20160830 Ver 1_Application_20160824

Environmental Consultants,.
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.coxn
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Tasha Alexander
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
Re: LEESVILLE ROAD MARKETPLACE
Raleigh, NC
Updated August 23, 2016
S&EC Project# 10122.W2
N.C. Division of Water Resources
401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 91h Floor
512 North Salisbury Street,
Raleigh, NC 27604
On behalf of the owners, Stewart D. Marlowe & John D. Titchener, Jr. and Mason Street LLC, please find attached a
complete application and supplemental information requesting written concurrence from the U.S. Army Corps of
Engineers (USACE) and the N.C. Division of Water Resources (DWR) that the activities proposed below may proceed
under Nationwide Permit 39 and General Water Quality Certification 3890. Please contact me at [phone] if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name
Leesville Road Marketplace
Project Type
Commercial Development
Owner / Applicant
Stewart D. Marlowe & John D. Titchener, Jr. and Mason
Street LLC
County
Wake
Nearest Town
Raleigh
Waterbody Name
Sycamore Creek
Index Number
27-33-9
Class
B;NSW
USGS Cataloging Unit
Neuse 03020201
IMPACT SUMMARY
Stream Impact (acres):
0.02 ac
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.02
Total Stream Impact (linear feet):
270
Attachments: Complete PCN & Supplemental Information
DWR Permit Application Fee

11"I 0�
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f] Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
N Yes NX No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
LEESVILLE ROAD MARKET PLACE
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
MASON STREET, LLC, Stewart D. Marlowe & John D. Titchener, Jr.
3b.
Deed Book and Page No.
008442 pg 01695, 014865 pg 02667, 012987 pg 01214, 012987 pg 01214
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
115 S. Mason Street; PO Box 20667
3e.
City, state, zip:
Apex, NC, 27502-1916; Raleigh, NC 27619-0667
3f.
Telephone no.:
Call Agent
3g.
Fax no.:
3h.
Email address:
Email Agent
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Bob Zarzecki
5b.
Business name
(if applicable):
Soil & Environmental Consultants PA.
5c.
Street address:
8412 Falls of Neuse Road, Suite 104
5d.
City, state, zip:
Raleigh, NC, 27615
5e.
Telephone no.:
(919)-846-5900
5f.
Fax no.:
[phone]
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0788047444, 0788048627, 0788048872, 0788045738
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.906 Longitude: -78.727
1 c.
Property size:
8.13 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Sycamore Creek
2b.
Water Quality Classification of nearest receiving water:
B;NSW
2c.
River basin:
Neuse
3.
Project Description
3a. 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 wooded, vacant and has a historic site within the parcel boundary known as the Leesville School Teacherage.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 400
3d. Explain the purpose of the proposed project:
To develop the properties as a retail shopping center.
3e. Describe the overall project in detail, including the type of equipment to be used:
A retail grocery store (anchor store) and adjacent retail stores, parking, stormwater management, etc. Heavy equipment typical for such development.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ PreliminaryX❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Jamie Shern, Lauren Witherspoon & Bob Zarzecki
Agency/Consultant Company: USAGE / DWR / S&EC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW -2011-02-02039 (attached), NBRRO#07-210 (attached)
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Fill
UT to Crabtree Creek
INT
Corps
3
270
S2 -
Choose one
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
-
S6 -
Choose one
3h. Total stream and tributary impacts
270
3i. Comments:
NOTE - This stream was determined to be ephemeral by the N.C. DWR on this site (north of Leesville Road). It was also determined to be a "Non -
relatively permanent water" (NRPW) by the USACE. Updated data forms and photos are provided in addition to the DWR & USACE verifications.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
X❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e. 6f.
Buffer Zone 1
mitigation impact
required? (square
feet)
6g.
Zone 2
impact
(square
feet
B1
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts: 0
0
61. Comments: NOTE - This stream was determined to be ephemeral by the N.C. DWR on this site (north of Leesville Road) and as such no stream
buffers exist (N BRRO#07-21 0 attached).
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project plans initially proposed to impact the entire +/- 400 feet of tributary on property. The project engineer redesigned plans to minimize
impacts as much as possible, down to only 270 feet.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project will obtain an erosion control permit from the City of Raleigh and include devices to protect downstream waters during the construction of
the development. A post -construction stormwater management plan will also be approved by the City for the project to treat any stormwater runoff from
the site and protect downstream waters post -development.
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?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
There are no stream buffers within the development. All water will be treated by a City of Raleigh
form leaving the buffer
❑ Yes ❑ No
approved
stormwater management plan prior site or entering any areas.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
65%
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
A stormwater management plan is required by the City of Raleigh. The attached stormwater narrative from
the project engineer provides a conceptual
description
of the plan proposed. A copy of the approved SMP can be provided to DWR prior to impacts.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
City of Raleigh
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Raleigh
X❑ Phase II
❑X NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes X❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is essentially an in -fill development of a vacant property that is proposed to be developed similar to the surrounding properties (e.g.,
adjacent Walgreens, retail shopping center across Strickland Road, etc.). No cumulative impacts are anticipated. If any unexpected cumulative
developments
were to occur, the existing City, County, State and Federal regulations (riparian buffers, stormwater management, etc.) would help to
ensure
the protection of downstream water quality be maintained.
4.
Sewage Disposal (DWQ Requirement)
4a.
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.
State
City
of Raleigh sanitary sewer system. The City and will ensure that adequate capacity exists.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes X❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP & FWS databases. Wake County is identified in the buffer zone for the Northern Long -Eared Bat (NLEB), but there are no known hibernaculum or
roosting sites in the County and any clearing of vegetation would occur after the pup season. So no impact is anticipated to occur.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper - The project is located within the piedmont of NC far away from any identified 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
0 Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The "Leesville School Teacherage" (HPO Site ID: WA1345) exists on the property. It is not on the National Register, but was identified by SHPO to be
"Determined Eligible". The developer is in negotiations with the City to relocate the house off property or outside of any development areas.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Digitally signed by Bob Zarzecki
Bob Zarzecki ou etlandBob Zarzectment,&EC,PA,
ou=Wetlands Department,
S&EC, PA
Bob Zarzecki
email=[e-mail], c=US
Date: 2016.08.2315:34:58-04'00'
Updated 8/23/2016
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

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,andec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: LEESVILLE ROAD MARKETPLACE S&EC Project 410122.W2
Date: 2016
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE Raleigh Regulatory 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:
Parcel Index Number(s) (PIN): 0788045738/0788048872/0788048627
Site Address: 9513 9601 & 9605 Old Leesville Rd., Raleii4h, Wake Co., NC
Watershed: Sycamore Creek (Big Lake) 27-33-9, "B;NSW", Neuse 03020201
PROPERTY OWNER INFORMATION:
Name: MASON STREET, LLC
Address: 115 S. Mason Street, Apex, NC 27502-1916
Phone No.: (g1q) X41 ?LFi 1 Fax No.: ( ) Mobile No.: (9fq) 4W 7993
Email: ahee @ M<_ , rr. row..
Property Owne (please print)
Property Owner Signature
Date
'S- - Lc. f,
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

07/21/16 01:40PM Marlowe & Moye 9198446690 Page 2
Environmental Consultants,
[; 276Ii - I' tmr: {)It)) R46 -%i'))
.a�ic4cc;-cc>m
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: LEESVILLE .ROAD MARKET PLACE S&EC Project ##10122.W2
Date: 2016
The Department of the Army
U.S. Array Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE Ralei h Regulatoa Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, dry
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.
NURCE: 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:
Parcel Index Number(s) (PIN): 0788047444
Site Address: 9501 Leesville Road Raleigh, Wake Ccs. NC
Watershed: Sycamore Creek (Big Lake 27-33-9 "B•NSW" Neuse 03020201
PROPERTY OWNER INFORMATION:
Narne: Stewart D. Marlowe & Jahn D. Titchener, Jr.
Address: PO Box 20667, Raleigh, NC 27619-0667
Fax No.: Mobile No.:
Email:r1il1-fid.! .
Property
Owner Signature
Date
14
we hereby certfty the above Informatfon submitted In this appllcation Is bue and accurate to
the best of our knowledge.

Environmental Consultants,
8412 hills of Neuse Road, Suite V4, Raleigh, NC 27615 • Phone: [phone]
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: LEESVILLE ROAD MARKETPLACE S&EC Project #10122.W2
Date: 2016
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE Raleigh Re_Q,ulatory 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:
Parcel Index Number(s) (PIN): 0788047444
Site Address: 9501 Leesville Road, Raleiah, Wake Co., NC
Watershed: Sycamore Creek (Big Lake), 27-33-9, `B;NSW", Neuse 03020201
PROPERTY OWNER INFORMATION:
Name: Stewart D. Marlowe & John D. Titchener, Jr.
Address: PO Box 20667, Raleigh, NC 27619-0667
Phone No.: ( ) Fax No.: ( ) Mobile No.: ( )
Email:
Property Owner (please print) 177 Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our know/edge,

Project Number:
10122. W2
Project Manager:
BZ
Scale:
1" = 750'
Date:
5/25/16
7z
Map Title:
Figure 1 - USGS Map
Leesville Road Market Place
Wake County, NC
Source:
USGS Bayleaf Quadrangle
wJ
0 750 1,500 N
Feet
' Soil 8k Environmental Consultants, PA
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Project Number: Map Title: N
10122., W2 Figure 2 - Soil Survey Map 0 400 800
Project Manager: I i i i I i i i I
BZ Leesville Road Market Place Feet
Scale: 1" = 400' Wake County, NC
Source: Soil & Etn-iroiimental Consultants, PA
Date: Soil Survey Sheet 18 "2 •° °'H °;�,° H��.�G=x35.1—r
5/25/16 919y Ai6.590 +E'ix:�979)Y Rib
`

Leesville Road Market Place
Preliminary Stormwater Impact Analysis
General Descrintion
The proposed development currently known as Leesville Road Market Place is located on
approximately 7.5 -acres southeast of the intersection of Leesville Road and Strickland Road in
Raleigh, North Carolina. The proposed development will consist of commercial development
and the associated infrastructure.
The proposed development is located within the Neuse River basin with the site's stormwater
runoff draining into an unnamed tributary to Sycamore Creek. The proposed development shall
be subject to the stormwater management requirements set forth in Section 10, Chapter 9 of the
City of Raleigh regulations. Per City of Raleigh regulations, stormwater management on this site
shall address two primary issues: (1) peak discharge rates and (2) water quality management.
1. Storm water Runoff Controls [Section 10-9023]
(a) Runoff limitation
The peak stormwater runoff leaving any site for the two-year and ten year storms shall be
no greater for post -development conditions than pre -development conditions. The same
methodologies used to calculate stormwater runoff must be used for both pre -
development and post -development conditions (Section 10-9023a).
For any land disturbing activity, as defined in Part 10 Chapter 5, the peak stormwater
runoff leaving the site at each discharge point for the two-year storm shall be no greater
during construction than for pre -development conditions. However, this regulation shall
not be applicable when the development site conforms to all of the following:
(1) The disturbed acreage is less than five (5) acres;
(2) The two-year peak discharge for the disturbed condition, for all points of
discharge, is less than ten (10) per cent of the peak discharge from the
contributing watershed as measured at the nearest receiving watercourse.
(b) Exemptions.
In addition to those activities exempted by §10-9003(b) and §10-9021, the stormwater
runoff control requirements of this section shall not apply to one (1) or more of the
following:
(1) The increase in peak stormwater runoff between pre -development and post -
development conditions for the two-year and ten-year storms is ten (10) percent
or less at each point of discharge.
(2) The maximum impervious surface coverage of the lot, including any existing
impervious surfaces, is no more than fifteen (15) per cent and the remaining
pervious portions of the lot are utilized to convey and control the stormwater
runoff of the lot to the maximum extent practical. Any lot which is exempted from
the runoff control requirements by subsection (b)(2), shall comply with all the
requirements of subsection (a) whenever:
a. The exempted lot is subdivided; or
b. The exempted lot size is reduced by recombination; or
c. Impervious surfaces on the exempted lot equal or exceed fifteen (15)
per cent.

(3) Compliance with the runoff limitations in subsection (a) above would result
in greater adverse downstream impact, such as local flooding, as determined by
City approved engineering studies.
(4) Compliance with the ten-year storm runoff limitations in subsection (a)
above results in no benefit to current and future downstream development, as
determined by City -approved engineering studies.
Projects exempted by subsection (b) shall protect all affected lands and receiving
watercourses from accelerated erosion as defined in Chapter S, Part 10.
2. Nitrogen Reduction [Section 10-9022]
a) Requirements
No development nor any expansion of an existing development, use, facility, building,
structure, nor any new or expanded vehicular surface area shall contribute a nitrogen
export load exceeding three and six tenths (3.6) pounds per acre per year.
b) Payment to North Carolina Riparian Buffer Restoration Fund as an offset
Developers shall have the option of offsetting their nitrogen export load limitations of
subsection (a) above by paying monies to the North Carolina Riparian Buffer Restoration
Fund based on the latest fee adopted by the State. For residential development, a one-
time offset payment may be paid to the North Carolina Riparian Buffer Restoration
Fund to bring the nitrogen export load down from six (6) pounds per acre per year to
three and six -tenths (3.6) pounds per acre per year. For all other developments, a one-
time offset payment may be paid to the North Carolina Riparian Buffer Restoration
Fund to bring the nitrogen export load down from ten (10) pounds per acre per year to
three and six -tenths (3.6) pounds per acre per year. Installation of City approved
stormwater control measures or payments or a combination of both may be used.
Residential developments which exceed nitrogen export loads of six (6) pounds per acre
per year and other developments which exceed nitrogen export loads of ten (10)
pounds per acre per year must install City approved stormwater control measures to
reduce the nitrogen export load of their development to the applicable six (6) or ten (10)
pounds per acre per year limitation to become eligible for payment offsets. All payments
are to be paid to the North Carolina Riparian Buffer Restoration Fund at the time of
subdivision recordation for those subdivisions with an approved unified off-site
stormwater control facilities plan. For all other developments, payments shall be paid to
the North Carolina Riparian Buffer Restoration Fund prior to the issuance of applicable
development permits (Section 10 -9022a -c).
Please note that residential development is defined in Section 10-9002 as any lot devoted
to single family or duplex land use.
To meet the above City of Raleigh standards, one stormwater management facility is proposed.
A report containing calculations detailing the expected stormwater impacts as a result of the
proposed development, along with the preliminary design of the stormwater management facility,
will be prepared for the City of Raleigh site plan and construction drawing approval process.
2

Conclusion
Peak Runoff Control Requirements
The proposed project will result in a significant increase in the peak flow rates leaving the site.
To mitigate this impact, a stormwater management facility will be designed such that post -
development peak flow rates resulting from on-site development are no greater than pre -
development levels in the 2- and 10 -year storm events at the point of analysis.
Pollutant and Nutrient Control Requirements
The site will be treated for water quality per Section 10-9022, using a structural stormwater BMP
designed to capture runoff from the proposed development. The stormwater management facility
will meet the design requirements of the City of Raleigh and the NC Stormwater Best
Management Practices manual.

Alphin Real Estate
Attn: Jack Alphin
400 Oberlin Road, Suite 320
Raleigh, NC 27605
Michael F. Easley,, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins,, Director
Division of Water Quality
September 20, 2007
NBRRO#07-210
Wake County
BASIN:
Neuse River X Tar -Pamlico
(I 5A NCAC 2D .0233) (15A. NCAC 2B .0259)
Complaint
NOV
Buffer Determination X
Incident # a Appeal Call
Project Name: 9601/9605 oldLeesvilleRoad
Location/Directions: located south of Strickland Road between Old Lep_sville Road and Leesville Road
Subject Stream: UT to Sycamore Creek
Date of Determination: 9/19/07
Feature(s)
Not
Subject
Subject
Start @
Stop@
Stream
Form Pts.
Soil Survey
USGS
Topo
A
X - I
Fl n A
J
x
F
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 and is not subject to the
buffer rules. Features, that are checked "Subjecf 'have been located on the property and possess characteristics that
qualify it to be a stream and are subject to the buffer rules. There may be 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 Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a -
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that '"exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60 -day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant AnAhCaroflnt-
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask )Vat111
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Custorner Service
intemet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative AcHon Employer -- 50% Recycled/1 0% Post Consumer Paper

9601/9605 Old Leesville Road
Wake County
9/20/07
Page 2 of 2
for a hearing, send a written petition.wni'A * U
cn conforms to Chapter 150E of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
detern-dnation is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (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
01
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
0e,
Lauren C. Witherspoon
EriVkojitA&iitil"'S'emorSpecial-ist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
Ben Brown, City of Raleigh, P.O. Box 590, Raleigh, NC 27602
PPohCarolina
WAVU11Y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Intemet h2o.enrstate.ncus 1628 Mail Service Center Raleigh, NC 27699-1628' FAX [phone]
An Equal Opportunky/Affirmadve Arlon Employer -- 50% Recyded/I 0% Post Consumer Paper

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2011-02039 County: Wake U.S.G.S. Quad: NC-BAYLEAF
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Mason Street LLC Aunt: Soil & Environmental Consultants, PA
Junius Dillard Bob Zarzecki
Address: 9608 Old Leesville Rd Address: 11010 Raven Ridge Road
Raleigh, NC, 27613
Property description:
Raleigh, NC, 27614
Size (acres) 3.10 (Mason Street) and 3.91 (Dillard) Nearest Town Raleigh
Nearest Waterway UT to Sycamore Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.906 Longitude: -78.727
Location description: 9605 Old Leesville Rd and 9701 Leesville Rd
Raleigh, NC 27613
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). 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.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. on your project area have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area 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
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact James Shern at 919-554-4884 x31
/James.F. S hern(a,usace.army.mil.
C. Basis For Determination
Presence of an Ordinary High Water Mark.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
2orps Regulatory Official:
E SSHERN.IAMES.F.1286971730 / ��
SHERNJAMLEST'. r" It2 8 6 I !/
Date: 11/21/11 Expiration Date: 11/21/16

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0 50 100 200 Feet
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USACE AID# DWQ N Site #_ (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the follw%ing information for the stream reach under assessment:
1. Applicant's name: 0 r kecr+ ID e v.lop µ
3. Date of evaluation:
5.Nameofstream: UT iO �,Y(.f ore Creek -
7. Approximate drainage area: a(.fr s
9. Length of reach evaluated: 41— `500 FT.
2. Evaluator's name: S ±EC - Q . Zcr eLdc �io l Z e2)
4. Time of evaluation: I1:00,1frl
6. River basin: NCUSC
8. Stream order. 157
10. County: WgKG
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): N/h
Latitude rex 34872-312): 35.906731 Longitude (ex -77595611): -78.7270E9
Method location determined (circle): GPS Topo Sheet (nho Aerial Phoro/Oil Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Neor itt interserhan of Lersthlle Rlg61 Sfrt6kl141 Rl — 9501 Leesu,lle kd
14. Proposed channel work (if any):
0. Recent weather conditions: NOf M0I
16. Site conditions at time of visit: SUVIhi Nu fc,+. v,.1 �•� u{�i {'x/S I�-.{ `jZ°
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed _(I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES (S If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES (NO) 20. Does channel appear on USDA Soil Survey? 0�p NO
21. Estimated watershed land use: 20 %Residential —% Commercial _% Industrial
80 % Forested _% Cleared /Logged _% Other (_
22. Bankfull width: 2•
24. Channel slope down center of stream: _Flat (0 to 2%)
25. Channel sinuosity: _Straight J Occasional bends
23. Bank height (from bed to top
_% Agricultural
ff
Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%)
_Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g.. the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 32
�
Evaluator's Signature / �
Date ?/1 ('�
This channel evaluation form�J�ed to b sed only as a guide to assist landowners and environmental professionals in
gathering tel
data required -b, the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Fonn subject to change version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
(hese characteristics are not assessed in coastal streams.
#
CHARACTERISTICS
ECOREGION POINT RANGE
SCORE
Coastal
Piedmont
Mountain
I
Presence of flow / persistent pools in stream
0-5
0 - 4
0-5
"tf
(no Flow or saturation = 0; strop Flow = max ints
r -
2
Evidence of past human alteration
0-6
0-5
0-5
extensive alteration = 0: no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
Z
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
3
extensive discharges = 0; no discharges = maxpoints)
a
5
Groundwater discharge
Uno
discharge = 0; springs, s wetlands etc. = maxpoints)
0-3
0-4
0-4
6
Presence of adjacent floodplain
(no flood Iain = 0; extensive floodplain = maxpoints)
0-4
0-4
0-2
Entrenchment/floodplain access
(deeDIV entrenched = 0; frequent flooding= max points)
0-5
0-4
0-2
g
Presence of adjacent wetlands
no wetlands = 0• large adjacent wetlands = maxpoints)
0-6
0-4
0-2
9
Channel sinuosity
0- 5
0- 4
0- 3
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
extensive deposition= 0• little or no sediment = max points)z
Size & diversity of channel bed substrate
I I
fine, homogenous = 0; large, diverse sizes = max points)
NA*
0-4
0 - S
12
Evidence of channel incision or widning
�+
Weeply incised = 0; stable bed & banks = max points)
0-5
0 - 4
0-5
Z
13
Presence of major bank failures
0-5
0 - 5
0-5
3
(severe erosion = 0; no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
E„
no visible roots = 0• dense roots throughout -maxpoints)
0-4
0-5
3
15
Impact by agriculture, livestock, or timber production
0-5
0 - 4
0-5
substantial impact -0; no evidence = max
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
F
no riffles/ripples les or Is = 0• well-developed = max inis)
I
Q
E•
17
Habitat complexity
0-6
0-6
..
(little or no habitat = 0; went, varied habitats =max points)0-6
M
Q
IIS
Canopy coverage over streambed
0-5
0-5
0-5
7
x
(no shading vegetation = 0; continuous canopy = maxpoints)
L
19
Substrate embeddedness
NA •
0-4
0-4
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
no evidence = 0• common numerous - maxpoints)0-4
0 - 5
0-5
VPresence
21
of amphibians
0-4
0-4
0-4
O
no evidence = 0• common numerous types = maxpoints)
C
�2
Presence offish
0-4
0-4
0-4
no evidence = 0; common, numerous = max points)
In
23
Evidence of wildlife use
0 - 5
0-5
no evidence = 0; abundant evidence = max points)0-6
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
f
(hese characteristics are not assessed in coastal streams.

NC DWQ Stream Identification Form Version 4.11
Date: 2
ProjecUSits: 10122
Latitude: 35, OC 73`
Evaluator: <41EC- Q• zanCcLi
County: N'6k4
Longitude: -7�,727C9
Total Points:
mination (circle one)
tertermittant
Qa.{\ e� , 1'40A219
Stream is at least mtermafent '
or mmiat A230'
Perennial
Ephemeral)nued
a 9 Q Neme:
ep
A. Geomorphology (Subtotal= Absent Weak Moderate Strong
1' Continuity of channel bed and bank
__0___1
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3 In -channel structure: ex riffle -pool, step -pool,
ripple -pool se uence
0
Q7
2
3
4. Particle size of stream substrate
0 1
1 1
2
3-
5 Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
No 0
2
3
7. Recent alluvial deposits
0
1
2
3
6. Headcuts
0
/�Ij
2
3
9. Grade control
0
O_ - 5j
1
1 5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
Yes = 3
artificial ditches are not rated, we discusyons in manual
B. Hydroloqy (Subtotal=%1J _)
12 Presence of Baseflow
0
D 1
2
3
13. Iron oxidizing bacteria
3
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
0
No 0
Ves = 3
1.5
C. Biology (Subtotal = 3 S )
16. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants In streambed
3
2
1
0
20 Macrobenihos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
'-
1
2
3
22 Fish
)
0.5
1
15
23 Crayfish
0
0.5
1
1.5
24 Amphibians
0
r-0.5
1
1.5
25 Algae
/0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0 75:
OBL = 1.5 Other 0
'perennial streams may also be identified using other methods See p 35 of manual
Notes:
\-txc\c..\y-'�
Sketch:
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{`'... {: •i_ -. F
jw
ljw
777
gyp-
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Y � W

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2011-02039 County: Wake U.S.G.S. Quad: NC-BAYLEAF
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Mason Street LLC Aunt: Soil & Environmental Consultants, PA
Junius Dillard Bob Zarzecki
Address: 9608 Old Leesville Rd Address: 11010 Raven Ridge Road
Raleigh, NC, 27613
Property description:
Raleigh, NC, 27614
Size (acres) 3.10 (Mason Street) and 3.91 (Dillard) Nearest Town Raleigh
Nearest Waterway UT to Sycamore Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.906 Longitude: -78.727
Location description: 9605 Old Leesville Rd and 9701 Leesville Rd
Raleigh, NC 27613
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). 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.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. on your project area have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area 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
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact James Shern at 919-554-4884 x31
/James.F. S hern(a,usace.army.mil.
C. Basis For Determination
Presence of an Ordinary High Water Mark.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
2orps Regulatory Official:
E SSHERN.IAMES.F.1286971730 / ��
SHERNJAMLEST'. r" It2 8 6 I !/
Date: 11/21/11 Expiration Date: 11/21/16

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if vyrf" F- l.r
Dillard Stormwater
0 50 100 200 Feet
t
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WAKE
COUNTY
NORTH CAROLINA
orf
,
74
I
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P
WAKE
COUNTY
NORTH CAROLINA

Alphin Real Estate
Attn: Jack Alphin
400 Oberlin Road, Suite 320
Raleigh, NC 27605
Michael F. Easley,, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins,, Director
Division of Water Quality
September 20, 2007
NBRRO#07-210
Wake County
BASIN:
Neuse River X Tar -Pamlico
(I 5A NCAC 2D .0233) (15A. NCAC 2B .0259)
Complaint
NOV
Buffer Determination X
Incident # a Appeal Call
Project Name: 9601/9605 oldLeesvilleRoad
Location/Directions: located south of Strickland Road between Old Lep_sville Road and Leesville Road
Subject Stream: UT to Sycamore Creek
Date of Determination: 9/19/07
Feature(s)
Not
Subject
Subject
Start @
Stop@
Stream
Form Pts.
Soil Survey
USGS
Topo
A
X - I
Fl n A
J
x
F
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 and is not subject to the
buffer rules. Features, that are checked "Subjecf 'have been located on the property and possess characteristics that
qualify it to be a stream and are subject to the buffer rules. There may be 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 Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a -
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that '"exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60 -day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant AnAhCaroflnt-
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask )Vat111
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Custorner Service
intemet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative AcHon Employer -- 50% Recycled/1 0% Post Consumer Paper

9601/9605 Old Leesville Road
Wake County
9/20/07
Page 2 of 2
for a hearing, send a written petition.wni'A * U
cn conforms to Chapter 150E of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
detern-dnation is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (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
01
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
0e,
Lauren C. Witherspoon
EriVkojitA&iitil"'S'emorSpecial-ist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
Ben Brown, City of Raleigh, P.O. Box 590, Raleigh, NC 27602
PPohCarolina
WAVU11Y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Intemet h2o.enrstate.ncus 1628 Mail Service Center Raleigh, NC 27699-1628' FAX [phone]
An Equal Opportunky/Affirmadve Arlon Employer -- 50% Recyded/I 0% Post Consumer Paper

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PAGE 1 OF 2
PROJECT NO.
L HPD -13000
I.EMVII,I.E ROAD � PLACE "' THE JOHN MnW.
� "LENamIE:HPD13000-E1.DWG Iry ��7�p /�7� � ��•�•
C SCALE: IMPACT AREA ML]r Durham, Meridian
ffio� 27715
1 "=200' RALEIGH, NORM CAROLINA (SM 733-UM-Mceaemsco.com
license No.: GOM
�'
DATE:05-23-16 MCADAMS

�—
/' EXISTING DEVELOPMENTS
*� TOP OF BANK
J 111 i MPIE-RTY—UNE /
I
X,' CULVERT STREAM//IMPACT: 250/LF
i I STRtAM —49G--
I v 14PACT: 20 LF /
I I STREAM TO N ST,6RM DRAINA E I
I I 1 I REMAIN / / FOM OFF_ _p
TO % BYPASS TE (STORMWATE BMP
/)FACILITIES I
I I I III rn i 01\1-31TE STORYv
DRAINAGE /
/DIRECTED TO /� i
STOR WATER BMP
FAQILIITIES
q I DERGROUND
/
1 1 \1 VEULTON� /
5° \ �ROPOSED SITE'
iWI
I�DERG OUNQ
SAN FILTER!!
�$� / VAULT I LO
1 0
idol I I L0
a
TOTAL STREAM IMPACTS = 270 LF
PAGE 2 OF 2 J
X: Pro"eets HPD HPD-13000 Leesville Rd Land Exhibits Im act Exhibit HDP13000—E2.dw , 5 23 2016 5:42:28 AM, Padiak, And
PROJECT NO. HPD-13000 —111
L LEMV= ROAD � PLACE ��
y HPD13000E2.DW TMJOHNRWADAM
a FILENAME: COMPANY, TNC.
SCALE: >,=50' STREAM IMPACT AREA Du<� NiMeridian � 27713
RALEIGH, NORTH CAROLINA ceoo� �:'°M.aom
MCADAMS