20190296 Ver 1_PCN Form Submission_20190304

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pbblen of wMer Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r, Yes
C No
Is this project a public transportation project?*
O Yes O No
Change only if needed.
BIMS # Assigned*
Version#*
20190296
1
Is a payment required for this project?
C No payment required
What amout is owed?*
• Fee received
r $240.00
G Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
POWELL SQUARE APARTMENTS
1a. Who is the Primary Contact?*
Bob Zarzecki (S&EC, PA - Agent)
1 b. Primary Contact Email:*
bz@[e-mail]
Date Submitted
3/4/2019
Nearest Body of Water
UT to Basal Creek (Stream Index No. 27-43-15-3)
Basin
Neuse
Water Classification
B;NSW
Site Coordinates
Latitude:
35.612097
Longitude:
-78.813712
1c. Primary Contact Phone:*
[phone]
A. Processing Information W
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
O Yes G No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (MNP)
r- Regional General Permit (RGP)
r- Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
C Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
V 401 Water Quality Certification - Regular
r Non -404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
r 401 Water Quality Certification - E)press
V Riparian Buffer Authorization
1e. Is this notification solely for the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?
d Yes C No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes C No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes C No
C Yes C No
C Yes C No
1j. Is the project located in a designated trout watershed?
d Yes C No
B. Applicant Information (^)
1d. Who is applying for the permit?
m Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
r Yes O No
2. Owner Information
2a. Name(s) on recorded deed:
SDG FQV, LLC
2b. Deed book and page no.:
Book 017219/Page 02037
2c. Responsible party:
Brian Wise, Vice President
2d. Address
Street Address
305 Blandwood Avenue
Address Line 2
aty
Greensboro
Postal / Zip Code
27401-6029
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
Site / Bovine / R>gion
NC
Country
Guilford
2f. Fax Number:

1b. Subdivision name:
(if apprwriate)
1c. Nearest municipality/ town:
Fuquay-Varina
2. Project Identification
2a. Property Identification Number:
0657576829,0657672567
2c. Project Address
Street Address
4850 Old Powell Road
Address lire 2
CKY
Fuquay-Varina
Fbstal / Zip Code
27526
3. Surface Waters
3a. Name of the nearest body of water to proposed project:"
Uf to Basal Creek (Stream Index No. 27-43-15-3)
3b. Water Resources Classification of nearest receiving water:*
B;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010901
4. Project Description and History
2b. Property size:
26.88
State / Province / Riagion
NC
Country
Wake
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The property is currently vacant land. The upland areas are open land previously used for agricultural fields (row crops, tobacco, etc.). The drainages contain streams, ponds and
wetlands with wooded riparian buffers. Springhill single-family residential subdivision is located immediately west of the project area. Park Grove single-family residential subdivision is
located across Old Powell Road to the south. Vacant land abuts the property to the east and northeast, zoned for general commercial (potential future shopping center). A commercial
distribution building (Aramark uniform services) exists immediately to the north at (4805 Wade Nash Rd). Various other rural single family lots and highway related businesses exist
along NC55 highway / N. Broad Street.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No O Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Powell Square_USGS (printed).pdf 368.92KB
4e. Attach an 81/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Powell Square Soil Survey (printed).pdf 648.03KB
4f. List the total estimated acreage of all existing wetlands on the property:
+/- 2,799 acres wetlands & +/- 1.670 acres open waters (ponds)
4g. List the total estimated linear feet of all existing streams on the property:
+/- 560 If
4h. Explain the purpose of the proposed project:*
To construct a residential apartment complex
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project will include the construction of +/- 16 apartment buildings, club house, pool, internal streets, parking, utilities, and other typical infrastructure associated with an
apartment complex Heavy equipment typically used for such civil works will be used (e.g. excavators, bulldozers, etc.).
4j. Please upload project drawings for the proposed project.
Powell Square Site Plan -Impact Maps.pdf 2.32MB
5. Jurisdictional Determinations
Sa. Have the wetlands or streams been delineated on the property or proposed impact areas?
O Yes O No O Unknown
Comments:
Yes, 2013. See comments in section 5d below.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
0 Preliminary 0 Approved O Not Verified 0 Unknown 0 WA

Corps AID Number:
SAW -2013-01753
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): James Lastinger/Steven Ball
Agency/Consultant Company: USACE/S&EC
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
The AJD was issued on 12/2/2013 which has since expired, but there has been no changes of the potentially jurisdictional areas, and the applicant does not request a new JD be issued
with the permit verification.
An onsite surface water determination for Neuse Buffers was issued on 9/18/2013 (attached NBRRO#13-253), which has since expired, but all surface waters depicted on the USGS and
Soil Survey maps within the project area are subject to the Neuse Buffers and the applicant does not dispute these.
5d1. Jurisdictional determination upload
Powell Square_JD.pdf 1.68MB
Powell Square_DWQ Buffer Letter.pdf 2.18MB
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
No additional NWP requests are anticipated for this project. The Town will be applying for impacts associated with the Stobhill Lane extension project to the north. A commercial
shopping center development is planned for the east, but it's not clear if any impacts will be needed for it. The USACE has confirmed that these are three seperate, single and complete
projects.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands ® Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2g. Total Temporary Wetland Impact
0.022
2g. Total Wetland Impact
0.099
2h. Comments:
2g. Total Permanent Wetland Impact
0.077
2a1 Reason(?)
2b. Impact type * M
2c. Type of W.
2d. W. name *
2e. Forested*
2f. Type of
Jurisdicition*M
29. Impact
area*
W1(Sheet2)
Road Crossing
P
Headwater Forest
W1(Sheet2)
Yes
Both
0.031
(acres)
W2(Sheet2)
Construction Access
T
Headwater Forest
W2(Sheet2)
Yes
Both
0.017
(acres)
W3(Sheet5)
Fill Slope
P
Headwater Forest
W3(Sheet5)
Yes
Both
0.001
(acres)
W4(Sheet5)
Construction Access
T
Headwater Forest
W4(Sheet5)
Yes
Both
0.005
(acres)
W5(Sheet6)
Fill Slope
P
Headwater Forest
W5(Sheet6)Yes
Both
0.005
(scree)
W6(Sheet7)
Pier Supports for Aerial
P
Headwater Forest
W6(Sheet7)
Yes
Both
0.001
Sewer Crossing
(acres)
W7(Sheet7)
Aerial Sewer CrossingP
Headwater Forest
W7(Sheet7)
Yes
Both
0.039
_____]
(acres)
2g. Total Temporary Wetland Impact
0.022
2g. Total Wetland Impact
0.099
2h. Comments:
2g. Total Permanent Wetland Impact
0.077

All temporary wetland impacts, as well as impact W7(Sheet7), will be restored via returning the area to original grade and reseeding with a wetland
seed mix Impact W6(Sheet7) are associated with the construction of the three (3) pier supports for the aerial sewer crossing located within the
wetland and considered "permanent"(permanent loss) impacts. This impact is labeled on the plans at 0.0002 acres, but rounded up in the table above
to 0.001 acres. Impact W7(Sheet7) are labeled on the plans as "temporary", but listed in the table above as "permanent". They will be restored to
grade, and reseeded with a wetland seed mix But, they will be maintained as an herbaceous wetland, and not allowed to grow back up to be a
forested wetland. This maintenance corridor is necessary to protect and maintain the aerial sewer line. We understand that this is considered a
permanent impact, but not a permanent loss. Mitigation is not proposed as the total permanent wetland impacts for the project have been minimized to
only 0.085 acres (less than 1 /10th acre).
3. Stream Impacts
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
91
31. Total stream and ditch impacts:
129
31. Total temporary stream impacts:
38
3j. Comments:
Impact S1 involves the installation of a +/- 72 foot long 42" RCP and +/- 35 If of riprap dissipater. Mote that the crossing is being made over an existing
+/- 20 foot piped section of stream, which has been excluded from the impact numbers listed in the table above.
Note the stream width varies from 2 to 4 feet wide throughout the impact areas. This may initially seem odd that it's going from a 4' wide stream to a 2'
wide stream further down, but it's because the stream valley slope flattens out and widens through a wetland system and the stream has access to the
geomorphic floodplain. And, because the wider sections of stream exist around the existing piped section (plunge pool below the pipe, etc.).
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
m Neuse ❑ Tar -Pamlico
❑ Catawba ❑ Randleman
❑ Goose Creek ❑ Jordan Lake
❑ Other
6b. Impact Type
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact *
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
6,304
3,561
B2(Sheet2) - Fill Slope (exempt)
P
(?)
Jurisdiction*
0
length*
S1
Road Crossing Sheet 2
9 ( )
Permanent
Culvert
UT to Basal Creek
Perennial
Both
4
91
No
0
732
B5(Sheet6) - Fill Slope (exempt)
P
UT to Basal Creek
No
Avenge(feet)
(Frear feet)
S2
Construction Access (Sheet
Temporary
Workpad/CausewayUT
to Basal Creek
Perennial
Both
3
15
2)
Average (feet)
(linearfeat)
E
Construction Access (Sheet
Temporary
Workpad/CausewayLIT
to Basal Creek
Perennial
Both
2
23
7)
Average (fee)
(Frfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
91
31. Total stream and ditch impacts:
129
31. Total temporary stream impacts:
38
3j. Comments:
Impact S1 involves the installation of a +/- 72 foot long 42" RCP and +/- 35 If of riprap dissipater. Mote that the crossing is being made over an existing
+/- 20 foot piped section of stream, which has been excluded from the impact numbers listed in the table above.
Note the stream width varies from 2 to 4 feet wide throughout the impact areas. This may initially seem odd that it's going from a 4' wide stream to a 2'
wide stream further down, but it's because the stream valley slope flattens out and widens through a wetland system and the stream has access to the
geomorphic floodplain. And, because the wider sections of stream exist around the existing piped section (plunge pool below the pipe, etc.).
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
m Neuse ❑ Tar -Pamlico
❑ Catawba ❑ Randleman
❑ Goose Creek ❑ Jordan Lake
❑ Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigationrequired?
6f. Zone 1 impact
6g. Zone 2 impact
1131 (Sheet 2) - Road Crossing
P
LIT to Basal Creek
No
6,304
3,561
B2(Sheet2) - Fill Slope (exempt)
P
LIT to Basal Creek
No
0
2,635
B3(Sheet4) - Fill Slopes (exempt)
P
LIT to Basal Creek
No
0
1,428
B4(Sheet6) - Fill Slope (exempt)
P
LIT to Basal Creek
No
0
732
B5(Sheet6) - Fill Slope (exempt)
P
UT to Basal Creek
No
0
420
B6(Sheet7) -Perpendicular Aerial Sewer
Crossing
P
ffBesalek
f1,363
__]
818
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1
Zone 2
Total Permanent impacts: 7,667.00
9,594.00
Zone 1
Zone 2
Total combined buffer impacts: 7,667.00
9,594.00

61. Comments:
Impact B1(Sheet2) includes both a road crossing ("Allowable"; <1501f & <1/3 acres) and some grading and revegetation wdhtin Zone 2 only ("exempt';
sections with no Zone 1 impacts are proposed). The project engineer presented it this way on the plans, and we felt it was fine its pretty evident that it
would not trigger mitigation.
Impacts B2(Sheet 4), B3(Sheet5) & B4(Sheet6) consists of grading and regetation within Zone 2 only ("exempt") but are provided to assist in potential
future compliance inspections.
Supporting Documentation
Powell Square_lmpact Maps.pdf
2.35MB
E. Impact Justification and Mitigation U
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC delineated the wetlands, streams and buffers and obtained agency verifications early in the site planning process. The project engineer used
this information to avoid and minimize impacts to these areas as much as possible. The proposed road crossing as aligned to cross at an epsting +/-
20' piped section of stream.
tb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will obtain an erosion & sediment control (E&SC) / land disturbance permit Mich will include E&SC devices such as silt fencing, sediment
basins, etc. to protect downstream waters during construction. A post construction stormwater management plan will be approved for the project to
help protect downstream waters post -construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes d No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The total permanent impacts (loss) to wetlands is less than 1 /10th acre and streams is less than 150 If.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
Ia. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes d No
If no, explain why:
The project will obtain a stormwater management plan that includes two wet ponds (labeled Ponds 1 & 2) on the attached plans that will treat stormwater runoff with a TN removal
efficiency of 30%. The ponds will discharge to riprap dissipaters to achieve non-erosive velocities prior to entering wetlands located within the flat floodplain outside of the buffer.
2. Stommater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
O Yes d No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
O Yes d No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
O Yes O No
2d. Which of the following stormwater management program(s) apply:
m Local Government ❑ State
Local Government Stormwater Programs
m Phase II ® NSW ❑ USMP ❑ Water Supply
Please identifywhich local government stormwater program you are using.
Town of Fuquay-Varina, NC
Comments:
See comments in section F.1. above.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
0 Yes 0 No

2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
C Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C, Yes O No
3b. If you answered "no," provide a short narrative description.
The project involves a residential apartment complex which is typically assumed not to result in cumulative impacts. Any potentiall additional
development that could result in cumulative impacts associated with this project would be local within the Town or County jurisdictions, both of which
have adequate stormwater management and development ordinances in place (SMP, buffers, etc.) to protect nearby water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r,Yes rNoC hyA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater from the project will be discharged to the City of Raleigh collection system and wastewater treatement plant. The City will ensure that
adequate capacity exists prior to construction plan approval.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes C No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
C Yes 6? No
5d. Is another Federal agency involved?*
r Yes C No r Unknown
5e. Is this a DOT project located within Division's 1-8?
CYes CF, No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes C No
5g. Does this project involve bridge maintenance or removal?
C Yes O No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
C Yes O No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
CYes 0No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NHP Data Explorer website
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
C Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH Mapper website. The project is located within Wake County, NC far from any coastal or EFH areas.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
C Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO HPOWEB website
7c. Historic or Prehistoric Information Upload

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
O Yes O No
8c. What source(s) did you use to make the floodplain determination?*
FEMA-DFIRM mapping
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature U
m By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Bob Zarcecki - S&EC, PA
Signature
Date
3/4/2019

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
s andec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: POWELL SQUARE APARTMENTS S&EC Project #10432
Date: 2019
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinizer Field Office: USACE Raleigh Re_u�ry Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Location: Old Powell Rd & N. Broad St., Fuquay-Varina, Wake Co., NC
Project Area: 26.88 acres PIN No.: 0657576829 & 0657672567 Deed: Book017219/Page02037
Lat/Long: 35.612097/-078.813712 Watershed: UT to Basal Creek, 27-43-15-3, "B;NSW", Neuse 01
PROPERTY OWNER INFORMATION:
Name: SDG FQV, LLC
Address: 305 Blandwood Ave., Greensboro, NC 27401-6029
Phone No.: [phone] #208 Mobile [phone]
Email: bwise(cr�,silznatureproperty_group.com
Property QvVneV(please print)
Owner Signature
February 26, 2019
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our know/edge.

A'
NCDENR
;North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat ;McCrory Thomas A. Reeder
Governor Director
QG & A Inc
Keeney Properties
701 Exposition Place, Suite 1'01
Raleigh, NC 27615
September 48, 2013
John E. Skvarla, III
Secretary
Subject: Surface Water Determination Letter
NBRRO#13 2'53
Wake County
Determination, Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 26 .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑Ephemeral/Intermlttent%Pererinlal Determination
USGS
❑ Isolated Wetland Determination
El Jordan (15A NCAC 2B 0267)
Subjec
Project Name:
Old Powell Road Site
Location/Directions: 'Subject property is a private undeveloped lot in the NW quadrant of the
intersection of Old Powell Road,and Highway 55 in Fuquay-Varina
Subject Stream: UT to Basal Creek
Determination Date: September 17, 2013 Staff: Sara Knies
Feature
E/I/P*
Not
Subject
Start@
Stop@
'Soil
USGS
Subjec
Survey
Topo
t
A
I
X
Throughout
X
X
B
P
X
D/S end section of
X
X
culvert
C
Not Present
I X
I
I I
X
*EIIIP = Ephemeral/Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined.not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
Wo
Carolina
AMUM4
North Carolina Division of Water Resources 1628 Mad Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet www ncwaterouality orq Location 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Old Powell Road Site
Wake County
September 18, 2013
Page 2 of 2
other streams located on your property that do not show up on the maps referenced above but, still,may be
considered jurisdictional according -to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days•of date of this letter or from the date the affected
party (including downstream and/or adjacent, owners) is,notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at,(919)-554-4884.
If you have questions regarding,this determination, please feel, free to contact Sara Knies at [phone].
OYespefully,
/2l%✓ /%)Y
Danny Smit
Regional S ervisor
cc: RRO/SWP File Copy

�rn.•

FM 4
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Project No. Figure 1 - 1:24K USGS � ��� /� �y
10432.W5 Topographic Quadrangle
Project Mgr.: Old Powell Rd Site t Soil & Environmental Consultants, PA
SIB 11010 Raven Ridge Rd.- Raleigh, NC 27614
Developers Diversified [phone] - [phone]
Scale: Web Page: www.SandEC.com
1 2,000'
919113 Fuquay Varina Quadrangle

FUTURE POWELL SQUARE
COMMERCIAL PROJECT TO
BE PERMITTED UNDER
SEPARATE PERMIT BY
OTHERS
POWELL SQUARE APARTMENTS
TOTAL SITE AREA = 1,171,060 SF OR 26.884 AC
TOTAL IMPERVIOUS AREA = 540,372 SF
TOTAL IMPERVIOUS PERCENTAGE = 46.14%
IMPACT TOTAL SUMMARY
ZONE 1 IMPACT
7,667 SF.
ZONE 2 IMPACT
9,594 SF.
WETLAND IMPACT
0.037 AC.
WETLAND TEMP. CONST. IMPACT
0.061 AC.
STREAM PERMANENT IMPACT
1 0.009 AC.1 91 LF
STREAM TEMP. CONST. IMPACT
1 0.002 AC.1 38 LF
RESTORATION NOTES:
WETLANDS ARE TO BE RETURNED TO ORIGINAL GRADE AND SEED WITH WETLAND SEED
MIX.
STREAMS SHOULD BE RETURNED TO ORIGINAL CONTOURS AND CORE FIBER MAT
EMBANKMENTS AS NEEDED.
SHEET 1
CE GROUP
ico
REVISIONS: POWELL SQUARE APARTMENTS
301 GLENWOOD AVE. OVERALL 1 M PACT MAP
SUITE 220
RALEIGH,NC 27603 200' 0 NORTH 200, 400,
PHONE: [phone]
FAX [phone] F U Q UAY-VAR I N A, NC
SCALE: 1" = 200'

IMPACT TOTAL
ZONE 1 IMPACT
6,304S
ZONE 2 IMPACT
6,196 SF.
WETLAND IMPACT
0.031 AC.
WETLAND TEMP. CONST. IMPACT
0.017 AC.
STREAM PERMANENT IMPACT
0.009 AC. 91 LF
STREAM TEMP. CONST. IMPACT
0.001 AC.1 15 LF
ZONE 1IMPACT
ow
STREAM TEMPORARY
CONSTRUCTION
IMPACT 5 LF, 0.0,01 AC
III III �' �► �/ '/l / /� I •��������������
NX A
L4 PAL AIM
ZONE 2 ROAD 140"Arm "M
CE GROUP ico
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' 60'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
SHEET 21
REV151ON5: POWELL SQUARE APARTMENTS
BYPASS CULVERT CROSSING #1
PLAN VIEW
FUQUAY-VARINA, NC

40E
40(
39E
39(
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
50 100
BYPASS CULVERT
H: 1" = 30'
V:1"=3'
150
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
405
400
395
390
200
IMPACT TOTAL
ZONE 1 IMPACT
6,304 SF.
ZONE 2 IMPACT
6,196 SF.
WETLAND IMPACT
0.031 AC.
WETLAND TEMP. CONST. IMPACT
0.017 AC.
STREAM PERMANENT IMPACT
0.009 AC. 91 LF
STREAM TEMP. CONST. IMPACT
10.001 AC.1 15 LF
PROPOSED GRADE
42" RCP 71 LF 48" RCP
12" BURIED
42" RCP
EXISTING EXI TING 2 i _ INV=391.0
STREAM 42" RCP
BOTTOM _INV OUT=390.0 18"
INV =389
I
I
+35 LF J
CLASS A RIPRAP
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
50 100
BYPASS CULVERT
H: 1" = 30'
V:1"=3'
150
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
405
400
395
390
200
IMPACT TOTAL
ZONE 1 IMPACT
6,304 SF.
ZONE 2 IMPACT
6,196 SF.
WETLAND IMPACT
0.031 AC.
WETLAND TEMP. CONST. IMPACT
0.017 AC.
STREAM PERMANENT IMPACT
0.009 AC. 91 LF
STREAM TEMP. CONST. IMPACT
10.001 AC.1 15 LF
SHEET 3
POWELL SQUARE APARTMENTS
BYPASS CULVERT CROSSING #1
PLAN VIEW
FUQUAY-VARINA, NC

\ ,,
Ir
I /
\ ``
l
III\\
r^\ \ /
/PACT
788 SO
ZONE 2 IMPACT
TOTAL 1,428 SF.
ZONE 2 'o, / /
IMPACT \�`
��k� /I ZONE
IMPACT / a
402 SF.
405
G110
SHEET 4
/\
CE GROUP REVISIONS: POWELL SQUARE APARTMENTS
301 GLENWOOD AVE. GRADING I M PACT #2
SUITE 220
RALEIGH,NC27603 30' 0 NORTH 30' 60' PLAN VIEW
PHONE: [phone]
FAX [phone] F U Q UAY-VAR I N A, NC
SCALE: 1" = 30'

10
o// /
III tion
III
I�I
III
III
/ III
III
I
II
II
/ II
� II
II
II
II
II
I
CE GROUP ico
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' so'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
GKIE 2
401 9F.
713--
INO
��jII®R ZONE 2 IMPACT TOTAL 732 SF.
WETLAND IMPACT
TOTAL 0.001 AC.
WETLAND TEMPORARY
CONSTRUCTION IMPACT
TOTAL 0.005AC.
IS
/. .IoN .
WETLAND TEMPORARY
CONSTRUCTION AIMPACT
0.005 AC. /
SHEET 5 1
REv15ION5: POWELL SQUARE APARTMENTS
GRADING I M PACT #3
PLAN VIEW
FUQUAY-VARINA, NC

�ONE 2
. \l
M TC H Ll�F- - N IMPACT
\ / I 145 SF. I
Z
J
ir
I \ I \ \ I I
INSET 1
I I I I I I I \\ 1 \ 1
\ I I \ \ \\ \ \ ZONE 2 IMPACT
TOTAL 420 SF.
� WETLAND IMPACT
TOTAL .005 AC.
—I I V S—E—T--2,
EXISTING WATER SURFACE 1 ZONE 210RACT \
/ \ I 275 SF.
N V Z I a `� ETLA \\
IMPACT 0V05 AC. \
ATCH LINE - I SE�\
I \
SHEET 6
_
CE GROUP REVISIONS: POWELL SQUARE APARTMENTS
_301 GLENWOOD AVE. POND IMPACT #4
SUITE 220
RALEIGH,NC27603 30' 0 NORTH 30' 60' PLAN VIEW
PHONE: [phone]
FAX., 919-322-0032 F U Q UAY-VAR I N A, NC
SCALE: 1" = 30'

ZONE 2 IMPACT
407 SF. �
I
IZGN�� l
� ZONF i
1
WETLAND TEMP.
CONSTRUETION
IMPACT 0.008 AC.
STIR AM TEMP.
CON$IRUCTIDN IMPACT
23 L 0.001 AC.
ETLAN D
P�RMANENT
I PACT 0.0001 A&
I,
WET AND P. i
CON TRUCTION
IMPA T0.039A�
LJ _
s
ZONE 1 IMPACT
1,363 SF. "
ZONE2IMPACT
411'SF.
WETLAND
PERMANENT y
IMPACT 0.0001 AC. y
§� 398 � �
4* ��
CE GROUP ico
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' 60'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
IMPACT TOTAL
ZONE 1 IMPACT
1,363 SF.
ZONE 2 IMPACT
818 SF.
WETLAND PERMANENT IMPACT
0.0002 AC.
WETLAND TEMP. CONST. IMPACT
0.039 AC.
STREAM TEMP. CONST. IMPACT
0.001 AC.1 23 LF
room
Nrp" �♦�.
L I WETLAND IMPACT
r WETLAND TEMPORARY
CONSTRUCTION IMPACT
SHEET 71
POWELL SQUARE APARTMENTS
AERIAL SEWER CROSSING IMPACT #5
PLAN VIEW
FUQUAY-VARINA, NC

l� v
�c \
FUTURE POWELL SQUARE \
COMMERCIAL PROJECT TO \
BE PERMITTED UNDER
SEPARATE PERMIT BY \
OTHERS
POWELL SQUARE APARTMENTS
TOTAL SITE AREA = 1,171,060 SF OR 26.884 AC
TOTAL IMPERVIOUS AREA = 540,372 SF
TOTAL IMPERVIOUS PERCENTAGE = 46.14%
IMPACT TOTAL SUMMARY
ZONE 1 IMPACT
0.1211 AC.
ZONE 1 TEMP. UTILITY IMPACT
0.03 AC.
ZONE 2 IMPACT
0.2261 AC.
ZONE 2 TEMP. UTILITY IMPACT
0.018 AC.
WETLAND IMPACT
0.0372 AC.
WETLAND TEMP. CONST. IMPACT
0.069 AC.
STREAM PERMANENT IMPACT
0.009 AC. 91 LF
STREAM TEMP. CONST. IMPACT
0.002 AC. 38 LF
RESTORATION NOTES:
WETLANDS ARE TO BE RETURNED TO ORIGINAL GRADE AND SEED WITH WETLAND SEED
MIX.
STREAMS SHOULD BE RETURNED TO ORIGINAL CONTOURS AND CORE FIBER MAT
EMBANKMENTS AS NEEDED.
SHEET 1
CE GROUP
ico
REVISIONS: POWELL SQUARE APARTMENTS
301 GLENWOOD AVE. OVERALL 1 M PACT MAP
SUITE 220
RALEIGH,NC 27603 200' 0 NORTH 200, 400,
PHONE: [phone]
FAX [phone] F U Q UAY-VAR I N A, NC
SCALE: 1" = 200'

—Z49NE� — —
IMPACT
— 0 aAC
WETLAND- —
IMPACT
0.014 AC.
1r- _
OZONE 2 -
's STREC�NENT
IMPACT 6T.LF�106 A6.
/
WETLAND TEMPORARY/
CON$7RUCilON /
IMPACT 0.009 AC/
ST�E1�M TEMPORAR'
CONSTRUCTION
IMPACT 5 LF, 9.001 AC.
WETLAND IMPACT
STREAM PERMANENT
I M PACT TOTAL
ZONE 1 IMPACT
0.121 AC.
ZONE 2 IMPACT
0.139 AC.
WETLAND IMPACT
0.031 AC.
WETLAND TEMP. CONST. IMPACT
0.017 AC.
STREAM PERMANENT IMPACT
0.009 AC.1 91 LF
STREAM TEMP. CONST. IMPACT
0.001 AC.1 15 LF
_ ZONE 2 IMPACT
� 0.101 AC. � / //
\\ — —
// �L Z c
/ 7` u
CE GROUP ico
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' 60'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
ZONE 1 IMPACT
ZONE 2 IMPACT
WETLAND IMPACT
WETLAND TEMPORARY
CONSTRUCTION IMPACT
STREAM PERMANENT IMPACT
STREAM TEMPORARY
CONSTRUCTION IMPACT
SHEET 2
REVISIONS: POWELL SQUARE APARTMENTS
BYPASS CULVERT CROSSING #1
PLAN VIEW
FUQUAY-VARINA, NC

40E
40(
39E
39(
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
50 100
BYPASS CULVERT
H: 1" = 30'
V:1"=3'
150
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
405
400
395
390
200
IMPACT TOTAL
ZONE 1 IMPACT
0.121 AC.
ZONE 2 IMPACT
0.139 AC.
WETLAND IMPACT
0.031 AC.
WETLAND TEMP. CONST. IMPACT
0.017 AC.
STREAM PERMANENT IMPACT
0.009 AC. 91 LF
STREAM TEMP. CONST. IMPACT
10.001 AC.1 15 LF
PROPOSED GRADE
HFADWAI I
v
EXISTING
STREAM 42" RCP
BOTTOM _INV OUT=390.0
-
IN
i
+35 LF J
CLASS A RIPRAP
42" RCP
48" RCP 42" RCP
12" BURIED _ INV=391.0
INV=390. 18"
389
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
50 100
BYPASS CULVERT
H: 1" = 30'
V:1"=3'
150
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
405
400
395
390
200
IMPACT TOTAL
ZONE 1 IMPACT
0.121 AC.
ZONE 2 IMPACT
0.139 AC.
WETLAND IMPACT
0.031 AC.
WETLAND TEMP. CONST. IMPACT
0.017 AC.
STREAM PERMANENT IMPACT
0.009 AC. 91 LF
STREAM TEMP. CONST. IMPACT
10.001 AC.1 15 LF
SHEET 3
POWELL SQUARE APARTMENTS
BYPASS CULVERT CROSSING #1
PLAN VIEW
FUQUAY-VARINA, NC

Ir
v\IIS\\\\�
r
\ \ \ \
/ZONE 2
ACT
8 Ad
\%
ZONE 2
IMPACT /-\ /
1-1
CE GROUP iro
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' so'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
ZONE 2
zIMPACT
REVISIONS:
ZONE 2 IMPACT
TOTAL 0.032 AC.
SHEET 4
POWELL SQUARE APARTMENTS
GRADING IMPACT #2
PLAN VIEW
FUQUAY-VARINA, NC

CE GROUP ico
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' so'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
A
LI
J
WETLAND IMPACT
TOTAL 0.001 AC.
WETLAND TEMPORARY
CONSTRUCTION IMPACT
TOTAL 0.005AC.
SHEET 5 1
REv151ON5: POWELL SQUARE APARTMENTS
GRADING I M PACT #3
PLAN VIEW
FUQUAY-VARINA, NC

L3k o
Lu
MH L NE -
N S , \\ -----!
1 I I I � \ 1 ONE 2 1 T
Lu
I v
\ \ \ INSET
\ I I \\ \\ \ \ ZONE 2 IMPACT
TOTAL .012 AC.
R WETLAND IMPACT
PRry<INF
\ \ \ TOTAL .005 AC. oPF
N
Z6jNE 2 IMPAC `\
0.000�AC. \
/ l/ (STING WATER SURFACE 1 \ INSET
\ EX \
ZI 1I \ \ \
� Xw— )` � / a � � 11\VETLA \
IMPACT 005 AC. \
ZONE 2 GRADIN j
/�
MA L-I-Nf�- IS I '► ► I ----�- �
_405— -
OO SHEET 6
_
CE GROUP REVISIONS: POWELL SQUARE APARTMENTS
_301 GLENWOOD AVE. POND IMPACT #4
SUITE 220
RALEIGH,NC27603 30' 0 NORTH 30' 60' PLAN VIEW
PHONE: [phone]
FAX [phone] F U Q UAY-VAR I N A, NC
SCALE: 1" = 30'

1
ZONE 2 TEMP.
UTILITY IMPACT
0.009 AC.
I � \
ZCN�� f
ZONE 1 TEMP.
UTILITY IMPACT '�
2�S 1 0.015 AC.
ogrr-
PERMANENT
IMPACT
—9-0001-;�+✓—
WETLAND TEMP.
CONSTRUCTION
IMPACT 0.008 AC.
IrP
ACT (7.001 AC ,
3 LF
ETLAN D
T
PACT
ACT 0.0 O.B001 AG: .
ZONE
WET AND TEMP.
CON TRUCTION
IMPA T 0.039 A
AND I�
ANEN�j
'Too
01 AC.
ZONE 2
PF.2MANFNT
IMPACTO.Q001 AC.
,ZONE 1 TEMP.
- UTILITY IMPACT
�a15 AC. -
ZONE 2 TEMP.
0 ILATY IMPACT (�•
CE GROUP ico
301 GLENWOOD AVE.
SUITE 220 30 o NORTH 30' 60'
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
SCALE: 1" = 30'
IMPACT TOTAL
ZONE 1 PERMANENT IMPACT
0.0001 AC.
ZONE 2 PERMANENT IMPACT
0.0001 AC.
ZONE 1 TEMP. UTILITY IMPACT
0.030 AC.
ZONE 2 TEMP. UTILITY IMPACT
0.018 AC.
WETLAND PERMANENT IMPACT
0.0002 AC.
WETLAND TEMP. CONST. IMPACT
0.047 AC.
STREAM TEMP. CONST. IMPACT
0.001 AC. 23'
ZONE 1 IMPACT
ZONE 1 TEMPORARY IMPACT
ZONE 2 IMPACT
WETLAND IMPACT
WETLAND TEMPORARY
CONSTRUCTION IMPACT
SHEET 71
POWELL SQUARE APARTMENTS
AERIAL SEWER CROSSING IMPACT #6
PLAN VIEW
FUQUAY-VARINA, NC

! a62 Or$2 tti No8 ck'+2CeD 64° N0C Was
ASC2 WaA LY
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2 C' NoB2 Agee ' QC2 CgB a Y as
WTI Nab ♦ -
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WaB �r 1 �o : APD �qa
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ApC 2. J `� C
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WgA No r APG2 U * ?
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._ Powe�� quare Apartments - was
WAR
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Figure 2 - NRCS Soil
Project No.
10432.W1
Survey Map
Project Mgr.:
Soil & Environmental Consultants, PA
SB
Old Powell Road Site
11010 Raven Ridge Rd. - Raleigh, NC 27614
Developers Diversified Realty
[phone] • [phone]
Scale:
Web Page: www.SandEC.com
1"=1320'
Wake County Soil Survey
9/9/13

I % Cem
1i5
4 � ~
_� `'
" ly
J
,Powell Square Apartments
Project Area �-
y
lam,
\ ttlV
1 c ek r
it
I O _f� � • IU
Project No. Figure 1 - 1:24K USGS
10432.W5 Topographic Quadrangle
Project mgr.: Old Powell Rd Site
SB
Developers Diversified
Scale:
1" = 2,000'
9/9/13 Fuquay Varina Quadrangle
ountr
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com