for the
surface water classification and designed to remove at least 85% TSS according to
the most recent version of the NC DENR Stormwater Best Management Practices
Manual. Because this project is located within a Nutrient Sensitive Water, you
are required to use: bio-retention, extended detention wetlands, or ponds followed
by forested filter strips (designed in accordance with the Manual. These
facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building is occupied at the subject site, the facilities
(as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented.
The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the
Division of Water Quality.
• You have the option of using the Express Review Program for expedited approval
of these plans. If you propose to use the Express Review Program, remember to
include the appropriate fee with the plan.
o4-2,0 a-9
SUED
B. Scott Mitchell Environmental Consulting
C?C?C ?dG p
Q
d
APR 1 1 2005
April 8, 2005
DENR -WATER QUALITY
WEnANIX AND STATER BRANCH
Ms. Cyndi Karoly Mr. Eric Kulz
DWQ - 401 Wetlands Certification Unit DWQ - Raleigh Regional Office
2321 Crabtree Boulevard 3800 Barrett Drive
Suite 250 Suite 101
Raleigh, North Carolina 27604 Raleigh, North Carolina 27609
Re: Ralph Stephens Road Commercial Property - Holly Springs, North Carolina
DWQ Project # 04-2029
Dear Ms. Karoly and Mr. Kulz:
This letter is in response to your request for additional information for the Ralph Stephens Road
Commercial property dated February 11, 2005. Your request for additional information asks for a
detailed stormwater management plan for the proposed site development.
Attached for your review is a stormwater management plan with supporting calculations,
bioretention area worksheets and a signed and notarized Operation and Maintenance Agreement.
'Please note that several blanks on the bioretention area worksheets are not filled in. While the
calculations for the stormwater management plan are accurate, the plan is conceptual in nature.
The Owner of this site will sell parcels for final development by others. In order to make the site
more marketable, the Owner is required to maintain some flexibility in site layout as parcels are
purchased for development. Hence, it is impossible at this time to finalize the details of the
proposed bioretention areas since we do not yet know the detailed characteristics of each BMP's
contributing drainage area. However, the attached plan and calculations do illustrate the
appropriate size and location for each proposed BMP. We ask that you accept this stormwater
management plan with the condition that finalized BMP plans are to be submitted to you for your
review and approval as development progresses through the site.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions, comments or concerns about this project. Also, for your
records, I have attached a revised Agent Authorization Form for this project.
Sincerely,
Scott Mitchell, PE, LSS
5601 Maggie Run Lane Fuquay-Marina, North Carolina 27526
Office. 919-557-4682 Fax: [phone] Mobile: [phone]
v- L
B. Scott Mitchell Environmental Consultin
March 2, 2005
Ms. Cyndi Karoly Mr. Eric Kulz
DWQ - 401 Wetlands Certification Unit DWQ - Raleigh Regional Office
2321 Crabtree Boulevard 3800 Barrett Drive
Suite 250 Suite 101
Raleigh, North Carolina 27604 Raleigh, North Carolina 27609
Re: Ralph Stephens Road Commercial Property -Holly Springs, North Carolina
]Dwq Project #U-U"
Dear Ms. Karoly and Mr. Kulz:
This letter is in response to your request for additional information for the Ralph
Stephens Road Commercial property dated February 11, 2005. Your request for
additional information asks for a detailed stormwater management plan for the proposed
site development. The engineer for the project is currently working on the stormwater
management plan and anticipates completion within two weeks from the date of this
letter. We will provide you with this stormwater management plan as soon as it is
complete.
Thank you for your time spent reviewing this additional information. Please do not
hesitate to call me if you have any questions, comments or concerns about this project.
Sincerely,.
Scott Mitchell, PE, LSS
?\NJ
D
`? Q4?pp5
'ji ire'- I-
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office. 919-557-4682 Fax: [phone] Mobile: [phone]
M?MPRANDUM
TO: John Dorney Regional Contact: Michael Horan
Non-Discharge Branch WQ Supervisor: KPn SrhustPr
Date:
SUBJECT:', WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Ralph Stevens Road Commercial Property c/o
Project Number 04 2029
FRecvd From APP
Reoiyved Dajte 12/22104 Recvd By Region
P?Goct'TyRe commercial
Certificates Stream
Class
County Wake
County2
Region Raleigh
Permit Wetland Wetland Wetland Stream Acres Feet
Type Typed Impact Score Index Prim. Supp. Basin Req. Req.
3q see O Y O N ??-4 -15- t I " ,77 ?o-40 T F_ 039 F
L Y 101
Mitigation Wetland
MitjgationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Coed 0 Deny
ProvWdeld by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Can stormwater running to pond be diffused with existing topagra hy. They need to provide a
cc: Regional Office
Central Office
Page Number 1
i
I Stafford Land Company, LLC
` Page 2 of 2
2/11/05
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
e not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Ms. Deborah
dwards at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly,
DWQ, 401 Oversight/Express Permitting
CBKldae
cp: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File (dopy
Central Files
Scott Mitchell-Spaulding & Norris, PA, 972 Trinity Rd., Raleigh, NC 27607
Filename: 042029RalphStevensRd(Wake)401+hold
I
i
! i
c
7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
February 11, 2005
C,ERTIFIED MAIL: RETURN RECEIPT REQUESTED
Stafford Land Company, Inc.
246 Valleyfield Lane
Southern Pines, NC 28387
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 04-2029
Wake County
Subject Property: Ralph Stephens Road Commercial
UT to Basal Creek [03-04-03, 27-43-15-3, B NSW]
i
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On December 22, 2004, the Division of Water Quality (DWQ) received your application dated
December 15, 2004 to impact 0.3914 acres of wetlands to construct the proposed Commercial
Development. 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 wetlands and/or streams 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 will place
this project on hold as incomplete-ti. ntil we receive this additional information. Please provide
fl* following information so that we may continue to review your project.
Additional Information Requested:
1.! Stormwater Management Plan
Please provide details for the stormwater management practices as required by General
Certification 3402. Locations for all stormwater BMP's must be shown on the site plan.
j In addition, submit all worksheets for the stormwater facilities that are to be used, worksheets
'I can be found on our website at: http://h2o.enr.state.nc.us/ncwetiands/mitresto.html
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.
401 Wetlands CgrUficaiion Unit
1 ail Ser? Center, Raleigh, North Carolina 27699-1650 One
2W1 rabtree levard, suite 250, Raleigh, North Carolina 27604 NofthCarohna
Phone: 919-733}1786 /FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncweuands
NatAmallff
An Equal Opportunity/Affirmative Action Employer - 500/6 Recycled/10% Post Consumer Paper
M N1t?RA4DUM
i,
TO: John Dorney
Non-Discharge Branch
Regional ntac : Michael Horan for Eric
WQ Supervisor: KPn SrhustPr
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Ralph Stevens Road Commercial Property c/o County Wake
Projecit Nym4er 04 2029 County2
Re*vdiFrQm APP Region Raleigh
Received Date 12/22/04 Recvd By Region
Project Type commercial
Cegtificate Stream
Pe it} Wetland Wetland Wetland Stream Class Acres
Tye Type Impact Score Index Prim. Supp. Basin- Req.
F39 seep WT ON F 277-15-3 FB NSW 30,403. 039
Y-o
Mitigation Wetland
"WigationType Type Acres Feet
_
_
i
F
F

-
„ 17,
,a

Feet
Req.

Is Wptlend Rating Sheet Attached? O Y O N Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mlltigation required? O Y ON Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regiona(Office
Central Office Page Number 1
Facility Name Ralph Stevens Road Commercial Property c/o County Wake
51roject Number 04 2029 Regional Contact: Michael Horan for
Date:
..omments (continued from page 1):
cc: Regional Office Page Number 2
oencrar oMQV
FIL E CUFF
Date:
Triage Check List
• ??, ??
Projett Name. pz"/ PAS
DWQ#: AY14
County:
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
?/MRO Alan Johnson ? WSRO Daryl Lamb
F,RRO
Telephone (919)
;From.• ? )
I
The file attached is being forwarded to dour for your evaluation.
Please call if you need asostance.
? Stream length impacted
? Stream determination
?, W?d determination and distance to blue-lime surface waters on USFW topo maps
Minimization/avoidance issues
? Buffer Rules (Neuse, 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:
SPAULDING & NORRIS, PA
Planning • Civil Engineering • Environmental
January 20, 2005 Aft
se j
Mr. Eric Kulz
Ms. Cyndi Karoly
NC Division of Water Qfilky?` NC Division of Water Quality
Raleigh Regional Office Central Office
3800 Barrett Drive 2321 Crabtree Boulevard
Suite 101 Suite 250
Raleigh, NC 27609 Raleigh, NC 27604 - 2260
Re: Request for Additional Information for the Ralph Stephens Road
Commercial Property, in Holly Springs, NC (Wake County)
DWQ Project # 04-2029
Dear,Ms.:Karo1y_and.Mr..Ku17, _
This letter is our response to your request for additional information for the Ralph Stephens Road
Commercial Property in Holly Springs (Wake County).
Additional Information Requested:
1-a. Please show all stream impacts including allfll slopes, dissipaters and bank
stabiftadon on the site pla&
There are no streams on the property.
1-b. Please indicate all buffer in>paets on the site plan.
No buffer impacts are proposed for this site.
1-c. Please provide details for the stormwater management pradices as required by the
general cen*l ation. Locations for all stormwater BMPs must be shown on the site
Pl
The engineer for this project is currently designing a stormwater management plan for the
site. When complete, the stormwater management plan will be submitted to the NCDWQ
for review.
1-d. Please indicate all stormwater outfalls on the site plan.
The engineer for this project-is currently designing a stormwater management plan ?'or the _
site. When complete, the stormwater management plan will be submitted to the NCDWQ
for review.
Please do not hesitate to contact me if you, have questions, comments or concerns about our
responses to your request for additional information. Thank you in advance for your time spent
reviewing this permit application. -
L
JAN24 2„
Scott Mitchell, PE, LSS rr . WATEr,
M'ETii+ ._
Environmental Engineer / Scientist ^'`'MWAit
R ?PON%H
Phone: [phone] • Fax: [phone] Trinity Road ? Raleigh, Noah Carolina 27607
oaoF WA
QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 4, 2005
DWQ Project # 04-2029
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Stafford Land Company, Inc.
246 Valleyfield Lane
Southern Pines, NC 28387
Subject Property: Ralph Stephens Road Commercial Property, Holly Springs, NC
REQUEST FOR MORE INFORMATION
Oil December 22, 2004, the Division of Water Quality (DWQ) received your application dated
December 15, 2004 to impact 0.391 acres of wetlands for the proposed commercial development.
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 wetlands and/or streams 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 211.0506 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. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plan.
b. Please indicate all buffer impacts on the site plan.
c. Please provide details for the stormwater management practices as required by the
general certification. Locations for all stormwater BMP's must be shown on the site
plan.
d. Please indicate all stormwater outfalls on the site plan.
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
401 0yersight/FVress Review Pemrtting Unit
1050 Mail Service Center, Raleigh, North Carolina 29699-1650
2021 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httpJ/h2o.enr.state.nc. us/nmetlands
tlatacnr
Stafford Land Company, Inc.
Page 2 of 2
January 4, 2004
are not authorized (at this time) by the DWQ. Please call John Dorney or Ms. Cyndi Karoly at
919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight Unit
CBK/bs
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Scott Mitchell, Spaulding & Norris, 972 Trinity Road, Raleigh, NC 27607
Filename: 04-2029 Ralph Stevens Road Commercial (Wake) On Hold
0
SPAULDING & NORRIS PA
Planning • Civil Engineering • Environmental GF? f
December 15, ?0(_14 srq'?,,?p ?12Q
?&
Mrs. Jennifer Burdette Mr. John Dorney
US Army Corps of Engineers. NC Division of Water Quality
Raleigh Regulatory Field Office Central Office
6508 Falls of the Neuse Road 2321 Crabtree Bouleva
Suite 120 Af 29 Suite 250
Raleigh, NC 27615 G Raleigh, NC 27604 - 2260
Re: Pre-Construction Notification Application Form for the Ralph Stephens Road
Commercial Property, in Holly Springs, NC (Wake County) _ p
I r3
Dear Ms. Burdette and Mr. Dorney, FILL
Attached is the completed PCN Application Form for proposed riparian wetland impacts
required for the development of the Ralph Stephens Road Commercial Property (PIN
0658054789) in Holly Springs (Wake County). The site covers 17.617 acres, northwest
P of the intersection of NC55 and Ralph Stephens Road and is in the Neuse River Basin. PAYMENT RECEIVED Jurisdictional wetlands on this site were delineated in two phases, separated by the
centerline of the existing Colonial Pipeline gas easement. A Notification of Jurisdictional
Determination was issued for portions of the property south of this centerline on August
30, 2002 (USA CEAetion ID: 200221184). Mrs. Jennifer Burdette verbally approved the
wetland delineation for the remainder of the property on August 17, 2004. A wetland
survey has been submitted to Mrs. Burdette for her signature, but has not been received at
our office as of the date of this application submittal. Additionally, Ms. Deborah
Edwards issued a Neuse Riparian Buffer concurrence letter for the subject property on
July 16, 2002. The Wake County Soil Survey indicates a channel on the east of the
property. Ms. Edwards ruled that there was no channel or surface water subject to the
Neuse Buffer Rules in this area. The Wake County Soil Survey also indicates a pond
near the center of the property. This pond does not exist as illustrated by the attached
exhibit labeled "1999 Wake County GIS Aerial Photograph of Henry Collins Property".
However, it was not evaluated during the Neuse Buffer concurrence meeting on June 27,
2002.
A site plan labeled "Neuse River Buffer, Stream and Wetland Impact Map (Drawing
Sheet WL-1.0)" is attached to illustrate proposed wetland impacts. Proposed impacts in
Impact Area #1(0.0980 acre) are required for the installation of the main entry into the
site. The location of this entrance to the site is dictated by NCDOT requirements.
Proposed impacts in Impact Area #2 (0.2934 acre) are required for the development of a
bank site, which includes customer and employee parking, travel lanes and associated
grading. Visibility from NC55 is a crucial element in the placement of the bank; hence
the proposed wetland impacts are unavoidable in this location. Complete avoidance of
Phone: [phone] • Fax: [phone] ? 972 Trinity Road • Raleigh, North Carolina 27607
the wetland near NC55 would reduce the site's frontage and exposure to this major route
by approximately 50 percent. NC55 will supply nearly 100 percent of the traffic into the
site as illustrated on the attached exhibit labeled "Wake County GIS Cadastral Map
Illustrating Site Relationship to NC55, Ralph Stephens Road and Surrounding
Properties". Proposed wetland impacts total 0.3914 acre.
The original site plan is illustrated on the attached "Ralph Stephens Road-55 Bypass
Project, Schematic Site Plan". This original site plan had far more proposed impacts
than the revised plan illustrated on the "Neuse River Bq er, Stream and Wetland Im t
Map". The original site plan required 0.9046 acre of wetland impacts and 11,120 f of
Neuse Riparian Buffer impacts. The revised site plan reduced proposed wetland impacts
by 0.5132 acre (57 percent) and completely eliminated proposed Neuse Riparian Buffer
impacts.
Mitigation for proposed impacts will be provided through payment to the NC Ecosystem
Enhancement Program. Confirmation from the EEP dated December 13, 2004, states that
they are willing to accept payment for riparian wetland impacts associated with this
project. A copy of this letter is attached for your reference.
Areas where wetland impacts are proposed are mostly covered with herbaceous
vegetation as a result of agricultural use of the property in the recent past and the
continued mowing of the site. This wetland was rated using the "Guidance for Rating the
Values of Wetlands in North Carolina" to illustrate its relatively low value. A completed
"Wetland Rating Worksheet" is attached for your reference and review. The Owner asks
that the value of this wetland versus the value of wetlands restored with mitigation funds
paid to the NCEEP as a result of this proposed project be considered when reviewing this
application.
The engineer for this project is currently designing a stormwater management plan for the
site. When complete, the stonmwater management plan will be submitted to the NCDWQ
for review. Please do not hesitate to contact me if you have questions, comments or
concerns about this application. Thank, you in advance for your time spent reviewing this
permit application.
Sincerely,
I
Scott Mitchell, PE, LSS
Environmental Engineer / Scientist

Office Use Only: 4 4 20 2 "'ion May 2002
USACE Action ID No. DWQ No.
(!t any particular item is not applicable to tors project, please enter "Not Applicable" or "N/A".)
L (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: Nationwide Permit #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Stafford Land Company= Inc.
Mailing Address: 246 Valleyfield Lane
Southern Pines North Carolina. 28387
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: Scott Mitchell
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh. North Carolina 27607
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: scoff ,mspauklhigl gms.com
Page 5 of 13
III. (Project Information
;Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Ralph Stephens Road Commercial
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0658.09-05-4789
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From US-1, take NC-55 Bypass
south towards Efflg"-Varina approximately 5.5 miles Turn right onto Ralph Stephens
Road at second turn off. Site is on the right side of Ralph Stephens Road.
5. Site coordinates, if available (UTM or Lat/Long):
(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): 17.617 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary to Basal Creek
(Stream Classification BNSW Stream Index # 27-43-15-3)
8. River Basin: Neuse Subbasin # 03-04-03
(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/m".)
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 majority of the site is abandoned agricultural land.
Surrounding properties to the northwest and south are also active or abandoned agricultural
land or low-density residential properties A residential subdivision is across NC55 (ems
Page 6 of 13
from the site. The site is crossed by two utility easements, one for a Carolina Power & Light
electric line right-of-way and the other for a Colonial gas line easement.
10. Describe the overall project in detail, including the type of equipment to be used:
This project will provide infrastructure for a new office and commercial development.
Proposed site improvements include the installation of roads. narking lots, buildings,
landscapin , utilities water, stormwater and sanitary sewer), etc. Equipment used for the
installation of infrastructure includes but is not limited to bull-dozers track-hoe excavators
front-end loaders, pans, etc.
11. Explain the purpose of the proposed work: To provide a new office and commercial
development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Notification of Jurisdictional Determination was issued for the southeast comer of the property
on August 30.2002 (USACE AID# 20022118 . Wetlands on the remaining portions of the
'property were verball y approved by Mrs. Jennifer Burdette of the Raleigh Regulatory Field
Office of the USACE on August 17, 2004. A Neuse Buffer concurrence meeting was held on
this property with Ms. Debbie Edwards on June 27, 2002. A Neuse Buffer concurrence letter
dated July 16, 2002, is included with this application.
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 permit requests are anticipated for this project.
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
Page 7 of 13
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 impacts include
filling wetlands for the construction of roads, parking lots, buildings and associated grading.
2. Individually list wetland impacts below:
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***
i Fill 0.0980 No 200 Seep
2 Fill 0.2934 No 200 Seep

* 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
(MW, or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athtti)://www.fema.go v.
** Listia 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 (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.674 acres
(0.0309 Isolated, 0.7386 Pond)
Total area of wetland impact proposed: 0.3914 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
None

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 strueture and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (oement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. N 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 (rmoamed 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.usss.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
WWW.manouest.com, etc.).
Page 8 of 13
Cumulative impacts (linear distance in feet) to all streams on site:. None
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
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None

Listeach 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): El uplands F] stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The site lavout avoids impacts to the pond, both wetland areas near the pond and the pond's
associated buffers. Impacts to the remaining wetland area are unavoidable due to NCDOT
access spacing ,requirements and the need to maintain the financial viability of the project. The
proposed impact near the NC55 4-lane divided highway is required for the survival of the
project. Complete avoidance of the wetland next to NC55 would effectively remove V2 of the
site's frontage on this main travel corridor. Maximum use of the site's frontage on NC55 is
crucial to the financial viab' 'ilrt o
project, since NC55 will supply nearly 100% of the traffic
the -
and exposure for this site. Ralph StQbens Road serves only a few residential and agricultural
properties, as illustrated on attached exhibits. The original layout for this project would have
impacted 0.9046 acres of wetlands and 11,120 ft2 of Neuse Riparian Buffers around the pond. A
Page 9 of 13
cove of the original layout is attached for your reference to illustrate impact avoidance and
minimization efforts for this project.
VIIL' 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.nc.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 (acreagellinear 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.
Per Mrs. Jennifer Burdettg, mitigation for proposed impacts to the wetland nearest NC55
will be required at a ratio of 1:1. Total proposed wetland impacts equal 0.3914 acre. 0.5 acre
of mitigation will be provided through payment to EEP. A letter from the NCEEP
confirming their acceptance of payment for riparian wetland impacts is attached.
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/wrp/index.htm. If use of
Page 10 of 13
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): 0.5
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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 El 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
a feet)
Multiplier Required
Miti Lion
Page 11 of 13
I None 3
2 None 1.5
Total
* 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 2B .0242 or.0260.
N/A
X1. 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.
Total acreage of the site is 17.6170 acres. ExistWg bppervious surfaces cover approximately 1.5
acres. Proposed impervious surfaces total 8.8125 acres for a total site proposed impervious
coverage of 50.02%. The engineer for this project is currently designing a stormwater
management plan for the site.
X UL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary wastewaters generated at the proposed project site will be collected by the Town of
Holly Springs sanitary sewer collection system and treated at the Town of Holly Springs
wastewater treatment plant on Utlev Creek.
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
W. 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 12 of 13
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).
A cant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Land Plat =g. uml Engmeenttg - hmnronmenat hngn=mg
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE MLED IN BY CURRENT LANDOWNER
Name: S ? k Lw. A Cow. ray, .?
Address: V-( to U w tl ?.. ; L 1 Z Lane- r
Sou 4.er r\ Ptrnis , t?,l C 2 $3 Y,7
Phone: 9/0 [o g 2 9 80
Project Name/Description: Ped pIx 5"kr,r, s Po ?-•• ?,er coe4 ,
Date:. 12, 1 4b (1.o o-t
The Department of the Army
US Army Corps of Engineers
Wilmfington District
PO Blox 1890
Wilmington, NC 28402-1890
Attn: k1#15. T Z n 0 : ?t ? Uect c # C
Fieldbffice: fz,*I, ' Q / i
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern';
I, the, current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., from this day forward. This the 0'0-, day of
This notification supercedes any previous correspondence concerning the agent for this project.
PRINT Owner's game PSignature
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit -,
1650 Mail Service Center
Raleigh, NC 27699-1650
972 Trinity Road Raleigh, North Carolina 27607 ? Phone: [phone] Fax: [phone]
u
ANN,
U.S. Aii Sy V CORPS OF ENGINEERS
U %. W!", P-112- y
Wilmington District
Action ID: 20022 1 1 84 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION = -
Property Authorized
Owner Stafford Land Comm Agent Sap ulding & Norris, P.A.
Attn: Scott Mitchell
Address 780A NW Broad Street Address 972 Trinity Road
Southern Pines, NC 28387 Raleigh, NC 27607
Telephone Number Telephone Number 919-854-7990
Size and Location of Property (waterbody, Highway nametnumber, town, etc.): The site is located
on they north side of Ralph Stephen's Road (SR 1114), at its intersection with NC Hwy 55, in Holly
Springs, Wake County, North Carolina. Only the proposed impact areas were evaluated.
Basislfor Determination: 'The site contains wetlands with indicators of ordinary high water marks,
located adjacent to an unnamed tributary of Bass Lake, in the Neuse River Basin.
Indicate Which of the Following Apply:
.There are wetlands on the above described property which we strongly suggest should be surveyed. The surveyed
wetland lines must be verified by our staff before the Corps will make a final jurisdictional determination on your
property.
_Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. 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.
_?_T'herejare 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.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
Project Manager Signature l V .(AAA a_,
Date August 30, 2002
Date August 20, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.

Applicant: Stafford La;:-d Company Number: 20022 1 1 84
Date:8-3O-
N
02
Attached is: See Section below
INITIAL PROFFERED PEItly' 7 (Standard Permit or Letter of permission) A
'PROFFERED PERMIT Standard Pen-it or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E

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 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
distriict 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 the 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
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.
-
E PREL MINARY 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.

- ON'II?2V-QLW,fiTFnRtAPPEk-I ,'OBJIJCTIONS TO, N'TNITI T PROFFERED -PERMIT <v
REASONS FOR APPEAL OR OBJECTIG `':.(Describe your reasons for appealing °u:e decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections ar•c addressed in the administrative record.)
i
i
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to cl ' the location of information that is ahead in the administrative record.
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Amanda D. Jones, Regulatory Specialist Mr. Arthur Middleton, Administrative_ Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
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, Geo is 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You 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 agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60, Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
' C
State ?'l North Carolina
?
Department of Environment
and Natural Resources
Raleigh Regional Office
icbael F. Eas!ey, Governor NCDENR
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N<SURAL RESOURCES
Division of Water Quality
July 16, 2002
Roy; Conoly
Spaulding & Norris, P.A.
972 Trinity Road
Raleigh, NC 27607
Subject: Neuse River Basin Buffer Rules
NBRRO 02-159
Wilco Site
Holly Springs, Wake County, NC
Dear Mr. Conoly:
On June 27, 2002, I conducted a site visit of feature A involved in the above referenced
project as identified on the attached maps. It was determined that feature A shown on the Wake
County Soil Survey, but absent on the USGS Apex, 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, Administrati ve Code T15A: 02B.0233
(NCAC .0233). The pond depicted on the Wake County Soil Survey was not evaluated. Feature
A is not subject within the property boundaries.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. 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.
i
Sincerely,
?SdI.YaC??---
Deborah Edwards
Environmental Specialist I
cc:;, John Domey/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
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id ticks, zone 17, shown in blue
Datum. I 23 MILS -
CONTOUR INTER
,) 1927 Nnrih A.,,..,...__ .. Nennwr w. ------
DATA FORM
ROUTINE WETLAND bETERMINATION
(1987 COE Wetlands Delineation Manual)
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
9.
2, 10.
3. 11.
4. 12.
5. 13.
6. 14.
15.
8. 16.
Percent of, Dominant Species that are OBL, FACW or FAC
e rJud' FAG).
Remarks: Hydrophytic vegetation present
HYDROLOGY
? Rec
rded Data (Des
mark
rib
in R d H
d
l
I
di
t
W
ll
c
e
e
s):
o
? Stream, Lake, or Tide Gauge y
ro
ogy
n
ors:
e
an
ca
Primary Indicators:
? Aerial Photographs ? Inundated
?',Other ? Saturated in Upper 12 Inches
No R
corded D
t
A
il
bl ? W
M
k
t
e
a
a
va
a
e er
ar
a
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: NIA n.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: NIA (m.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: NIA (in.) ? Other (Explain in Remarks)
Remarks: Wand hydrology not present.
VEGETATION
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color
Mottle Colors Mottle Abundance/
Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-8 A 2.5Y 613 10YR 5/6 20% Loam
8-14+ B Gley 2 8/10B 7.5YR 6/8 10% Clay
Hydric Sod Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? SuMic 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: Disturbed soil (Gas line easement). Remnant hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? OYes ?No (Check) (Check)
Wetland Hydrology Present? ?Yes ONo
Hydric Soils Present? MYes ?No Is this Sampling Point Within a Weiland? ?Yes ®No
RemarksData collected in the upland area along the gas line easement removed from wetland unit A.
Approved by HOUSACE 3/92
Forms version 1/02
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
P!ojecNSito: Henry Collins Proper ty ate: October 28, 2004
ApplicanVOwner. Stafford Land Company , Inc. ounty: Wake
at Shawn Guyer ate: North Carolina
[
Do Normai Circumstances exist on the site? OYes ?No ommunity ID:
Is the site significantly disturbed (Atypical Situation)? DYes ONo ID:
ransect
Is the area a potential Problem Area? DYes ONo lot ID:
H needed, explain on reverse.) r
VEGETATION
Dominnt Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.
9.
2.
10.
3.
11.
4. 12.
' 13.
' 14.
7. 15.
8.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(exclyftg FAC- .
Remarks:' Hydrophytic vegetation present
HYDROLOGY
Recorded Data (Describe in Remarks):
? Stream, Lake, or Tide Gauge Welland Hydrology Indicators:
Primary Indicators:
?,Aerial Photographs ® Inundated
?',Other ® Saturated in Upper 12 Inches
No Recorded Data Available ? Water Marks
? Drift Lines
? Sediment Deposits
Field Observations: ® Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: 4.0 (in.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Dep};h to Free Water in Pit: 0.0 (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: 0.0 (in.) ? Other (Explain in Remarks)
Remarks: Wand hydrology present.
SOILS
Map Unit Name
(Series and Phase). Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munseil Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-14+ A 2.5Y 4/1 - - Sandy 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: Hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Was ?No (Check) (Check)
Wetland Hydrology Present? ®Yes ?No
Hydric Soil Present? ®Yes ?No Is this Sampling POW Within a Wetland? ®Yes ?No
RemarksData collected in Wetland unit A, near NC Highway 55.
Approved by HQUSACE 3/92
Forms version 1102
1999 Wake County GIS Aerial Photograph of Henry Collins Property
Wake County GIS Cadastral Map Illustrating Site Relationship to NC55,
Ralph Stephens Road and Surrounding Properties
r
Il lull
PROGRAM
December 13, 2004
Scott Mitchell
Spaulding & Norris, PA
9,72 Trinity Road
Raleigh, NC 27607
Project: Henry Collins Property
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is
willing to accept payment for riparian wetlands impacts associated with the above referenced project. Please note
that the decision by the NC EEP to accept the mitigation requirements of this project does not assure that this
payment will be approved by the U.S. Anny Corps of Engineers and the N.C. Division of Water. Quality
Wedands/401 Unit. It is the responsibility of the applicant to contact these agencies to detennine if payment to
ft NC EEP for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the 4041401 to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or
the 401 Certification an invoice will be issued.
Based on the information supplied by you in a letter dated December 1, 2004, the wetlands restoration that is
necessary to satisfy the compensatory mitigation requircutents for this project is summarized in the following
table. The maximum amount of mitigation that the NC EEP will accept for this project is also indicated in this
table.
Stream
linear feet) Riparian Wetlands
acres Riparian Buffer
W
Tara acts 0,50
Mitigation Maximum 1,00
The riparian wetlands mitigation will be provided as specified in the 401 Water Quality Certification and/or
Section 404 Permit for impacts associated with the referenced project in Cataloging Unit 03020201, of the Neuse
Riper Basin. The mitigation will be performed in accordance with the Memorandum of Agreement between the
N. C. Department of Environment and Natural Resources, the U. S. Army Corps of Engineers and the N. C.
Department of Transportation signed July 22, 2003.
R oi*r; ... .. Pro" our Stag
North Carolina Ecosystem Enhancement Program. 1619 !Mall Service Center, Raleigh, NC 27689-1619 / 919-733-52118 /www.neeep.net
Scott Mitchell
Spaulding & Norris, PA
December 13, 2004
Page 2.
If you have any questions or need additional iaifotmation, please contact Carol Shave at [phone].
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Burdette, USACOF Ralcigh
Eric Kulz, DWQ Regional Office-Raleigh
File
Sincerely,
7-aammD. Gilmore, PE
Director
R to?ur?... F .. Pro" our State
North, Carolina Ecosystem Enhancement Program, 1619 hAail-Service Center, Raleigh, NC 27699-1619 / 919.733-5208 / www?.(TCW.net

Wetland location
on pond or lake
on perennial stream
on intermittent stream
within interstream divide
_ other: if ?,a fcr
Soil series 0, c b?,-a
predominantly organic
(humus, muck, or peat)
predominantly mineral
(non-sandy)
X_ predominantly sandy
Hydraulic factors
- steep topography
_ ditched or channelized
total riparian wetland width >_ 100 ft
Adjacent land use (within % mile upstream,
upslope, or radius)
forested/natural vegetation 5
agriculture, urban/suburban 9V 0/9
impervious surface /!; %
Dominant vegetation
1) IAAtUs
2) SG?hbuL4s a?R?LrsIi1
3) Sa /i ar r ie ra
Flooding and wetness
semipermanenfly to permanently flooded
or inundated
seasonally flooded or inundated
intermittently flooded or temporary
surface water
X no evidence of flooding or surface water
Welland type (select one)
Bottomland hardwood forest Pine savanna
Headwater forest Freshwater marsh
Swamp forest Bog/fen
Wet flat Ephemeral wetland
Pocosin Carolina Bay
Bog forest - Other 5-
c44
Me rating system cannot be applied to salt or brackish marshes or stream channels.
weight
R Water storage _ x 4.00 =
A Bank/Shoreline stabilization b x 4.00 =
T Pollutant removal -2i x 5.00 =
IQ
s
I Low flow augmentation - x I
2.00 =
N Wi
ldlife habitat _ 0 x
4.00 =
G Aquatic life _0 x 1.00
IGCC?Gc+f?? f ??Gaf/WI ? i
r ?-L
'Add 1 point if in sensitive watershed and >100% nonpoint disturbance within %2 mile radius.

40
STORM WATER MANAGEMENT PLAN &
CALCULATIONS
for
NC HWY 55 PROJECT
LOCATED IN
Holly Springs, NC
March 22, 2005
Prepared By:
Thompson & Associates, PA
153 Holly Springs Road
Holly Springs, NC 27540
[phone]

Stormwater Management Plan Design Summary
This report summarizes the stormwater management requirements, design strategy and,
supporting calculations for the Ralph Stephens Road Commercial project in Holly
Springs (DWQ Project # 04-2029). The proposed development will impact jurisdictional
wetlands on the property, hence, the Owner has submitted an application for a 401 Water
Quality Certification to the North Carolina Division of Water Quality. A condition of the
desired Certification is the design, installation and maintenance of stormwater BMPs
(Best Management Practices) that will provide 85 percent TSS (Total Suspended Solids)
removal from stormwater runoff from areas that have impervious coverage of 30 percent
or more. The collection of BMPs illustrated on the attached plan, together with this
report and supporting calculations constitute the required stormwater management plan
for this site.
The attached plan illustrates the contributing drainage area, layout and placement of four
bioretention areas on the site. Collectively, these bioretention areas will capture and treat
stormwater runoff from all impervious surfaces on the site. Per the April 1999 edition of
the NCDENR Stormwater Best Management Practices manual, properly designed
bioretention areas will provide 85 percent TSS removal as required by the conditions of
Certification.
Wividual Bioretention Areas
• Bioretention Area A will capture and treat runoff from approximately the western
third of the site. This BMP will outlet to the existing pond on the west side of the
site.
• Bioretention Area B will capture and treat runoff from approximately the
northeast third of the site. This BMP will outlet to a culvert under NC 55.
• Bioretention Area C will capture and treat runoff from the small parcel that is
located partially on the jurisdictional wetland in the eastern portion of the site.
This BMP will outlet to the undisturbed portions of the jurisdictional wetland in
the east portion of the site.
• Bioretention Area D will capture and treat runoff from the south-central portion of
the site. This BMP will outlet to the undisturbed portions of the jurisdictional
wetland in the east portion of the site.
i
Design Cakulations
Bioretention Area A
Total Contributing Drainage Area = 203,917 ft2 or 4.68 acres
Grassed or Landscaped Area = 61,409 W or 1.41 acres (C = 0.15)
Impervious Area = 142,508 W or 3.27 acres (C = 0.95)
Cumulative "C" = [(1.41 ac x 0.15) + (3.27 ac x 0.95)] / 4.68 ac = 0.71
Required Bioretention Area= 203,917 f12 x 0.07 x 0.71 = 0,135 f
Bioretention Area B
Total Contributing Drainage Area = 210,164 f e or 4.82 acres
Grassed or Landscaped Area = 69,277 fl? or 1.59 acres (C = 0.15)
Impervious Area =140,887 fe or 3.23 acres (C = 0.95)
Cumulative "C" = [(1.59 ac x 0.15) + (3.23 ac x 0.95)] / 4.82 ac = 0.69
Required Bioretention Area = 210,164 f e 0.07 x 0.69 =10,151 f
Bioretention Area C
Total Contributing Drainage Area = 43,470 fly or 1.00 acre
Grassed or Landscaped Area 10,409 ftz or 0.24 acre (C = 0.15)
Impervious Area = 33,061 flz or 0.76 acre (C = 0.95)
Cumulative "C" = [(0.24 ac x 0.15) + (0.76 ac x 0.95)] / 1.00 ac = 0.76
Required Bioretention Area = 43,470 f e 0.07 x 0.76 = ,313
Bioretention Area D
Total Contributing Drainage Area =111,409 ft or 2.56 acres
Grassed or Landscaped Area= 48,874 f? or 1.12 acres (C = 0.15)
Impervious Area = 62,535 fly' or 1.44 acres (C ° 0.95)
Cumulative "C" = [(1.12 ac x 0.15) + (1.44 ac x 0.95)] / 2.56 ac = 0.60
Required Bioretention Area =111,409 e x 0.07 x 0.60 = ,679 f

DWO ProjedW OK- 2021
DMSION OF WATER QUAUTY - BIORETENTM AREA WOR=iEET
L 'PROJECT
Project Now
cwtl Ct
Pamn-
For pgojects win
PemomW Pod Elsvdm
Temporary Pool Elevation
Sbrdwibon Surface Area
Drainage Area
hWyiokmArm
Ratidnai CC Codkierd
size,%
kretYeb*
kretllowdepn
Depn b Ground Water
Plxt% Sail lrr6itrWm Rata
b%% Sol kdbi iorr Rafe
?s oanplels the kdonr>rr5anr
Ac i ? (I • Phone Nwid a SS -
V W*h basin ibis wod*" appaes to:
R (d wdon of#w ariioe iw o ouq
ft (elevation of ne ouMt wu&n kwwt i?)
sq. h.
W.
%
fps
n
1t
MAY.
in.lhr.
(on-ells and dkM drainage to the basin)
(anaie and okb drainage b the basin)
(srilw 5% in vrrserrd under drain or 7% in vdo)
(the soli layer down b 4 faeq
(the sol layer below 4 fast or bebw the sand bed)
L REQUEM REVS CHECKLMT
k n i t in ne space provided b irrdki lle ne forowng design regdrenrerds hm been mat and auppairrg docuffsw6 ion is Mo dbl. We
re%w n w t has not been n* sgx* an ergela wb n of why, At a nrrarom a compile sbmr vdw nxnago p I plan arbn M kx k des
a wwkshest for each 8W, doWgn cdmd aorxr, Plans and speciicabbm ahowng d BMPs and wN snrckae daWK a detailed
draNp pbn and a A* wooited operaaorr and meinlermnoe adreerrrent. An irrcomplele aubnr W pedw M resd in a request for
addNorrel kiorrnatiorr andwi sulk ob lb-? dday Fi W review and approval of the p qwt
f No v e" sand bed is proposed
S The bb dmftn area is at kW 40 feet by 15 teat
Sheet ftv is provided at mat
Water table depn is greater ban 6 feet.
1f;Vla N Wwn of 6" pmft is provided.
BS,M The pooled area vA draw dam in im nan 4 days.
d, Planting soi ir0 ation vale is greabr ttwn 0.52 Mr.
SSA The b-ft soi kdabadon rate is greater Ian 0.2 W hr.
A plarding plan wNh species and densities is provided.'
)ch lqw is specked in plate.
115M Pa ft od mesh rrwiimum ad VocAcdorxr (*MM ftmrwi & Best Mwmgwnu t
Praetiosa Manual, Apri 1M)
Plan dolma for the bkxefm*n area pwAded.
Plan detaik for the plat aril outlet areprovided.
WM An operation and mrirdenww agraemerd signed and nob t W by thereepon" parllr is provided.
Please rare that underdrairrs bow& to planting soil are acceptable into Piedmont and Mmwtf e
DM Projed No.
p VGM OF WATER GUAM - BIOS AREA WOE
PROJECT TfON C01r tlhe f0lawin9 )'
t.
p Now : p f 4i?1 55'1- '1G 5
corwperson:
, specify which basin ifhis wgrkarthed applies lo: $erl • ?? 8
Forpvo*ft
IL (elevation of the any" roved out)
pwmw ? EWA*m R (*Vdm of1lhe w" *uck re invatt)
Tompomy Stafaoe Area

Drai'hape Area
ROOW C Co°f6 W
size %
ac.
• 3 _ac.
D•?ti-
(ensile and Ovalle draina8e b the bmn)
hebeam)
(oh,,b andof efped dn@pe
(either 594 m w ww finder drain or T% in wro)
irdd vdo*
Inwim(ko
Dept h to gourd Wader
plarhting Sol it Mbvbm Rids
kj ft Sol thuaWn fide
fos
in
R
inAw.
inAw.
(fhe sea layer down to 4 feet)
(ths ml tayar below 4 fed or bebw the sand bed)
IL cted ffa
recpenrerds hwa been and and ugpw" docuhroherhfa4M is attain*"
has nd ban met s5ad? an s? ofift At a nw d m, and a" skikift"" da debated
moomt worksheet for each BW, desir ? p** and -I An ino Wft U&MO l package VA re A b a mqt" for
a
drairhape pw and a 6* wombd operation ? ?1ha pnojerd
dwd ll dday swow
iddipiahsl idormaPan and A ab
nF=!o vertical sand bed is proposed
bioreWft area is at kwd 401ed by 15 feet.
Shed fbhrr rs prav "at a ? 6 leek.
Worker tabb depth »? ,
_t**wn of fl' porn" is prowded.
N
s The ponded area v a drew down in lee Om 4 doy&
"win ed Wbalm rape is paw I= 0.52 Mv.
The b4 ft sea inblbdon rape is gteaw tihan 0.2 kft.
A ping 00 vdh spades and denshties is p pMm.
Sbnnwaper Beet Merhaperrherrt
Mulch layer is q*c" minr nhm =I
-------------
SM MBo. Ada 1989)
Plan d*ft for the bbnebn§M arse proNded•
fin detmisforthe talc and aadd are provided-
An operation and noienance agreement sighed and rokarfxed by to resporreibb f?adl?is p10"id°&
sM
pteeee role W hnderdreins bm A I* ON" Od are aoceptdbb in ffie plectra t and Muntdrhs
DWO Project Na. - Z a
0 " i 011OFWATMCA A RY • eIWI NIONAMAYMMIR Et
L PROAcT TION ?Iee?ecomplw rinMoaY?Y, 1, 10,:
Prajedt Name : i
CM*d Person: Phone Number f /4l $7 '.'J
For pnojecMs wlh muWpie brims, sp@* which basinfide woek?iMSt apples Sa So?,•rs C
Prln -W Pad R I, n
Tompowy Paul ewdon
Sin do in Wice Men
Orairips Am
vbAAwa
Rdiorati C Ca~
She %
R
R
p. R
319
/. DO ac
,0.71. IL
(d MMdhclwinwda4
(ale volm d h add dWM iced b)
(aeaNe and oDe>re drainage bh been)
(oaaile aad e1Eab dmiape b h bash)
(AWiS%iAvL.1 M aeiderdaY?armitwm
Wet Nsbp7y
WatlAawdspM
Oepit? b Qwund WOW
PkOV Sail h-Mdam Pleb
h ft Sd h0i 114 Rsb
fps
in
R
kL*
Pw9oftkWdowmb4beg
-k ft. (the sot bW bdow 4 bd or bdm lw wA bed)
WN In h space presided b hdiaeb h fain A p dldF rpaiem ft here been met and suppole9 doeAwdlft is dadNd. Ma
iegwirs+santhos notbeau eee? aMsch an s enatioa dapy.; At a ndnimum, a aoraplde daneuebr mesaspNrMnt Ph subnft haludes
a Mp?kahast form* AV, dsdpm celadaftm pleas and apadeelons a wft d Mft sad w t dRftn dWk a dsW W
dw?nepe plan and a felt' 4wrAW opaedsa aid midsesaoe speemer 1 An boomoft subndd poftp M wad in a appsat for
addfioasli?tamaFiamandviawbMeaislpdel?rdasiwMMaraadsppearaldr+apoojsot
,?No venfiod rind bad ispgposed
TAe daretenloa a isatis d4Obd by l5 feat
o"fiowispwvidsd lika
Wabrhble depb is" erhn66M.
Mk*M n of 6' paw is prv "dad
The pomdsd awes vii drawdown h IMSiMa4 dap.
..?.-IUMA Pimp aoi ifidon rats b qmW l = O.S2 W-
_,_„The h? sot idlrrdon tab isgwaMrfMm 02 hIM.
i _ -- A pienh?ppbnveilr epaoiss and deneliesitpnovidad.
iduich?isspscawedinplana.
f P wft sot watts mk iauensd apedlaMone PC OM SforensaierbetMeaapnasNt
Pracloss Mff" *1 MR
Aen Mols for h biowbnAon aroa provided
Pian dWk fork Wdandauibtsre proaided
i+l M aparaiom and au?taisaanos spwan?smt sww sad n01
elbed brlwwspa?isM?bP d
ftm m bftudw*" bneahh p oft soil avem4bbla h h Pfodmontamd hdahe
DWO Plojed No. Olt- -& Zff
DIVISION OF WATER QUALITY - BIOREFENIION AREA WORKSHM
L PROJECT MORMT1011
(pbaee the toraiw? r
Project Name : t,' r
Cmdact Person: : v6. r Phone Nu MW. (9/91 577 W
Fa pqeds wdh MUM* bans, spe* which basin Las wodcsheet applies to X -46"'T V
Permarod Pool Ekvdon th (elevation of tae oritoe invertou?
Temporary Pool Bovdon R (elevation ofthe outst abrrc4ea irvertn)
Bioretention Surface Area
Dtaimp Area
hgovious Arem
Rational C Coefficient
5,96
idet Val *
nlet,fte depth
Dept to Ground Wfaler
ftft Soil In iftfion Rabe
In-ft Soil hdwa*n Bale
4/. to -2 1 sq. ft.
St.
J- * ac.
d, w
7 %
fps
in
in.lhr.
mdhr. (the soil layer below 4 fed or below Be sand bed)
(on4b and ova drainage 110 #* basin)
fondle and o" to drainage tithe basin)
(eider 6% in wlsmr d under drain or 7% in Wb)
(the soli IqW down to 4 fed)
t. REQUIRED ITEW CHECKLIST
WO In tie space provided to indicale tre totioirtng deagn mgdr mft have been met and supporting dommwot m is 11111 1 . M8
re q u i re m e *hw notbeen met elfedr an e M b n e f i o n of a d ? y : Ala n* min, a rcnpble dormw W n mmpmmt plan sirbrrM nodes
a *or *" br each BW, design moons, plarw and gndcations showing d BMPs and outlet dnickme details, a detailed
drainep pbn and a k* execuled operation and menierrenoe sp a e rierit M inaompleie subnkl package will result in a req" for
add ww wonnerm and will ambntialy delay final JeADW and appnrrai of the project.
Aublicants Initials
No ve*d sand bed is proposed
The biorelenfin area is st least 40 fast by 15 feet
_Shed towis poviW Sir"
Water table depth is Wader than 6 fed.
?rt7 NRtk m of r ponding is provided.
The pomM area will drawdown in less tiara 4 days.
45AI! Planting ad' iiwratiori rate is grader tree 0.52 Mr.
The in-silu sal nfi6alb rde is greeter gaen 0.2 W hr.
A piar ft plan with species and densities is provided.
NYtlch layer is spera6eed iR plans.
Af _Plani ft sdl meets n*dmwn sill speaficalions (NCDENR Sbnnwder Best MunagMnent
Practices MmntA Apt 19"
Plan details for to hionelerrtion area povided.
Plan details for tae iMd and outlet are provided.
©fm M operation and maintenance sposinm slpned and riolsdred by tae responsible partly ie provided.
Pfeate ncle teat underdrains be -ad- tie pleating ad are amepbW in tae Piedmont and Mm *ft
.? r
Descri ' e Mehl F ®ea Time of Year
Soft

2SO and r erosion
pis
visual
Monthly
monthly
'l'est soil i Test kit or $ampRle Yearly Yearly
submittal to lab
O ie Layer
Remulch any void area. By hand fiver new whenever
needed
Remove pv"'ous mulch layer By hand Once every two or Spring
before l . new layer o 'opal three ears
additional mulch added hand a a' Spring
Teat orgaWc l PI Tea kit or same Yearly Yearly
subnait4d to lab
Mats
Remove and mplam all obad and Sea phsting - Twice a year 3115 to 4/30 and
diseased vegetation considered specifica#i9m 10/01 to 1130
nd treatment
Treat all diseased trees and shrubs Mechanical or by hand N/A Varies, but will
did on insect
or disease
infestation
Wata* plant material shall take By hail Immediately after N/A
place at the end of each day for completion of
fourteen commutive days and after project
lan ' has been
Replacement of 8up1 M SW= -By bay Once a year Only remove
stakes in the
,
sprmg
Replace ,any stakes or
wires By hand fiver needed Whenever
needed

Additionally, Level sreaders or other structures that provide diffuse flow slash be
maintained every six months. All accumulated sediment and debris shall be removed
from the strttctaue, and a level elevation shall be maintained w rocs the entire flow
.siding Vie. Any down gradimit erosion must be repaired au&or replamted as
necessary.
Page l of 2
rig
f acknowledge and ate: by my signature below that I am responsible for the
pet fi- tmaace of the maintenance pwc edures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: Rod P., 4rci-
1-itle: &C.51 c6n+
Address: 2 Lan 4 C
Note: The legally responsible party should not be a property owners association unless
mare than 508/o of the lots have been sold and an owner of property within the
subdivision has been named the president.
I ?-O UAS R- k-VIO--rO-T- a Notary Public for the State of
IN 04 Cody of `ctn.00 em> , do hereby certify that 1 p?
'Ra -k--- P-• a4-44R? I personally appeared before me this 3 t3
day of and acknowledge the due execution of the
forgoing bunetention area maintenance requirements. Witness my hand and official seal,

SEAL
My commission expires m'l 2:? D'c>a
P 2 of 2
vat EIJJ'.GVVJ I LJ ZP. tt ?y,?l-1717:1r coo 7c
? !'. 'i:805 04; 41P FfiU:
J I hN-r UMJJ L-"NiJlrlATf11VT rr-qtz vi
TO:5,;6892 R:2'e
B. Scott Mitchell Environmental Consulting
AGENT AUTHORIZATION FORM
AM BI ANiKS TO BE WtJXD DI BY CUM= t"IDOWNER
Name: S -F - L-C--. ? COn .? s
Address: _En &a? 13 (a o
Phone. g I a -1-5 k ti"1 O
Pmiect'NameiDescription: W614 ? ..n k "d ?o.??r+ c.•r. ?I
Data:
the i)gmwvnmi or the Assay
US ArMy Corp.,wi Engineers
wilmington District
PO Box 1890
Wilmington. NC 26402.1890
Ann:
_ 1t c? I • {1 r...7 L.h,
Field Oil 14M..
Re: Wetlands Related Cowultiog & Parwit frog
o Whom 1t Miry Conoorn:
I. the current property owner, hereby designate and authorize a. Scat Mitchell Envircxnrmtal
C;onsaiting to act on my behalf as my agent it we processing of P&Mit applications, to furnish upon
r?i0ssupplemental infamution in support ofaplica:ions, etc., fivm this day forwar& This thc
? .. L cis) of __._. J"l .lam C:14 -1,00 5
ibis ootifieation StWemedes any p vAous carrecpondence carcettnirig the agent for this pcoject-
PRINVT Owner's Name ?
PROPERTY Ownsr's skovfti?) \Ij
Cc: Ms- C,`yndi Kawiy
NCDENR - Division of Wutl r (Quality
401 Wetiands Unit
1650 Mail service Center
Raleigh, NC 27699.1650
3601 Moggis Run Law Fagwry Varina. 1 ark Carolina 1%326
o lee: 919-557-4682 Fax.- 019-557-4683 Mobile: [phone]
"!AR-3-2005 T!U 09:14AM ID: PAGE- i
0
SPAULDING & NORRIS P.A.
Design Consultants rep -1P
'?
AVI,
972 Trinity Road TEL 919.854.
Raleigh, North Carolina 27607 FAX [phone]
Transmittal
PAYMENT
RECEIVED
Date: 12/21/2004 Job. No: 609-04 042029
To: NC Division of Water Quality, Central Office
2321 Crabtree Boulevard
Raleigh, NC 27604-226o
Attn: John Dorney
Re: PCN Application for Henry Collins Property, Holly Springs, Wake County, NC
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
12/15/2004 Completed PICNAPPlication Package
1 12/1.5/2004 Application Fee

Transmitted for:
® Your use
? As requested
? Review and comment
? Approved as submitted ? Resubmit ? Copies for approval
? Approved as noted ? Submit ? Copies for distribution
? Returned for p Return ? Corrected prints
Remarks Mr. Dorney - Please find attached 7 copies of the completed PCN Application for
the Henry Collins Pmnerty_ located in Holly Snrinas_ NC.
Please feel free to eontact us if you have any nuestions_ Thank you,
DW oaf
Plan Dgtail Incomplete
Date o
Who Reviewed:
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
4 Please show all wetland impacts including fill slopes.on the site plan.
t
Please indicate all buffer impacts on the site plan.
? Pleajse indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. 11 - . ? Please provide cross seotion details-showing the provisions for aquatic life passage. .. ,-. _. -.... -- --- - - -.--- -........._ ...

? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater.management practices as required by GC
Please provide detail for the stormwater management practices as required by 6E 114 . r
? Please specify the percent of project imperviousness area based on the estimated built-out conditio doy t - S
Please indicate all stormwater outfalls on the site plan.
Pleas': indicate the diffuse flow provision measures on the site plan.
-0 Please indicate whether or not the proposed impacts already been conducted
Avoidance and/or Minimization Not Provided s..
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as - can be moved or reconfigured to minimize the impacts to the
Please revise the plans to mirdinize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
NTitigatlon
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
6 OmVk*a ice. t. 2. and & Also corrtpiete
Itern d if Restricted Delivery is desired.
¦ Print your nam and address on ft, reverse
so that we can return the card to you.
¦ Attaatr this card to the back of the mailplece,
or on the t ont if. spade pennns.
1;_ Article Addressed to
Stafford Land Company, Inc.
246 Valleyfield Lane
Southern Pines, NC 28387
DWQ# 04-2029 - Wake
o Agertt
P. Is delmyaddress, Mont tram fSm 1? ? Yes
If YES, ender delhwy address below. 13 No
3. Service Type
P GerVW Mal 13 l?cprsss Mail
? Registered F,Retrm Reo*A fdr Merclrandlae
?'h=red maN o c o.m
4: ResbicW oell,eryr"Feel 0 Mw
2. ArUcle Number 7004 1162 0002 2706 7193
(> arftm service Id
PS Form 3811. February 2004 Domestic Retum Receipt 102595-02-W1,. .
9-Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
i
I
i
SITE DATA PAT i PAT \ ~ EDWARDS SHARED \i
' ~ 0658.0 0658.09-06-4343 ~ ACCESS
TOTAL AREA 17.62 AC RIGHT IN ~ ~ /
MIN NUMBER OF LOTS 1 MAX NUMBER OF LOTS 10 RIGHT OUT
MIN LOT SIZE 0.25 AC ONLY
MAX LOT SIZE 17,62 AC T FERRY R9 AVEN
ZONING COMMUNITY BUSINESS
BUILDING SETBACKS
ROAD ' 50
SIDE 25' WYATT RICHARDSON ~ ~
REAR 25' 0658,09-06-0224
~ ti~ ~ o ti '0 \ VICINITY MAP ~o ~
A DEVELOPMENT PLAN REVIEW WILL B E ~0 SITE s~ (NTS) Q \ /
REQUIR€b F4R ALL OUT~PARCELS,
BOUNDARY AND WETLANDS LOCATION TAKEN ~0 RALPH 5TEVENS RD
FROM SURVEY BY STANCIL & ASSOCIATES. ~9 2~
9~ \
~s. THIS PROPERTY DOES NOT LIE WITHIN A FEMA
100 YR FLOODPLAIN AS SHOWN ON FIRM MAP 3718300060E DATED MARCH 3, 1992. tP \
~ ~0 t~
/ /
~ \
~ \
JAMES F. YARBOROUGH ~ s
ADDIE J. YARBORO'JGH ti 2, 70 AC
0648.12-86-8655
23000 SF \
' 46250 SF
~0 \ 3.~
yP
~ 7.51 AC 0~ RIGHT IN/
~ ~0 RIGHT OUT
0 P ~ ~ ONLY \
OPT ~v' \
~ G '.•55
Q~~
J~~ 0 ~
ti~ \ ~P OPOSED ~
NITARY ; ~
9~ W R . ti E
~ UB . ~
~ ~6 ~ • s -0
. • • G . ~
Z I C~ . C~
5 ~ S
s
S
t~ . L~
' ~ ~ ~
. ~ • 3sooa~ •
. t~ \ N /
j. A ,

F ~ ~s.
~ ~ \ ~ . 5 /
V r\~'~\/ p Q~ P~ \ RO
~ry ~ Q 0 0~
2.63 AC 2.68 AC ~~p.,., ~
~ 8250 SF ,e
? \ ~ ~ \
HORACE C. P W ~ 0 ELL ~ ~ v \ 9
RUBY G. POWELL
0648.12-85-5332 ! ;'~~;~1\ ~ ~
~ ~ w~ 14400 SF ~ ~ .LANDS \ • \
\ ~
• ~A;T: NfkLLIAMS • '1L •.CO PANY 4
~ \
1 \ POND C~
'r i'~ f, ~'9~~ SO' 5250 SF 5250 SF ,
\
~~~~'G~C ~ ~ . ~ ~,5 \
J V 25'
- - - ~ d ~
SETBACK AND FRONT YARD - - 50 BUILDING PROPOSED Flo
~ RESERVED ~ ~ WATERLINE p ~
~ STUB v ~ 0,28 AC m
~ war' 0 369 NDS 369 0
.n . o/ 362 - - - -w- 11 ---w---.._-_ -
229 ~ - - - - - - FULL RIGHT IN/ -
-W - - ~ - w- - -w _ _ - w - - - ACCESS i ~ N RIGHT OUT
\ ~ FULL ~ a LY ~
ACCESS
_
ROAD HENS STEP RALPH
RW UBLIC 60 P
60 30 60 1 0
SCALE 1"= 60
RAtf'H STEPHENS RD - 55 BYPASS PROJECT
LEGEND
SS =SANITARY SEWER
W = WAItKLINt HOLLY SPRINGS TWP. OWNER STAFFORD LAND
COMPANY INC
r DISCLAIMER THOMPS TES, PA WAKE CO, NORTH CAROLINA ZONED CB
153 ROAD THIS IS A SCHEMATIC/CONCEPT PLAN HOLLY, P 27540 DATE 9/28/04 DRAWN REM JOB NO. S-04-82
AND IS THEREFORE SUBJECT TO CHANGE. (9 0;3
FAX` 609 SCALE 1" = 60' SURVEYED DRAWING STAFFORD2
REVISIONS PIN 0658-09-05-4789

1Petlands A = 0.081 Ac. Line 1152 Coarse Bearing Distance Line Table Right-of-way Curve Data
ti Course Bear ~ L-1 S N 50'19 59 B 14.19 arse Bearing Distance
1384 ~~m L-14 N 35'52 27 B 35.22 L-1 S 88'48 -1 S 88'48 37' fi 51.75 Curve Radius Le Delta Chord Chord Bear.
~ L-15 N 52'29 21 E 31.05 L-2 S 89'18 L-16 N B4°25 20 B 23.33 L-3 S 8T34 -2 S 89'18 29" fi 202.98 ililliam Vance Mangum C-1 11557.92' 283.71' 1'24 23" 283.70' S 33'1833" E -3 S 87'34 20" fi 76.52 \ \ B. df. 1984, Pg. 288 C-2 11557.92' !27.98' 08'04" 127.99' N 33'42'03" it
L-17 N 87'05 32 E 20.34 L-4 S 83'11 -4 S 83'11'53 fi 20$.50' \ \ C-3 11557.92' 55.22' 0.18'25" 55.22' N 33'1448" >I
6 L-18 S 03'35 27 I 38.89 L-5 S 82'41 A0~' L-18 S 2T5052 I 18.23 L-8 S 82'48 -5 S 82'41 20" fi 102.11 \ C-4 11557.92' 30.79' 0'09'10" 30.79' N 33.02'01 " it
L-20 S 4T49 02 I 18.78 L-7 S 83'17 -8 S 82'48 46 fi 101.95 / C-5 11557.92' 34.95' 0'10'24" 34.95' N 32'52'14" 11 -7 S 83'17'49 fi 59.28' / ~ C-8 11557.82' 34.78' 0'10 20" 34.78' N 32'41$2" 1P
1395 L-2i S 78'49 07 I 17.41 L-22 S 85'28 51 I 55,83 L-8 S 85'28 -8 S 85'28 51 fi 98.23 /
f, Baaa _ L-8 S 89'40 ~ eke ifetlands B - 0.719 Ac. -8 S 89'40 51 fi 48.02 / \ \ •
~s 4046 L-23 S 58°35 58 B 53.48 L-IO N 8T24 •10 N 87'24'15 fi 48.31 / \ \ \ ~ -
t~ j~ 4 24 L-24 S 28.37 32 B 118.88 L-11 N 83 5,e L-25 5 34'09 40 B 188.75 L-12 N 82'4 "r 11 N 83'52 03 fi 47.96 / / •12 N 82°47 45 fi 26.41 / ~ / / ~
~ 1308 L-28 S 02'52 51 B 47.43 ~ SITE L-27 S 71'5418 I 37.05
y L-28 S 813823 I 13.05 Aetlands C3 e~ rA~ ~ ~ etlands C3 = 0.012 Ac. / \
~ ,y L-28 N 80°04 23 I 27 07 L-81 5 48'24'OS 1 B1 5 48'24'09" if 99.92' / \ m °s7~ p. \ \ / ~ ~
~ ~ L-30 N 51°1441 A 42.98 L-82 N 23'11'5! `r~r ~m L-3! N 4l~205 11 89.92 L-63 N 0T38'41 82 N 23'11'58" S 14.58' / \ mN m ~ / / ~ '
L-32 N 29.45 04 >f 40.48 ~ C-4 See Dete A B3 N 07'39'40" B 41.00' / \ ~ .d ~ ~ •4 See Dete Above \ a•` ~ war
ep L-33 N 02.11 O! ll 199.15 1113 ~ flatlands C1 = 0.214 Ac. Isolated lletlan olated 1>f'etland - 0.031 Ac.
L-84 S 13.08'0 L-34 N 30'27 37" ll 1.38' L-65 N 42'00 4 94 S 13.08 04 11 22.47 . v " Els / Maxine ?Pest Beasley\ 3.09 \
L-35 S 44'4412 37.89 L-88 N 21'28'5 35 N 42'00 40 ~ 74.2e' D. B. 3027, Pg. 717 \ e\ y EIS , \ ~ 38 N 21'28'50" A 27.38' \ p'~ ~2 b ~
VICINITY 16IAP N L-3B N 18'08'38" B 38.22' L-87 S 54.07'4 ;7 B. M. 1982, Pg. 444 # R g e'~ ~ S 54.07'47" B 27.35' 9 ~g ~ c ~
NOt t0 Scale ~ L-37 N 44'4T97 B 89.85 L-gg S 44'552 L-38 N 143128" B 52.80 68 S 44'55'27" 6 80.19' ~ CP ~ / ~ a
L-39 N 12'08'33" B 37.79' ~ w ~ Se / \ to \ i b N
LEGEND: L-4o N 18'S,9R5 B 61,94' L-41 N 14.40 68' I 33.48' ,0 s ~ , q egg S / Somerset Farm ~ .
Lines Surn TP TelepPhone Pedestal L_~ N 15'08'15" B 25.82' N/F Linea Not urve d MA Manhole N F ~ m. 6 03 >o, B. Al. 1995, . lOttZ ~ / g ¢ . \ ~ pi
Ri ht of l?a Li>~ Trans. Electric Tranaforv;er L-43 S 38'3854 E 31.54' g ~ lYyatt Richards ~ is 6~ 1p/ ~ ~ tt Richardson $ ti / \
EIP EIS Existing Iron Pi a or Stake IM )later Meter C- See Data Above EC Exiatin Concn~e Monument Esmt, Easement L-56 S 2857'52" 11 42.95 ~ / EIS / ~ ~e \ 8
SPX B:ai ' ~ P.% Nail R I Ri ht-of-lla ~d g l' y L-57 S 18'02'21 I 47'.45' PL^S P.% Nail Set /L Center me L-58 S 00.3144 8 28.72' \ x ° \
ISS Iron Stdre Set P.C. Plat Cabinet L-b9 N 88 bT'04 B 20.05' EIS ~ ,p\ C'~ / , Temporary Construction e~~ ~ /
CSS Cotton Spindle Set D.B. Deed Book RRS Railroad Spfke M.B. Map Book L-60 S 48'24 08 >r 145.81 S 33'55'42"E ~ EIS / Easement ~ / ~
ELS Exia Lightwood Stake B.M. Book of Ma a Aetla~tis' C2 = 0.594 AC. PP Power Pole pp 30.82' 15e / (~dth Varies) / /
PIN ParcelldenEifier „ lI1.F' l/et Lands Fla Number L-45 N 48'24'08 B 21805' ra gym, °e•~ tr \ /
011E Overhead Elec~c Lines Ac. res C-3 See Dda Above Ac CP Computed Paint Sq, ht. square feet L-47 S 08.32'48" I 16.89' / r s O , /
L-48 S 03'38'32" B 105.95' r'~q / ~ ~~m~ / / /
NAD 27 North American Datum of 1927 L-48 S 25.18'36" B 28.21' ~,~g ~ v cP m ~ / 1 ,o ~ WLF (rypk o a /
NAD 83 North American Datum of 1983 L_50 S 58.13'55" I 123.87 Ati k .Oti k ~ ~ \ '4e ~o ~9 / ~ / / \ ail
N.C.G.S North Carolina Geodetic Survey L 51 N 08 48 32" I 8.20' h~ ~9 NUTES: L 52 N 11'!713" B 60.52' ~ y9
• Iron Stakes net at all ro art corners L 53 N 32'4138" >r 21.70' P p y L 54 S 70'48'41 " ll 74.68' / lletlands Area CI w t~ v G / ~a
unless noted otherwise. L-55 N 30.2737" A 57.65' 0.214 Acre ~ / / 6~'
+ Areas determined by coordinate method. + All distances/dimensions are Horizontal / a / etg 0 ~ ~ 'fie" / t~
`round distances unless other~rtse indicated. Tower y ~ a v..•:.•:~ ~ ~ i
~ " ' "r:~:. ' ~ ifetla ds Area C3 / ~ q • 0. 2 Acre
0 v L-Sg
s 55
~unu~e C 0~~ ass ~'4
®®o®~ CARO eoeo e l o a e L ~ \ p~ • • ~tldn~s•. Ar~a•..C~• /
• t ~ ,ee o ,.•~ESSIO., ~ ~o, / / g d / / g / ~p ~ :.•.~:/US.#CE•.AID.•20022t184•: CP
:4 • : Control ~S ~S 4 AREA o / y ~
• e Point 0 r7.eoe Ac. Total Area L' \ /
m : ;r. ECM - 1.335 Ac.(CP4cL R/ll) e4/ N'~F lira) ~ •:•:::::.r4o•: • o~ \ ~ s v
o~ .'i ~ e t r 0 . • Va / - 0.872 Ac.(Coloaial Gesliae Esmt.) g~ / / y \ ~ 6
I~ Q 0 OB ~i9 ? ? 0~ ~ off`' 15.399 Ac.(Net Area) / / : • y5 \ •es~ r
~~i Leste ~ ~111t1111~~ ~ /~/i, ~ ;i~
~ ~ ' i /,/;i / / 9~ ~ / / / g Temporary Construction \ \ ~ ~ \ \ ~ Ga/ / Easement \ \ ~ \
i . ~ / / (fiidth Varies) ~ ~
~ a ~ Isolated R 1e / / CP \ Isolated iPetland off' ~ ' \ ~
' 0.091 Ac _ 01 / / \ \ 0.091 Acre ~ G / / ~
~ N ~ t 0 A T l~illiams Oil Company \ \ \
o cy / , o+ l~ ~ ~ ~ ~ r e~ ~ / / ~ D. B. 9645, Pg. 289 \ \ ~ / / \
~ 4 ~ i% t ' WLF T , G / N~ B. M. 2002, Pg. 1885 \ PKS C L ELF (Typ) / / / Iniarsac ion ,
FEMA FLOOD HAZARD STATEA(ENT ~ ~ - i, ; ~ ra) Lots shown on this lot are not 0 ° acs- ~ m P ~ cd, , ~ b t7'..I3 /
located within the FEMA 100 year ~ ~ i%-~~;~,'~'/ij;e' y / / ~ i~~ / / / ~ / \
Flood Hazard Area as shown on j'/%~ ~ 6 ~i, /~i//,~• .1 ETtiXA map No. 37183 C OB80 E ~ - ~ . L .18 / / i ~ b lletlands Area A / /
Effective Date: March 3 1992. N ~ " ~ i ' " k ~ ' ~ ~'ohd ~ ti L,t tik y~17 0.081 Acre / / CP L-9 CP L-2 CP L-! _ _
Tower ~i r~ ,~j~ V b ~
Control ~ %/~i/,~ ' ~ s ~ /i ~ L L SR 1114 cP ' y'1~, ~ _5 /CP ' iii' LF T L _ - - -
Point L-1z t~~ ~ ~ 6~2q 3 ~ i _ t~ o~ . ...f,1 : , ~~j; (Ya) CP _ _ ~ cP L-5 'T Ral h Ste hens Road s , : ~ , , i - tad) i P P
' Section 404 Jurisdiction Certification 2" E/P cP cav - l ` CP L-ll L-10 L-9 L-8 L. ' ' _ •c Dedica _ _ _ - REFERENCE'.
L-8 L 7 _ J~ - 0, R~ (PubU _ _ f L-zo - G s _ ~ DEED BOOK 9088, PAGE 2178 -9.77' - _ BOOK OF MAPS 1982 PAGE 444
This certifies that this copy of this plat accurately _ L-28 9.77' - - depict~ the boundary of the jurisdiction of Section ~ ~ r L-2 a-z1 _ ~ ,
404 of the Clean )later Act as determined b the _ _ I I y - - _ ti Patsy R. Coley BOOK OF MAPS 1984, PAGE 288 Lunette S. aughn ~ D. B. 2882, Pg. 112 BOOK OF MAPS 1984, PAGE 269
undersigned oa thin date. Unless there is a change I I D. B. 1813, Pg. 159 BOOK OF MAPS 2001, PAGE 1784
to the law or our published regulations, this Ho ace ante Powell I I r Br 1 y I fill, Book 91-E-s7 Wetlands Delineation BOOK OF MAPS 2002, PACE 1885
determination of Section 404 Jurradretion may be retied i upon for a period not to exceed five yearn from this D. B. 2484, Pg. 179 I I Survey For:
date. Thin determination wan made utilizing the 1987 I I Revisions.
Corps of Sngineera lletlanda Delineation Manual. ) I Ravi Revise Area C sad Add 1'U sslonal La d Su2've or P.A. ' P fe n ,
/ ) area Name: _ ~ area D OB-25-04 a oI' all om an e. .Y ~ 98 East De of Street, P. 0. Box 730, Angier, N.C. 27501
/ A11 wi ALI wetlands per apauldin; v_rr_..e:_u r___ e_..a~_.._ n:__- xrn oo~oti /nrnl rne_nonc p
Title: / an and norrie 07-15-04 ti,*u auC.,viluju A.auc, uuuLuciu lAuca, A+IJ Fiutlu! Jaav/ vuti-avvu rnone: yly Ue3~-G1e1J Pax: vL&-vov-zouoc
Carson A Partin Revise Date: Rerimpe area Area and Add TOWNSHIP: HOLLY SPRINGS COUNTY.• WAKE DATE: 11-19-02 SURVEYED BY.• CTS FIELD BOOK
D. B. 2372, Pg. 285 / area i area M oe-30 -o4 See File
/ 50 50 0 100 ,STATE: NORTH CAROLINA SCALE. I" = 100' DRAWN BY: PAN
1 DRAWING FILE NO -T . Horizontal Scale ZONE: R-20 PARCEL NUMBER: 0658.09-05-4789 CHECKED & CLOSURE BY: LWHS-1443 F
i i

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WETLAND IMPACT TOTALS /r ~
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PERMANENT WETLAND IMPACTS \ pyENT
\ \
Area: 17047.2714 SQ ~f 0.3914 Acres , \ o
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i i ~ \ ~ Area. 4268.3450 SQ FT (0.0980 Acres) h
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46250 SF ~ t~ ~
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i ~ ~ t r ~ J, ~ ~ ~ ~ ' ~ ~ ~ i r ~ / I - i ' ~ ` \ Area: 1,217. FT .2934 Acres ~ JJ . ~ • - • . 8 9264. SQ (0 ) 'z w N w ~ w W
/ i I QZ ti ~ ~ q ? % / \ - \ EJ2 C H Nti O
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D FRONT YARD ~ i li,~
. fNG SETBACK AN i 1 ? a Z ~
~ 0 BUILD v ~ 5 O ~ ! ~ ~ i ~ / ~ ~ ~ 1
m 3 i ~ } ~ I I ~ ~
cn - - _ cr 369 i ~ i ~ /
- WET--~~ - o o ~ _ -
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rn - ~ _ p - / - - - ~8T
- - N GRAPHIC SCALE
_ _ ~ 50 0 25 50 100 200
- o - - - WL to
IN FEET >T MAR ~75o9-04
1 inch = 50 ft
0

I i;
~ RDS ~ PAT EDWA SHARED
- 6-4343 0658.09 0 43 ACCES T ~
RIGH / ~ RIG OUT
SITE DATA i NL
TOTAL AREA 17.62 AC \ I
r ~ MIN NUMBER OF LOTS 1 •
MAX NUMBER OF LOTS 10
i MIN LOT SIZE 0.25 AC T ~RRY RD
MAX L T I 0 S ZE 17.62 AC ATT RICHARDSON ~ WY .p / AVEN
~ 0658.09-06-0224 ti ' ~ ~ ~ / ~0 ~
ZONING COMMUNITY BUSINESS
I ~ BUILDING SETBACKS ~ ~ / ~ ~p I
ROAD 50'
2 / , SIDE ' 25 / • ~ ~ S~ i TE
REAR ~ 25 / • ~ ~ 9 i ~
/ 'A / ~
A DEVELOPMENT PLAN REVIEW WILL 8E : a ~ ~
RE4UIRED FOR ALL OUT-PARCELS. OROUGH JAMES F. YARB i
~ ADDIE J. YARBOROUG ~ j RALPH STEVENS RD
~ BOUNDARY AND WETLANDS LOCATION TAKEN ~ 0648.12-86-8655 FROM SURVEY BY STANCIL & ASSOCIATES.
~ O
~ THIS PROPERTY DO S N T l E 0 LIE WITHIN A FEMA ~ VICINITY MAP
~ 100 YR FLOODPLAIN AS SHOWN ON FIRM MAP ~ NTS i
3718300060E DATED MARCH 3, 1992. , ~ i
i
~ OA 2 aA
~ ' Z 000 sF i 0o sF ~
250 SF r GH ~ RI
RIGHT T
ON
6 AC ,1 ~
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\ ~ ROPOSED• ; SANITARY'
~ ~ 'EWER ~ S
2 STUB
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• • 1 • •,CO P Y •T: VV111.l,lAMS •O~. ~
HORAC C. POWELL \ ~ RUBY G. POWELL i 12600 • ~ 8.09=X5'`84 8 ~
- 32 \ \ 0648.1 85 53 ~ ' ~ • •
M ~ ~ ro „ ~ ~ ~ ~ ~ ~ ~
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\ ~ / I ~u ~ ~ YAR o / 1 LINE -c ' o WATE o . ~ = '
ACK ANO ~ ~ N ~ ~ ~ gUIIDING E N ~ 0.28 ST
50 ~ i 69 11 -
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PRELIMINARY PLANS NOT RELEASED FOR CONSTRUCTION ~
I 0~~ ,
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F I~
RALPH STEPHENS RD - 55 BYPASS PRaIECT
i
•
LEGEND
SS =SANITARY SEWER ~ W =WATERLINE STAFFORD LAND HOLLY SPRINGS TWP. OWNER COMPANY INC
/ice
SO 3o 60 o DISCLAIMER ~I PA WAKE CO, NORTH CAROLINA ZONED CS ~
MOLL 7540 DATE 3/22/05 DRAWN REM JOB NO. S-04-82
SCALE 1'¦ 8o THIS IS A SCHEMATIC/CONCEPT PLAN I AND IS THEREFORE SUBJECT TO CHANGE. F 09 SCALE I' - e0' SURVEYED DRAWINO STAFFORD2
REVISIONS IPIN 0658-09-05-4789
I h
of