HomeMy WebLinkAbout20150017 Ver 1_401 Application_20150115v
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone (919) 846 -5900 • Fax (919) 846 -9467
sandec coin
To US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn JAMES LASTINGER
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From Bob Zarzecki
Soil & Environmental Consultants, P A
Re SHOPPES AT HERITAGE VILLAGE
Wake Forest, Wake County, NC
January 6, 2015
S &EC Project # 12355 W6
N C Division of Water Resources
401 & Buffer Permitting Unit
Attn Karen Higgins
Archdale Building — 91h Floor
512 North Salisbury Street,
Raleigh, NC 27604 2 0
1 5 0 0 1 7
On behalf of the applicant, Columbia Heritage, 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 meat (919) 846 -5900 if you have any questions or require additional
information
PROJECT SUMMARY
Project Name
SHOPPES AT HERITAGE VILLAGE
Project Type
Retail Shopping Center / Commercial
Owner / App Iicant
Franklin Village, LLC / Columbia Heritage, LLC
County
Wake
Nearest Town
Wake Forest
Waterbody Name
Smith Creek
Index Number
27-33-(2)
Class
C, NSW
USGS Cataloging Unit
NEUSE 03020201
iMPACT SUMMARY
Stream Impact (acres)
0
Wetland Impact (acres)
0 35 ac
Open Water impact (acres)
0
Total Impact to Waters of the U S (acres)
035
Total Stream Impact (linear feet)
0
Zone 1 Buffer Impact - "Allowable" (sf) — Road Crossing
3,530 sf
Zone 2 Buffer Impact — "Allowable" (sf) — Road Crossing
3,460 sf
Zone 2 Buffer Impact — "Exempt" (sf) — Fill Slopes / Grading- Revegetation
8,110 sf
Attachments Complete PCN Application & Supplemental Information
DWR Application Fee $240 00
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JAN 0 6 2015
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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
1a
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 Corpse
❑X Yes ❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X 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
❑X Yes ❑ No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes X❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes X❑ No
2
Project Information
2a
Name of project
SHOPPES at HERITAGE VILLAGE
2b
County
Wake
2c
Nearest municipality / town
Wake Forest
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
Franklin Village, LLC
3b
Deed Book and Page No
B8462/P420, B15800/P58, B14960/P1371
3c
Responsible Party (for LLC if
applicable)
Andrew L Ammons
3d
Street address
10405 Ligon Mill Road, Suite #G
3e
City, state, zip
Wake Forest, NC 27587
3f
Telephone no
919 - 562 -1322
3g
Fax no
' fax agent
3h
Email address
aammons @ammonsdg com
Page 1 of 10
PCN Form — Version 1 4 January 2009
4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent X❑ Other, specify developer /contract purchaser
4b
Name
Daniel S O'Neill
4c
Business name
(if applicable)
Columbia Heritage, LLC
4d
Street address
1355 Terrell Mill Road, Budding 1478, Suite 200
4e
City, state, zip
Marietta, GA 30067
4f
Telephone no
678- 460 -3120
4g
Fax no
770 - 953 -4306
4h
Email address
404 -408 -6589
5
Agent/Consultant Information (if applicable)
5a
Name
Bob Zarzecki
5b
Business name
(if applicable)
Soil & Environmental Consultants, PA (S &EC)
5c
Street address
8412 Falls of Neuse Road, Suite 104
5d
City, state, zip
Raleigh, NC 27615
5e
Telephone no
919 - 846 -5900 (office) 919 - 256 -4517 (direct)
5f
Fax no
919 - 846 -9467
5g
Email address
bzarzecki @sandec corn
Page 2 of 10
B
Project Information and Prior Project History
1
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
174959552/1749598301 /1749690660
1 b
Site coordinates (In decimal degrees)
I Latitude 35 9444 Longitude -78 5078
1 c
Property size
1926 acres
2
Surface Waters
2a
Name of nearest body of water to proposed project
Smith Creek (Stream Index No 27- 33 -(2))
2b
Water Quality Classification of nearest receiving water
C, NSW
2c
River basin
Neuse (03020201)
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 site is currently vacant woodland with a drained pond Forestville Road used to traverse the site but was realigned to the east of the property
The pre - existing road bed and some pavement remain on the property Heritage Elementary, Middle & High schools are to the west and south The
remaining adjacent properties include residential and commercial /retail The NPDES stormwater pond is not located on the property
3b
List the total estimated acreage of all existing wetlands on the property 0 5
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 750
3d Explain the purpose of the proposed project
The purpose is to construct a retail shopping center consistent with the current zoning and land use assigned to the property
3e Describe the overall project in detail, Including the type of equipment to be used
Retail shopping center (grocery store, retail shops, restaurants, bank, etc ), parking and access drives Typical heavy equipment will be used
4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known) James Lastinger / Steven Ball & David Gainey
Agency /Consultant Company
Other USACE / S &EC
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
DWQ #07 -0208 (2/5/2007), NBRRO#14 -282 (9/2/2014), Existing Transportation Facility on -site determination with Chem Smith (DWR) on 9/26/2014,
Field verification site meeting with James Lastinger ( USACE) on 7/23/2014
5
Project History
5a
Have permits or certifications been requested or obtained for
this project (Including all prior phases) in the past?
El 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?
❑X Yes ❑ No
6b If yes, explain
A portion of the property (southwest corner) has been set assigned for a potential future apartment complex
No additional impacts to streams, wetlands or buffers are anticipated
Page 3 of 10
PCN Form — Version 1 4 January 2009
C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑X Wetlands ❑ Streams —tributaries ❑X 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 P
Fill
Headwater Wetland (drained pond)
Yes (partial)
Corps
031
W2 P
Fill
Headwater Wetland
Yes
Corps
004
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
035
2h Comments
W1 is a drained pond bottom W2 is a relic wetland channel A bypass pipe has been proposed to bypass existing offsite stormwater entering the
property from Foundation Drive and maintain hydrology to the retained wetland and stream All newly generated stormwater runoff from the project will
be routed to the BMP devices for treatment prior to discharge
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
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h Total stream and tributary impacts
0
31 Comments
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 indivii 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
O2
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
51 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
Buffer
mitigation
required?
6f
Zone 1
Impact
(square
feet )
6g
Zone 2
Impact
(square
feet
131 T
Grading & Re- vegetation
UT to Smith Creek
No
0
2,550
B2 T
Grading & Re- vegetation
UT to Smith Creek
No
0
1,200
B3 T
Grading & Re- vegetation
UT to Smith Creek
No
0
4,000
B4 T
Grading & Re- vegetation
UT to Smith Creek
No
0
300
B5 T
Grading & Re- vegetation
UT to Smith Creek
No
0
60
B6 & 137 = P
Road Crossing
UT to Smith Creek
No
3,530
3,460
6h Total Buffer Impacts
3,530
11,570
61 Comments 131, 62, 63, 134 & 135 are all "exempt' uses as grading and vegetation w/n Zone 2 only 136 & 137 are both associated with the access
drive which Is centered on an existing entrance drive (old Forestville Road)
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
S &EC was hired by the current owner to delineate all wetlands, streams and buffers and obtain agency verifications The site plan was developed to
avoid all stream impacts, and minimize buffer impacts by utilizing an existing entrance drive location Wetland impacts were determined unavoidable
to provide the necessary outlot/outparcels for a viable protect The wetland impacts are primarily to those within a drained pond bottom and relic
wetland channel, away from streams and buffers
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The limits of disturbance will be located in the field with temporary tree protection fencing A land disturbance /erosion control plan will be obtain from
the Town of Wake Forest, along with a post - construction stormwater management plan to include the Crystal Stream devices
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?
❑X Yes ❑ No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ Q Corps
2c If yes, which mitigation option will be used for this
project?
Q Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank Pancho Stream & Wetland Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type Riparian wetland
Type Choose one
Type Choose one
Quantity 0 7
Quantity
Quantity
Attached is a Mitigation Credit Reservation Contirmation Letter from Restoration bystems, LLC Payment made pending approva
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
El Yes XQ 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
0
6g If buffer mitigation Is required, discuss what type of mitigation Is proposed (e g , payment to private mitigation bank,
permlttee responsible riparian buffer restoration, payment Into an approved In -lieu fee fund)
All buffer impacts are either "exempt' or "allowable" The buffer impacts around the entrance drive from Rogers Road are less than
6h Comments 150 feet and 1/3 acre associated with the crossing This was accomplished by means of siting the crossing over the existing
entrance drive, the pipe does not need to be extended and as such new stream impacts are not required, but buffer impacts will be
necessary to obtain the required shoulders
Page 7 of 10
E Stormwater Management and Diffuse Flow Plan (required by DWQ)
1 Diffuse Flow Plan
la Does the project Include or is it adjacent to protected riparian buffers Identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb If yes, then Is a diffuse flow plan Included? If no, explain why
A diffuse flow plan is not included because the only new stormwater discharge pipe has been designed to
Yes No
flow to a dissipater located at the edge of the floodplain The non - erosive flow path from this dissipater
❑ Q
travels across non - jurisdictional floodplain, then jurisdictional wetlands, prior to entering the buffer and
stream
2 Stormwater Management Plan
2a What Is the overall percent Imperviousness of this project?
80
2b Does this project require a Stormwater Management Plan?
Z 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
The conceptual stormwater management plan (SMP) proposed for the protect was presented to DWR in a pre - application meeting held on December
8, 2014 The plan includes the use of two Crystal Stream stormwater treatment devices that discharge to the floodplain well beyond any stream
buffers The Town of Wake Forest, a DWR Certified Local Goverment, has conceptually approved the SMP and will review and approve the final SMP
for the protect A bypass pipe has been proposed to bypass existing offsite stormwater entering the property from Foundation Drive and maintain
hydrology to the retained wetland and stream All newly generated stormwater runoff from the project will be routed to the BMP devices for treatment
prior to discharge
2e Who will be responsible for the review of the Stormwater Management Plans
Town of Wake Forest
3 Certified Local Government Stormwater Review
3a In which local government's jurisdiction is this project?
Town of Wake Forest, NC
❑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)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ❑X No
use of public (federal /state) land?
lb
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
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1c
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 applications
El 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 Q 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 protect involves a retail shopping center consistent with adjacent shopping centers and surrounding uses This is essentially an in -fill project in
that it's completely surrounded by developed properties As such, it is not anticipated to result in any cumulative impacts
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
Town, City DENR that
The
protect will utilize the Town of Wake Forest / City of Raleigh sanitary sewer system The and will ensure 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
❑ Yes ❑X 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 database and GIS data
6 Essential Fish Habitat (Corps Requirement)
6a WIII this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA -EFH Mapper - The protect is located in the piedmont of NC outside of any 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
❑ Yes ❑X 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?
SHPO -HPO website (attached)
8 Flood Zone Designation (Corps Requirement)
8a WIII 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?
NC FLOOD /FEMA website - The Town of Wake Forest does not allow any development in the floodplain
aI Digitally signed by Bob Zarzecki
1 DN cn =Bob Zarzecki, o =S &EC, PA
Bob Zarzecki\ou= Wetlands Department
Sb Zar ec
Bob Zarzecki
Date- 201 5 01 061 2 30 2 5 - 05'00' us
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January 6, 2015
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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Environmental Consultants,
8413 I nU. of NCUSL Road, Suue 104, Raleigh, NC 37615 • Phcmr (919) 846 -59(X
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PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description Shoppes at Heritage Village S &EC Project #12355
Date- December 2014
The Department of the Army
U S Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn James Lastinger Field Office 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 Sod &
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)
Site Address-
City, County, State
174959552/1749598301 /1749690660
0/916/0 Forestville Road
Wake Forest, Wake County NC
PROPERTY OWNER INFORMATION
Name Franklin Village, LLC (Attn Andrew L Ammons)
Address 10405 Ligon Mill Road, Suite #G, Wake Forest, NC 27587
Phone No (919) 562 -1322 Fax No ( ) Mobile No ( )
Email aammonsPammonsdg com
Date
Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Environmental Consultants,
8412 Falls of Neusc Road, Sure 104, R:deo, NC 2761 J • Phone (919) 846 -5900
sandec coin
APPLICANT CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description Shoppes at Heritage Village S &EC Project #12355
Date December 2014
The Department of the Army
U S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn James Lastinger Field Office Raleigh Regulatory Field Office
I, the undersigned, a duly authorized contract purchaser /applicant of the property/properties identified
herein, do authorize representatives of the Wilmington District, U S Army Corps of Engineers (Corps) and
Sod & 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)
Site Address
City, County, State
174959552/1749598301 /1749690660
0/916/0 Forestville Road
Wake Forest, Wake Count
17"-PJIM S o -N c-iL c. 12 - 12 - l q
(lease print)
Property Owner Signature
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
3u &*-' -
Mitigation Credit Reservation Confirmation Letter
Statement of Availability
Pancho Stream & Wetland Mitigation Bank
December 23, 2014
U S Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re: Reservation of Compensatory Riparian Wetland Mitigation Credits
Project: Shoppes at Heritage Village
This document confirms that Columbia Heritage, LLC (Applicant) has reserved for purchase 70 Riparian
Wetland Mitigation Credits from the Pancho Stream & Wetland Mitigation Bank
Restoration Systems (RS) attests to the fact that 70 Riparian Wetland Mitigation Credits are currently
available for immediate transfer from its Official Bank Credit Ledger to Applicant and that as of this date
RS has placed 70 Riparian Wetland Mitigation Credits into "no- sale " - reservation status under the name
of the project referenced on this document (Project)
This credit will remain in reservation status until payment in full is received from the Applicant, resulting
in the issuance of a Transfer of Mitigation Responsibility form by RS acknowledging that the applicant has
fully secured credits from the bank and RS has accepted full responsibility for the mitigation obligation
requiring the credits If RS does not receive payment in full for the Mitigation Credits within thirty (30)
prior to the initiation of Project construction, RS has the right to terminate this Reservation Letter, in
which case RS will have no further obligation to provide mitigation credits to the Applicant
RS will issue the Transfer Certificate within five (5) days of receipt of the Purchase Price RS shall provide
to Applicant the Transfer form debiting credits from the Bank Official Credit Ledger showing the permit
number and the resource type secured by the applicant, and will send an a copy of the Transfer Certificate
with an updated Official Credit Ledger to regulatory agencies showing the proper documentation
If any questions need to be answered, please contact me at 919 - 334 -9123
Thanks,
Tiffam Bylow
Project Manager
Restoration Systems, LL
- �>"' 46Z��7 BADE DR
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---- I
Soil & Environmental Consultants, PA
9412 FO6 -f N[ R-A %ude 104. R.kilot NE. 27613 • Mfi (919) 94& "M • F.� 1919) *46 -9467
1: 5P RROW Df
aG
S�
Project No.
Figure 1 - 1:24K USGS
12355.W1
opographic Quadrang
Project Mgr.:
Heritage Tract N
SIB
Columbia Prop.
Wake County, NC
Scale:
1" = 1000'
Wake Forest Quadrangle
811114
I
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0
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---- I
Soil & Environmental Consultants, PA
9412 FO6 -f N[ R-A %ude 104. R.kilot NE. 27613 • Mfi (919) 94& "M • F.� 1919) *46 -9467
f � •
j,- 305A •�:
,, r
'
n. • w_ ;j
tr•d
prrqsct Ham HarRagaTract H
3° Ca[um a
U12 Fab d?km R" Sake 1 W &Wgk W MIS ^ rune: (919) U&3M- Fa: (919) 2*-M7
Wake County, MC
-
Mmkq COUMY SON amgwav
�0�1994 Ohe@t 195
Shoppes at Heritage Village (WakeGIS)
N
A
J 125 250 500 Feet
1 inch = 250 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for informa hon purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use, or its interpretation.
_ _ a
a /`2
i
` A�
r
,k Existing Stream &
Buffer Crossing /
Old Forestville Rd. r
x Heritage Middle & Sho es
- Elementary Schools pp at
X Heritage Village
Existing NPDES
.., Stormwater
s Pond Off -site
Smith * USGS Pond
Creek Not Present
I i � ` rte; r•a '
USGS Pond /
Now Drained �■,
Foundation Drive & Wetlands --
Qj
I
�Or�stville Road
Af
:7
k Heritage High School k r
Excerpt from 2013 Wake Forest, r
NC USGS Topographic Quad Map •
w/ Aerial Image j 4
I
uw
�•- lt,>u.x Shoppes at U.S. Fish and Wildlife Service \�M e.
Heritage Village
National Wetlands Inventory
Dec 29, 2014
!f-3 Wetlands
CE
Freshwater Emergent
- Freshwater ForestedlShrub
_ Estuarine and Marine Deepwater
- Esluanne and Marine
_ Freshwater Pond
- Lake
- Rivenne
- Other
esn
Site
-1
ic. r
300
This rnap is for general reference only. The US Fish and Wildlife Service is nol
ras ponsible for the accuracy or currentness of the base data shown on this map, All
wetlands related daft should be used in accordance with the layer metadaL found on
the VVetiands Mapper web site.
User Remarks:
S &EC
Shappse M Hat gs Vfflnsgs
M7
Aw
tl 4f'
r
�• _ . -.. _
Site r 'S •A�rv" 1 ,` ,, I ''.�,
Zu
5.. t -, -o , •�A..
:�' �, - �_ ,,� ���i, � ilia e• �.- + � -�'°�� � _ �.
Shoppes at Heritage Village 12/29/2014
Legend
Q Panas Flood Hazard Areas
O POiti -I A—s AE
St r tram Cantari- Floodway (AE)
Cross Sections 0.2 %Chang An— IFbod Hazed
r L.— Future Conditbro 1 %Annual Chance Flood Hazard
North Carolina
Floodplain Mapping Program
Affi IVA
NCDEW
North Carolina Department of Environment and Natural Resources
Pat McCrory John E Skvarla, III
Governor Secretary
September 2, 2014
S &EC
Stephen Ball
8412 Falls of the Neuse Suite 104
Raleigh, NC 27615
Subject: Surface Water Determination
NBRRO# 14 -282
Wake County
Determination Type
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B 0233)
Start@
❑ Tar - Pamlico (15A NCAC 2B 0259)
❑ Ephemeral /Intermittent/Perennial Determination
❑ Jordan (15A NCAC 2B 0267)
❑ Isolated Wetland Determination
Project Name Heritage Tract N
Location/Directions Property is located at the SE corner of Davis and Forestville Rd in Wake
Forest, NC
Subject Stream UT to Sanford Creek
Determination Date: August 8, 2014 Staff. James Graham
Feature/Flag
Not
Subject
E /11P*
Start@
Stop@
Sod
USGS
Subject
To
Survey
Topo
To
Buffers
Buffers
A
X
P
Below the offsite
X
X
SW pond
B
X
P
X
C
X
P
At the breach in the
X
X
and dam
D (Pond)
X
Not present
X
X
*E /I /P - Ephemeral/Intermittent/Perenmal
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 ► checked
N rdiCarolma
s., / /..
o Y"pKIK «y
North Carolina Division of Water Resources 1628 Mad Service Center Raleigh, NC 27699 -1628 Phone (919) 791 -4200
Internet www ncwaterauality ora Location 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788 -7159
An Equal Opportunity /Affirmative Acton Employer - 50% Recycled/10% Post Consumer Paper
Hentage Tract N
Wake County,
September 2, 2014
Page,2 of 2
othdr streams located on your property that do not show up onathe maps referenced abovesbut, 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 =arid /or adjacent owners) is notified of this letter. A request for a determination bythe
Director shall be referred to the Director,m writing c/o Karen Higgms,,DWR`WeBSCaPe Unit; 1650 Maff Service
Center „ Raleigh, NC 27699.
'This determination'is final,and binding unless, as detailed above, you ask fora 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 Resources4Central Office) at (919)- 807 -6300, and the US Army Corp,of Engineers
(Raleigh Regulatory Field Office) at,(919) -554 -4884.
If-you have•questions,regardmgthis determination, please feel free to contact.James,Graham at (919),791 -4256
Re ect ly, '
12 / x
Danny Sm
Raleigh Regional Office
cc RRO /SWP File Copy
NCDWR JRG 08082014
Feature B Perennial
Subject to Buffers
Feature C Perennial
Subject to Buffers
Feature A Perennial
Subject to Buffers
Pc nd Not Present
Nat Subject to Buffers
ti
O�O� W AT F
� r
A
Mr Steven Ball
S &EC, P A
11010 Raven Ridge Road
Raleigh, NC 27614
Michael F Easley, Governor
William G Ross Jr , Secretary
North Carolina Department of Environment and Natural Resources
February 5, 2007
Subject Property. Heritage High School
Wake Forest, Wake County, NC
On -Site Neuse River Basin Buffer Determination
Dear Mr. Ball-
Alan W Klimek, P E Direltor
Division of Water Quality
DWQ Project # 07 -0208
Wake County
Page 1 of 2
Y
L_.
On February 2, 2007, at your request, Ian McMillan of the DWQ conducted an on -site
determination to review a stream feature located on the subject property for applicability to the
Neuse River basin buffer rules The stream feature is labeled as "247' on the attached map
initialed by Ian McMillan on February 2, 2007
The Division of Water Quality (DWQ) has determined that the stream feature labeled as
11247" on the attached map is subject to the4sleuse River basin buffer rules. The owner (or
future owners) should notify the DWQ (and other relevant agencies) of this decision in any
future correspondences concerning this property. This on -site determination shall expire five (5)
years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o Cyndi Karoly, DWQ, 401 Oversight/Express Review Permitting Unit,
,2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604 -2260 Individuals that dispute a
determination by the DWQ or Delegated Local Authority that "exempts" surface water from the
buffer rule may ask for an adjudicatory 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 conduct this notification in order to be
certain that third party appeals are made in a timely manner To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
rn`hCarolina
�Naturally
401 Oversight/Express Review Permitting Unit
1650 Mad Service Center, Raleigh, North Carolina 27699 -1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone (919) 733 -1786 / Fax (919) 733 -6893
Internet http //h2o enr state nc us /ncwetlands
An Equal Opportunity /Affirmative Action Employer-50% Recycled /10% Post Consumer Paper
S &EC, P A
Page 2 of 2
February 5, 2007
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.0 27699 -6714 This
determination is final and binding unless you ask for a hearing within 60 days
Phis letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers Nor does this letter approve any activity within Waters of the United States
or Waters of the State if you have any additional questions or require add tonal information
please call Amy Chapman at (919) 715 -6823
Sincerely,
1
L
(� ',)Cyndi Karoly,
401 Oversight /Express Review Permitting Unit
CBK/i�m
Enclosures Wake County Soil Survey Map
Wake forest USGS Quadrangle, Wake County, NC
cc. Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Filename 070208HeritageHighSchool (Nake)DET
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Project No. Figure 1 - 1:24K USGS
4716MI 'opographic Quadrangle
Project Mgr.: Heritage High School Soil & Environmental Consultants, PA
JP LS3P Associates Ltd 11010 Raven Ridge Rd.• Raleigh, NC27614
(919) 846 -5900 - (919) 846-9467
Scale: Wake County, NC Web Page: wNw•.SandEC.com
1" = 2,000'
11108106 Wake Forest (quadrangle
� rr,• . � �—° �' �''„ � J: * � ', ::.rr, '" s y:. art y� �r3• " =e
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Project No. Figure 2 -NRCS Soil
4716.W1 Survey
Project Mgr.: Heritage High School Soil & Environmental C0115"ltants, PA
JP LS3P Associates Ltd 11010 Raven Ridge Rd.- R� +eigh, PAC 27614
(919) 846 -5900 - (919) 846.9457
Scale: Wake County, NC Web Page: r•.'w*% ;.SandEG.00m
1" = 1,320'
11108/06 Wake County Soil Survey
Possible Upland Break in Channel
Starts Neuse River
Buffer\ \1\ \ \ n
-Per Meeting with NCDWQ
on Feb 2, 2007 237
24 9 � a�n i,:
2;
\�\Ur
\�� I. I
Prglectfsite 5
Applicant/Owner
Investigator(s) _
vii--opc
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
City /County r a K Sampling Date (e A'/ "j
State Sampling Point Z Of &�
Section, Township, Range
Landform (hdlstope, terrace, etc)
Local relief (concave, convex, none)
Slope (%)
Subregion (LRR or MLRA)
Lat 7 . Sa 9y"7�
Long K. 9 g 32 -A
Datum NAB A, _
Soil Map Unit Name
-C Sparsely Vegetated Concave Surface (BB)
NWI classification
_ Hydrogen Sulfide Odor (Cl)
Are climatic / hydrologic conditions
on the site typical for this time of year? Yes
No (If no, explain in Remarks )
_ Moss Trim Lines (1316)
Are Vegetation . Sod
or Hydrology significantly disturbed?
Are "Normal Circumstances" present?
Yes X No
Are Vegetation . Soil
. or Hydrology naturally problematic?
(If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes )� No Is the Sampled Area
Hydnc Sod Present? Yes X No within a Wetland? Yes —.2L No
Wetland Hydrology Present? Yes No
Remarks
HYDROLOGY
Welland Hydrology Indicators-
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one Is required
check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (814)
-C Sparsely Vegetated Concave Surface (BB)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (810)
Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
,4 Crayfish Burrows (CB)
_ Drift Deposits (133)
_ Thin Muck Surface (0)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Positron (132)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (133)
Water - Stained Leaves (139)
_ Microtopographic Relief (134)
_ Aquatic Fauna (613)
_ FAC Neutral Test (135)
Field observations
Surface Water Present? Yes No
X Depth (Inches)
Water Table Present? Yes No
Depth (inches)
Saturation Present? Yes N' No
Depth (inches)
Wetland Hydrology Present? Yes � No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well aerial photos, previous inspections) If available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0
VEGETATION (Five Strata) - Use scientific names of plants.
Tree Stratum (Plot size )
1
2
3
4
5
6
WL OPl
Sampling Point. 5 e
% Cover Species? - Status Number of Dominant Species
That Are OBL, FACW, or FAC (A)
= Total Cover
50% of total cover 20% of total cover
Sapling Stratum (Plot size 1
1 Art; ruhnw�
2
3
4
5
6
= Total Cover
50% of total cover 20% of total cover
Shr%�b Stratum (Plot size t
1 KK fUi ow,
2 56.e gip
3
4
5
6.
= Total Cover
ITotal Number of Dominant �"
Species Across All Strata J (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC d_� (A/B)
Total % Cover of.
Multiply by
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals
(A) (B)
Prevalence Index = B/A -
1 - Rapid Test for Hydrophytrc Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53 0'
_ 4 Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydnc soil and wetland hydrology must
be present, unless disturbed or problematic
10
11
= Total Cover
50% of total cover 20% of total cover
Woody Vine Stratum (Plot size )
1 i0 _ rAC
2
3
4
5
= Total Cover
50% of total cover 20% of total cover
rs here or on a separate sheet.)
Woody vine - All woody vines, regardless of height
Hydrophytrc
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
50% of total cover 20% of total cover
Tree -Woody plants, excluding woody vines,
Herb Stratum (Plot size
)
approximately 20 ft (6 m) or more in height and 3 in
1 i 11116
M an It
(7 6 cm) or larger to diameter at breast height (DBH)
2 [nsio J�wlknkiif
. To y
y""
—
Sapling - Woody plants excluding woody vines,
3 ..1Wi;� A&Qg;
r _ KALAd
approximately 20 ft (6 m) or more in height and less
4
than 3 in (7 6 cm) DBH
5
Shrub - Woody plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height
7
Herb - All herbaceous (non - woody) plants, including
B
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
9
It (1 m) to height
10
11
= Total Cover
50% of total cover 20% of total cover
Woody Vine Stratum (Plot size )
1 i0 _ rAC
2
3
4
5
= Total Cover
50% of total cover 20% of total cover
rs here or on a separate sheet.)
Woody vine - All woody vines, regardless of height
Hydrophytrc
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
SOIL
Wt- DPI
Samphnq Point S 0roa
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
finches) Color (moist)
Color (moist) % - rmLLR7
Texture Remarks
'Type C= Concentration, D =De letion, RM= Reduced Matrix MS= Masked Sand Grains
`Location PL =Pore Lining, M =Matrix
Hydric Sod Indicators
Indicators for Problematic Hydric Soils
_ Histosol (A1)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Htsttc (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplam Sods (F19)
_ Stratified Layers (A5)
Depleted Matrix (173)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (177)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (Si) (LRR N,
_ Iron- Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (S4)
_ Umbric Surface (F73) (MLRA 136, 122)
3Indicators of hydrophybc vegetation and
i Sandy Redox (S5)
_ Piedmont Floodplam Sods (F19) (MLRA 148) wetland hydrology must be present,
— Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic
Type
Depth (inches)
Hydric Sod Present? Yes )� No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
Up- oPa
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site shoppe., al� City /County li)ahe i0 „ri jLjakt Sampling Date /7 r
Applicant/Owner COW 1 ,e �U _ 1 C_ State A) t' . Sampling Point Al fff bQ
Investigator(s) zio Section, Township, Range:
Landform (hillsloW terrace, etc) Local relief (concave, convex none), Slope ( %)
Subregion (LRR or MLRA) Lat �, 5075 D l Long 32 1143902 Datum AlAQ E5 _
Soil Map Unit Name NWI classification
Are climatic I hydrologic conditions on the site typical for this time of year? Yes 5<' No (If no, explain in Remarks )
Are Vegetation . Soil . or Hydrology significantly disturbed? Are "Normal Circumstances” present? Yes X", No
Are Vegetation Soil . or Hydrology naturally problematic? (If needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No X
Wetland Hydrology Present? Yes No _
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired
check all that apply)
_ Surface Soil Cracks (86)
_ Surface Water (All)
_ True Aquatic Plants (814)
_ Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (810)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (CB)
_ Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain In Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
_ Geomorphic Position (132)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
_ Water - Stained Leaves (B9)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
_ FAC•Neutral Test (D5)
Field Observations
/
Surface Water Present? Yes No
Depth (inches)
Water Table Present? Yes No
Saturation Present? Yes No
Depth (Inches)
Z
No,
Depth (inches)
Wetland Hydrology
Present'> Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge monitoring well, aerial photos, previous inspections), if available
Remarks
i
I
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
VEGETATION (Five Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size ) -
1 r (af Ua
2 Q11 itu6 Ai4ra �t� AC
3
4
5
6
= Total Cover
50% of total cover 20% of total cover
Sapling Stratum (Plot size 1
1
2
3
4
5
6
= Total Cover
50% of total cover 20% of total cover
Shrub Stratum (Plot size 1
z L_a VAhAf -�„ ;Flt)a
3.
4
5
6
= Total Cover
up OPI
Sampling Point, F
Dominance Test worksheet
Number of Dominant Species
That Are OBL, FACW, or FAC (A)
Total Number of Dominant
Species Across All Strata (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC Id1) (A/B)
Total % Cover of
Multiply by
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals
(A) (B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data In Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydnc sod and wetland hydrology must
be present unless disturbed or problematic
Definitions of Five Vegetation Strata.
size
Herb Stratum Plot
50% of total cover 20% of total cover
Tree -Woody plants excluding woody vines,
( ) �Q� approximately 20 ft (5 m) or more In height and 3 in
2 M;rg.vt viem �,viruwi rn _ (7 6 cm) or larger in diameter at breast height (DBH)
3
4
5
6
7.
6
9
10
11
50% of total cover
= Total Cover
20% of total cover
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height
Herb - All herbaceous (non - woody) plants, including
herbaceous vines regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height
Woody vine - All woody vines, regardless of height
Woody Vine Stratum (Plot size )
1 Lan;rofa
z —j —
3
4
5
Hydrophytic
= Total Cover Vegetation
50% of total cover 20% of total cover Present?
Remarks (Include photo numbers here or on a separate sheet)
Yes I No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
SOIL
up opa
Sampling Point Idiv
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix
Redox Features
(inches) Color (moist)_% L
Color (moist) _- 6% TygLoci
Texture _ Remarks
Q_Q C
S6 Ll-
'Type C= Concentration, D =De letion, RM= Reduced Matrix, MS-Masked Sand Grams
kocation PL-Pore Lining, M = Matrix
Hydnc Sod Indicators,
Indicators for Problematic Hydric Sods
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147,
148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplam Soils (1`19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain In Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (178)
— Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (1`13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_- Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic
Restrictive Layer (if observed).
Type
Depth (inches)
Hydric Soil Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I• BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B DISTRICT OFFICE, FILE NAME, AND NUMBER
C PROJECT LOCATION AND BACKGROUND INFORMATION Shoppes at Heritage Village
State North Carolina County/parish/borough Wake City Wake Forest
Center coordinates of site (lat /long in degree decimal format) Lat 35 94440 E, Long -078 50780 Ki
Universal Transverse Mercator
Name of nearest waterbody Smith Creek (DWR Stream Index No 27- 33 -(2))
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Neuse River
Name of watershed or Hydrologic Unit Code (HUC) 03020201
® Check if map /diagram of review area and/or potential Jurisdictional areas is /are available upon request
® Check if other sites (e g , offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a different JD
form
D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
Office (Desk) Determination Date
Field Determination Date(s) July 23, 2014 (James Lastmger, USACE Raleigh Regulatory Field Office)
SECTION II SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There re no "navigable waters of the US' within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the review area
[Required]
Q Waters subject to the ebb and flow of the tide
EJ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There P� "waters of the US " within Clean Water Act (CWA) Jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
1 Waters of the U S
a Indicate presence of waters of U S in review area (check all that apply) '
❑ TNWs, including territorial seas
❑ Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
❑ Non -RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
[] Isolated (interstate or intrastate) waters, including isolated wetlands
b Identify (estimate) size of waters of the U S in the review area
Non - wetland waters 7501inear feet 3width (ft) and/or 0 05 acres
Wetlands 0 5 acres
c Limits (boundaries) of jurisdiction based on 987 DehneatioA an
Elevation of established OHWM (if known)
2 Non - regulated waters /wetlands (check if applicable) 3
Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional
Explain
i Boxes checked below shall be supported by completing the appropriate sections in Section III below
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally" (e g ,
typically 3 months)
' Supporting documentation is presented in Section III F
SECTION III CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW, complete Section
III A 1 and Section III D 1 only, if the aquatic resource is a wetland adjacent to a TNW, complete Sections III A 1 and 2 and Section
III D 1 , otherwise, see Section III B below
1 TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent"
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine
whether or not the standards for jurisdiction established under Rapanos have been met
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent waters"
(RPWs), i e tributaries that typically flow year -round or have continuous flow at least seasonally (e g, typically 3 months) A wetland
that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW, but has year -round (perennial) flow, slap to
Section III D 2 if the aquatic resource is a wetland directly abutting a tributary with perennial flow, slap to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and EPA
regions will include in the record any available information that documents the existence of a significant nexus between a relatively
permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant
nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands, the significant nexus evaluation must consider
the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines, for analytical purposes,
the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent
wetlands, or both If the JD covers a tributary with adjacent wetlands, complete Section III B I for the tributary, Section III B 2 for any
onsite wetlands, and Section III B 3 for all wetlands adjacent to that tributary, both onsite and offsite The determination whether a
significant nexus exists is determined in Section III C below
1 Characteristics of non -TNWs that flow directly or indirectly into TNW
(j) General Area Conditions
Watershed size 50 acres
Drainage area 50 acres
Average annual rainfall 45 inches
Average annual snowfall 4 inches
(n) Physical Characteristics
(a) Relationship with TNW
❑ Tributary flows directly into TNW
® Tributary flows through � tributaries before entering TNW
Project waters are -5 aver miles from TNW
Project waters are �,(b less river miles from RPW
Project waters are 2-$. aerial (straight) miles from TNW
Project waters are L(br less) aerial (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNW5 Onsrte RPW to offsjte UT to Smith Creek to Neuse River
Tributary stream order, if known first
(b) General Tributary Characteristics (check all that apply)
Tributary is ® Natural
❑ Artificial (man -made) Explain
❑ Manipulated (man - altered) Explain
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West
s Flow route can be described by identifying, e g, tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW
Tributary properties with respect to top of bank (estimate)
Average width 3 feet
Average depth 0 5 feet
Average side slopes ertical Q,.7 -or less)
Primary tributary substrate composition (check all that apply)
® Silts ® Sands ❑ Concrete
❑ Cobbles ® Gravel ❑ Muck
❑ Bedrock ❑ Vegetation Type /% cover
❑ Other Explain
Tributary condition /stability [e g, highly eroding, sloughing banks] Explain realtrvely stable w/ some eroding banks
Presence of run/riffle/pool complexes Explain present but not strong
Tributary geometry helatrvely straight
Tributary gradient (approximate average slope) 2 -3 %
(c) Flow
Tributary provides for $easo fl
Estimate average number of flow events in review area/year 0 or rater
Describe flow regime receives groundwater flow & flow from stormwater ponds
Other information on duration and volume maintains weak baseflow year round and high flashy storm flows
Surface flow is )Discrete and confined Characteristics
Subsurface flow nknown Explain findings
❑ Dye (or other) test performed
Tributary has (check all that apply)
® Bed and banks
® OHWM6 (check all indicators that apply)
® clear, natural line impressed on the bank
® changes in the character of soil
® shelving
® vegetation matted down, bent, or absent
® leaf litter disturbed or washed away
® sediment deposition
® water staining
❑ other (list)
❑ Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determ
❑ High Tide Line indicated by ❑
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list)
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change to plant community
me lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by
❑ survey to available datum,
❑ physical markings,
❑ vegetation lines /changes to vegetation types
(m) Chemical Characteristics.
Characterize tributary (e g , water color is clear, discolored, oily film, water quality, general watershed characteristics, etc ) Explain
generally clear
Identify specific pollutants, if known none known
'A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g, where the stream temporarily flows underground, or where the
OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e g , flow
over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid
(iv) Biological Characteristics Channel supports (check all that apply)
® Riparian corridor Characteristics (type, average width) >50'
® Wetland fringe Characteristics wetlands at head of stream
® Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally - sensitive species Explain findings
® Aquatic /wildlife diversity Explain findings macrobenthos (e g amphipods, etc )
2 Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size 15 acres
Wetland type Explain headwater forest per NCWAM (successional drained pond)
Wetland quality Explain MEDIUM quality
Project wetlands cross or serve as state boundaries Explain no
(b) General Flow Relationship with Non -TNW
Flow is ntermitt Explain
Surface flow is Discret
Characteristics
Subsurface flow nknown Explain findings
❑ Dye (or other) test performed
(c) Wetland Adjacency Determination with Non -TNW
® Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by berm/barrier Explain
(d) Proximity (Relationship) to TNW
Project wetlands arei river miles from TNW
Project waters are aerial (straight) miles from TNW
Flow is from Wetland to, navigable to ew rs
Estimate approximate location of wetland as within the gqi year or greater, floodplam
(n) Chemical Characteristics
Characterize wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed characteristics,
etc ) Explain clear
Identify specific pollutants, if known none known
(iii) Biological Characteristics Wetland supports (check all that apply)
® Riparian buffer Characteristics (type, average width) > 50'
® Vegetation type /percent cover Explain thick successional mostly/] 00%
® Habitat for
❑ Federally Listed species Explain findings
❑ Fish /spawn areas Explain findings
❑ Other environmentally - sensitive species Explain findings
® Aquatic /wildlife diversity Explain findings
3 Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis 2
Approximately ( 0 5 ) acres in total are being considered in the cumulative analysis
For each wetland, specify the following
Directly abuts9 (Y/N) Size (in acres) Directly abuts9 (YIN) Size (in acres)
Yes 045
Yes 005
Summarize overall biological, chemical and physical functions being performed wtldlfie habitat, pollutant removal, limited
storage
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any
wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW
For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more
than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW Considerations when
evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and
its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands It is not appropriate to determine
significant nexus based solely on any specific threshold of distance (e g between a tributary and its adjacent wetland or between a
tributary and the TNW) Similarly, the fact an adjacent wetland Iles within or outside of a floodplam is not solely determinative of
significant nexus
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in
the Instructional Guidebook. Factors to consider include, for example
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to
reduce the amount of pollutants or flood waters reaching a TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other
species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological
integrity of the TNW9
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented below
1 Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain findings
of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D
2 Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into TNWs
Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands,
then go to Section III D
3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of presence or
absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D
D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT
APPLY)
1 TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area
❑ TNWs linear feet width (ft), Or, acres
❑ Wetlands adjacent to TNWs acres
RPWs that flow directly or indirectly into TNWs
Q Tributaries of TNWs where tributaries typically flow year -round are jurisdictional Provide data and rationale indicating that tributary
is perennial
® Tributaries of TNW where tributaries have continuous flow "seasonally" (e g , typically three months each year) are jurisdictional
Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows seasonally multiple
oberservations
Provide estimates for jurisdictional waters in the review area (check all that apply)
JD Tributary waters 750 linear feet3width (ft)
❑ Other non - wetland waters acres
Identify type(s) of waters
Non -RPWss that flow directly or indirectly into TNWs
❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is
,jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for jurisdictional waters within the review area (check all that apply)
El Tributary waters linear feet width (ft)
[] Other non - wetland waters acres
Identify type(s) of waters
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
Q Wetlands directly abutting an RPW where tributaries typically flow year -round Provide data and rationale
indicating that tributary is perennial in Section IIi D 2, above Provide rationale indicating that wetland is
directly abutting an RPW
® Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is
seasonal in Section III B and rationale in Section 111 D 2, above Provide rationale indicating that wetland is directly abutting an
RPW
Provide acreage estimates for jurisdictional wetlands in the review area 0 5acres
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
[] Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with
similarly situated adjacent wetlands, have a significant nexus with a TNW are junsidictional Data supporting this conclusion is
provided at Section III C
Provide acreage estimates for jurisdictional wetlands in the review area acres
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
p Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with
similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional Data supporting this conclusion is
provided at Section IIi C
Provide estimates for jurisdictional wetlands in the review area acres
Impoundments of jurisdictional waters 9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional
Demonstrate that impoundment was created from "waters of the U S ," or
Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
Demonstrate that water is isolated with a nexus to commerce (see E below)
ISOLATED [INTERSTATE OR INTRA - STATES WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION
OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK
ALL THAT APPLY).10
Q which are or could be used by interstate or foreign travelers for recreational or other purposes
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
❑ which are or could be used for industrial purposes by industries in interstate commerce
❑ Interstate isolated waters Explain
❑ Other factors Explain
Identify water body and summarize rationale supporting determination
Provide estimates for jurisdictional waters in the review area (check all that apply)
Tributary waters linear feet width (fl)
Q_ _ Other non - wetland waters acres
Identify type(s) of waters
�] Wetlands acres
"See Footnote # 3
e To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review
consistent with the process described in the Corps /EPA Memorandum Regarding CWA Act Jurisdiction Following Rnpanos
NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY)
�] If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland
Delineation Manual and/or appropriate Regional Supplements
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR)
Q Waters do not meet the "Significant Nexus" standard, where such a finding is required for Jurisdiction Explain
❑ Other (explain, if not covered above)
Provide acreage estimates for non - jurisdictional waters in the review area, where the sole potential bans of Jurisdiction is the MBR factors (i e ,
presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional Judgment (check all
that apply)
❑ Non - wetland waters (i e , rivers, streams) linear feet width (ft)
❑ Lakes/ponds acres
❑ Other non - wetland waters acres List type of aquatic resource
[] Wetlands acres
Provide acreage estimates for non - jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a
finding is required for Jurisdiction (check all that apply)
0 Non - wetland waters (i e , rivers, streams) linear feet, width (ft)
E] Lakes/ponds acres
Other non - wetland waters acres List type of aquatic resource
Wetlands acres
SECTION IV. DATA SOURCES
A SUPPORTING DATA Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked and
requested, appropriately reference sources below)
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant
® Data sheets prepared/submitted by or on behalf of the applicant/consultant
® Office concurs with data sheets /delineation report
❑ Office does not concur with data sheets /delineation report
�] Data sheets prepared by the Corps
Corps navigable waters' study
E] U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
® U S Geological Survey map(s) Cite scale & quad name Wake Forest 1 24000
USDA Natural Resources Conservation Service Soil Survey Citation Wake County
® National wetlands inventory map(s) Cite name
❑ State/Local wetland inventory map(s)
FEMA/FIRM maps
100 -year Floodplam Elevation is 224(National Geodectic Vertical Datum of 1929)
Photographs ❑ Aerial (Name & Date)
or ❑ Other (Name & Date)
[] Previous determination(s) File no and date of response letter
Applicable /supporting case law
❑ Applicable /supporting scientific literature
❑ Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD
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TOWN OF WAKE FOREST
WAKE COUNTY, NC 27587
FOR:
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COLUMBIA PROPERTIES
1355 TERRELL MILL ROAD
BLDG. 1478, SUITE 200
MARIETTA, GA 30067
PH. (770) 953-4306
2014181 buffer.dwg 01.05.15
IMPACT EXHIBIT
SHEET EX'�