20120047 Ver 1_401 Application_20120112

January 10 2012
Ms Cyndi Karoly
NC DENR DWQ
Wetlands/401 Unit
2321 Crabtree Blvd Ste 250
Raleigh NC 27604
RE University Nissan Project
Boone Watauga County NC
Dear Ms Karoly
2 0 1 2 0 0 4 7
9764 Roamger Road
Sarum Elk NC 28604
Ph 828- 297 -6946
Fax [phone]
e-mail Iohn@env -m com
JAN 1 7 M2
DENR WATER QUAu
kWft STORMWATER BRAWi,n
Transmitted with this letter are 5 copies of the 4041401 permit application for the referenced project and
a check for $570 to cover the permit fee The application is for a NWP 39 and WQC 3821 Proposed
Impacts are 245 linear feet of permanent stream impact and 0 46 acres of wetland Impact The
Applicant is Mr Robert C Welbome of University Nissan The current property owner is Markovich
Properties Inc and I have included an agent authorization form for Mr Welbome to serve as Applicant
ENV Inc has prepared this application and is available to answer any questions you may have If you
need to schedule a site visit please contact me Please include ENV Inc. on the copy list of all
correspondence for this project
If you have any questions regarding these Items please call me at 82 8-297.6946 thank you
Sincerely
John C Vdas
President, ENV Environmental Consulting Services Inc
cc Chris Welbome
Sue Homewood
Mike Trew

Corp Submittal Cover Sheet
Please provide the following info
1 Project Name University Nissan
2 Name of Property Owner /Applicant Chris Welborne
3 Name of Consultant/Agent ENV ECS
*Agent authorization needs to be attached
4 Related/Previous Action ID numbers(s) N/A
5 Site Address 2462 Hwy 421 South Boone, NC 28607
6 Subdivision Name N/A
7 City Boone
8 County Watauga
9 Lat 36 22236 N 81 63532 W
10 Quadrangle Name Boone
11 Waterway UT South Fork New River
12 Watershed New
13 Requested Action
®Nationwide Permit # 39
❑ General Permit#
❑ Jurisdictional Determination Request
❑ Pre Application Request
The following information will be completed by Corps office
y
AID
Prepare File Folder Assign number in ORM Begin Date
Authorization Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose
Site /Waters Name
Keywords

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University Nissan Project
PCN Application
January 2012
Table of Contents
Pre Construction Notification (PCN) Application
PCN List of Figures
1 USGS Topographic Map
2 2005 Color Aerial Map
3 USDA Soils Map
4 Existing Conditions Map
5 Impact Maps (3)
6 Photo Sheets (2)
Appendix 1 — Jurisdictional Determination Forms
• Wetland Data Sheets (2)
• NCDENR Stream Assessment Data Sheets (2)
• USACE Stream Quality Data Sheets (2)
Appendix 2 — Letters of Significance
• Signed Agent Authorization Letter
• NC Ecosystem Enhancement Program (NCEEP) Approval Letter
Appendix 3 — Stormwater Management Plan
• Narrative
• Drawings Sheets 1 7
• Supporting Calculations
• Supplement Form
• Operation and Maintenance Agreement
• Required Item Checklist

1
,1
�J
h r
O Y
2 0 1 2 0 0 4 7
Office Use Only
Corps action ID no
DWQ project no
Form Version 13 Dec 10 2008
Page 1 of 13
PCN Form —Version 1 3 December 10 2008 Version
r
Pre - Construction Notification PC Form
A Applicant Information
RA 71
1
Processing
la
Type(s) of approval sought from the
Corps JE
Section 404 Permit El Section 10 Permit
1 b
Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number
1 c
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffcr Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® 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
El No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
❑ Yes
® No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2
Project Information
2a
Name of project
University Nissan D
nn
2b
County
Watauga
2c
Nearest municipality / town
Boone JAN 1 x 2012
2d
Subdivision name
NA DENR WAT
2e
NCDOT only T I P or state
project no
NA wvc I LANDS AND STORMWATEREANCH
+
3
Owner Information
3a
Name(s) on Recorded Deed
Markovich Properties Inc
3b
Deed Book and Page No
101/581
3c
Responsible Party (for LLC if
applicable)
Greg Markovich
3d
Street address
POB 773284
3e
City state zip
Ocala FL 34477
3f
Telephone no
352 362 3040
3g
Fax no
3h
Email address
Page 1 of 13
PCN Form —Version 1 3 December 10 2008 Version
r

4
Applicant Information (if different from owner) See Authorization letter (attached)
4a
Applicant is
❑ Agent ® Other specify Prospective Buyer
4b
Name
Mr Chris Welborne
4c
Business name
(if applicable)
University Nissan
4d
Street address
2462 US Hwy 421 South
4e
City state zip
Boone NC 28607
4f
Telephone no
828 264 7726
4g
Fax no
4h
Email address
cwellborne @universityrnssan com
5
Agent/Consultant Information (if applicable)
5a
Name
John Vilas
5b
Business name
(if applicable)
ENV ECS Inc
5c
Street address
3764 Rominger Rd
5d
City state zip
Banner Elk NC 28604
5e
Telephone no
828 297 6946
5f
Fax no
828 297 1982
5g
Email address
john @env ecs com
Page 2 of 13
PCN Form — k ersion 1 3 December 10 2008 Version

B
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
2920 39 1766 000
1 b
Site coordinates (in decimal degrees)
Latitude 36 22236N Longitude 81 63532 W
(DD DDDDDD) ( DD DDDDDD)
1c
Property size
3 18 acres Applicant is only purchasing Approx 3 18
acres of existing 12 54 acre tract
2
Surface Waters
2a
Name of nearest body of water (stream river etc ) to
South Fork New River
proposed project
2b
Water Quality Classification of nearest receiving water
C
2c
River basin
New River
Page 3 of 13
PCN Form — Version 1 3 December 10 2008 Version

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 Project site is currently undeveloped but has been contemplated for development since the late
1980's Portions of the site have been graded and virtually all mature vegetation has been removed In
1988, a large amount of fill material was placed on the site bringing the site to it's current elevation
An approximate 13 acre portion of the 3 18 acre project site occupies a relic sediment basin located
within its center This depression currently contains two wetland units (W 1 W 2) and a portion of an
intermittent stream (UT New River), a tributary which onginates along the southern property
boundary, as discharge from a sediment pond at the lower extent of an inactive landfill UT New
River flows for approximately 450 feet before flowing into a riser in the old sediment basin From this
riser, UT New River is piped to the north and under US Hwy 421 (approx 700 feet) and eventually
flows into the South Fork of the New River Several stormwater pipes exist on the site that convey
off site stormwater to the user A paved drive runs around the perimeter of the relic basin and is
approximately 12 feet wide A large portion of the project s to along its northern side has been cleared
of vegetation and graded for future development The project site is located adjacent and downslope of
the inactive Watauga County landfill Two environmental monitoring wells are located on the project
site which allow for testing of a contaminated plume of groundwater from the landfill site These
wells are required as part of the landfill closure plan Portions of the solid waste facility are still active
including a refuse and recycling center The project site is also adjacent to a Nissan dealership which
is located west of an unnamed paved access road to the landfill area This unnamed road forms the
western site boundary US Hwy 421 forms the northern property boundary The eastern and southern
site boundary abuts the inactive portion of the landfill (east) and Landfill Road with active Watauga
County waste collection facilities (south)
3b
List the total estimated acreage of all existing wetlands on the property
0 46 acres
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
The project site contains 245 linear feet There are 450 linear feet on the entire12 54 acre tract
3d
Explain the purpose of the proposed project
The project purpose is to construct a Nissan automobile dealership
3e
Describe the overall project in detail including the type of equipment to be used
The project site is proposed to be developed for the future home of Umversrty Nissan car dealership
As part of site preparations, the relic sediment basin wetlands and 245 linear feet of UT New River
are proposed to be filled or piped in order create a level site Typical equipment will be used as part of
site development trackhoe backhoe bulldozer, and dumptruck
Page 4 of 13
PCN Form — Version 1 3 December 10 2008 Version

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
®Yes El No El Unknown
Comments Wetland flagging and stream determination was
made in 2008 A second field visit was made by USACE on
1262011
4b If the Corps made the jurisdictional determination what type
® Preliminary ❑ Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company ENV ECS Inc
Name (if known) John Vdas /Sean Martin
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
No letter was issued all JD info is attached
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
6 Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes explain
The entire tract is 12 54 acres the current project site is 3 18 acres There are no plans for the remainder of the 12 54
acre parcel but 2 vacant tracts will be created as a result of the sale of the 3 18 acres and the development of the
University Nissan site
Page 5 of 13
PCN Form — Version 1 3 December 10 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ® 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
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ —non 404 other)
(acres)
Temporary T
W1 ®P ❑ T
Fill
Non Riparian
❑ Yes
® Corps
0 34
Cattail Marsh
® No
® DWQ
W2 ®P [:IT
Fill
Riparian
❑ Yes
® Corps
0 12
Herbaceous
® No
® DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
046
2h Comments Wetlands have formed in an old sediment basin W 1 is cattail dominated and has formed over deep sediment
accumulation hydrology is from leaking stormwater pipes and a seep in the southern portion W 2 is a riparian fringe wetland
along the margins of a severely eroded reach of UT New River The wetlands have established on slumps left after the stream
down cut and the vertical banks caved in
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
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non 404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Pipe Fill
UT New River
❑ PER
® INT
® Corps
® DWQ
6
245
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
245
31 Comments UT New River is a severely degraded stream that has a long history of alteration and contamination from the
adjacent landfill and associated operations UT New River begins approximately 150 feet south of the project site as dischar e
Page 6 of 13
PCN Form — Version 1 3 December 10 2008 Version

from an active sediment pond that receives runoff from the capped landfill There is also some ground water discharge feeding
the sediment pond as there is almost always flow in the stream
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 individually 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 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed then 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
Flooded
P1
P2
517 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
Page 7 of 13
PCN Form — Version 1 3 December 10 2008 Version

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?
❑ Neuse ❑ Tar Pamlico ❑ Other
❑ Catawba ❑ Randleman
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 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
63 ❑P ❑T
E] El No Yes
6h Total buffer impacts
61 Comments
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 Nissan dealership is renting its current location from Mack Brown Chevrolet The Nissan Corporation is
requiring the current owner (Applicant) to upgrade the dealership to meet Nissan standards this requirement
was part of the original franchise agreement The Applicant has determined that constructing a new dealership
is the only alternative because the current landlord will not facilitate the necessary site improvements and
there are no other suitable existing dealerships for sale in the Town of Boone The Applicant has searched for
three years, with no success, for a parcel in the Town of Boone that meets the site requirements of 1)
Uproximately 3 acres of flat or potentially flat land 2) road frontage and high visibility along a mayor
transportation corridor, and 3) good access for verge car carriers (trucks with very low ground clearance)
The property on which the Applicant is planning to build the new Nissan dealership is being sub divided into
three lots With the remaining two lots being retained by the owner for possible future development It is not
possible to move the location of the dealership to either of the other lots to avoid the impacts for the following
reasons Of the two remaining lots one is set back from the road has no frontage and poor visibility, both lots
are much too steep for a car dealership in their existing condition Both lots could be graded off to make them
more level but the only practicable place to put the dirt is in the big depression where the old sediment basin is
located and where all current impacts are posed To grade either of the two remaining lots and remove the
excess dirt off site, would not be economically feasible due to the massive quantity of material involved The
current site layout provides the area and access points needed to provide suitable access to and from the
dealership The wetlands and stream which will be impacted are of low ecological value The jurisdictional
features are located within an old sediment basin which is no longer in use The stream has been classified as
intermittent unimportant and is currently piped through much of the site providing little to no habitat for
aquatic organisms The remainder of the channel which is open is down cutting through hrough the material which
was deposited in the old sediment basin The portion of the channel which is located above the old sediment
basin will not be impacted and will be protected through the implementation of a twenty five foot buffer The
proposed stormwater devices will treat the surface runoff from the project msunng that downstream water
quality is not compromised The site on which the applicant is proposing to build is perfectly situated for
commercial business There is an existing intersection adjacent to project site This intersection is already_
controlled by stoplights and will provide access to the dealerslup off of US Highway 421, a mayor
Page 8 of 13
PCN Form — Version 1 3 December 10 2008 Version

thoroughfare through of the town of Boone
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The construction phase of this project will involve excavation, filling and piping of waters of the US
Potential impacts associated with this activity include 1) sedimentation of downstream waters during
construction, 2) sedimentation of downstream waters following construction due to Inadequate
design or construction techniques, 3) degradation of downstream waters from excessive or
untreated stormwater runoff from the proposed development 4) thermal Impacts to downstream
waters, and 5) degradation of downstream waters from landfill related contamination Initial site
grading activities will Include excavation and removal of unsuitable soils and installation of the By
Pass Pipe that will convey off -site stormwater and flows from UT -New River through the site
_A
geotechnical evaluation of on site soils in set to commence In early January 2012 to determine the
extent of unsuitable soils and will test soils for contaminants related to landfill leachate This phase
of construction will require a specific sequence to ensure all elements will be performed In the dry
The following measures, at a minimum will be performed to avoid and minimize impacts during this
phase of construction 1) All flow to existing riser in old sediment pond will be dammed using non
erosive measures, and pumped to DOT pipe under Hwy 421 2) the existing riser structure will be
reconstructed for use as a temporary sediment pond existing accumulated sediment will be
excavated to create required volume 3) Temporary dams will be removed allowing flows to repaired
riser basin 4) Proposed By -Pass Pipe will be installed in the dry, a pump a -round will again be used
to make final connection to UT -New River 5) During excavation and filling of wetlands drainage
from wetland W 1 will be routed through a series of filter dams before enterinq sediment pond to
allow for maximum sediment removal, polyacrylamides will be used to enhance sediment removal
6) All subsurface drainage will be french drained to By Pass Pipe system 7) Once all off -site water
has been captured in the By Pass Pipe system new sediment basins will be constructed in
appropriate locations for planned site grading activities these will be detailed on the Erosion Control
Plan -
A bioretention basin is proposed to treat all stormwater generated on the site The bioretention
basin has been designed as a grassed cell with 2 feet of soil media and an underdrain system
This configuration was selected due to the contaminated nature of the subsoil and groundwater
below this site The goal was to minimize the depth of excavation and to create a system that could
treat and discharge the site runoff without it mingling with the potentially contaminated ground
water
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 ❑ 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
® Payment to in lieu fee program
❑ Permittee Responsible Mitigation
Page 9 of 13
PCN Form — Version 13 December 10 2008 Version

3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
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
245 linear feet
4c If using stream mitigation stream temperature
❑ warm ® cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
012 acres
4f Non riparian wetland mitigation requested
034 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
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
buffer mitigation?
❑ Yes ❑ No
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
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(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 10 of 13
PCN Form — Version 1 3 December 10 2008 Version

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 idertified
❑ Yes ® 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
❑ Yes No
❑
Comments
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
69%
2b
Does this project require a Stormwater Management Plan?
® 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 developed portion of the project site is about 2 5 acres all stormwater runoff from this area will be conveyed to a
bioretention basin with a forebay for primary settling and pretreatment The bioretention basin has been designed as a
grassed cell with 2 feet of sod media and an underdrain system This configuration was selected due to the contaminated
nature of the subsoil and groundwater below this site The goal was to minimize the depth
of excavation and to create a
system that could treat and discharge the site runoff without it mingling with the potentially contaminated ground water
With this shallow design a minimum separation of almost 3 feet between the bottom of the bioretention cell and the
seasonal high ground water level will be maintained More detail is contained in the attached Stormwater Management
Plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Pan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government s jurisdiction is this project?
Town of Boone
❑ Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
4a
Which of the following state implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply)
❑ Session Law 2006 246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5
DWQ 401 Unit Stormwater Review
Page 11 of 13
PCN Form —Version 1 3 December 10 2008 Version

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
F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® 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
❑ 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
letter )
❑ Yes ❑ No
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 ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after the fact permit application?
❑ Yes ® 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 ® 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
Two additional parcels have been created that will likely be developed in the future as a result of this project however
the layout of the two remaining parcels is such that the portion of UT New River left undisturbed lies between the parcels
and will be protected by a buffer Also any future development on the two parcels will have to comply with state
stormwater rules in force at the time of development because they were created as part of a subdivision that involved
impacts to Waters of the US requiring a 401 WQC
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
The project site is served by the Town of Boone for both water and sewer
Page 12 of 13
PCN Form —Version 1 3 December 10 2008 Version

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 ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts
❑ Raleigh
5c If yes Indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitats 5�w 5 1'>f�,t� �,¢f T L eye, e s
LVww -fws yvv /a c- �s�ES�cr��• lam, l
6 Essential Fish Habitat (Corps Requirement)
6a WIII this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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 ® 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'?
Gy�W YJ 17�bnre �- Zkrr act L=ZA-le cv A A 4 kk,
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain?
❑ Yes ® No
8b If yes explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? Town of Boone Flood Maps and GIS data
l <� (,6
4�' �O ®d �-'' �
Applicant/Agents Printed Name
Applicant/Agents Signature
Date
(Agents signature is valid only if an authorization letter from the applicant
is provided)
Page 13 of 13
PCN Form - Version 13 December 10 2008 Version

n io
University Nissan Site
USGS Topographic Map
PCN Application
January 2012
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University Nissan Site
2005 Color Aerial Photo
ISource: Watauga County web -GIS. http: / /www.wataugacounty.org /tax /landrecords.shtmI

Soil Map — Watauga County, North Carolina
(University Nissan )
N 0 25 50 100 1550 Meters
A Feet
0 100 200 400 600
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rs Conservation Service National Cooperative Soil Survey Page 1 of 3

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Soil Map — Watauga County, North Carolina
Map Unit Legend
University Nissan
Watauga County, North Carolina (NC189)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1
CdE Chandler fine sandy loam, 30 to 0.3 3.6%
50 percent slopes
Ud Udorthents, loamy 9.0 95.0%
Ur Urban land 0.1 1.5%
Totals for Area of Interest (AOI) 9.5 100.0%
Natural Resources Web Soil Survey 2.0 9/25/2008
Conservation Service National Cooperative Soil Survey Page 3 of 3

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Lot Retained by Owner for
\ ® Possiable Future Development
`�.
o i1 ,
-P0
/ � r
W -2 —.
I
W -1 l
tion Basin / 0ip
' Bioreten _ /
ton Basin r^_ z�- — /
/J 25'BuMer on
th sides
eam / I
a Sheet 2
Sheet 1 `.
Lot Retained by Owner for
Cangf��Ro Possiable Future Development
DISCLAIMER: \
• Nasemap produced by Municipal Engineering.
• Map not scaled.
• Not intended for construction purposes; only to be used for planning and site overview.
• Stream and Wetland boundaries not professionally surveyed; all boundaries approximated �\
using hand held GPS.
Date: Scale: Drawn By: Sheet #:
Jan. 2012 none ENV Cover
ENV- Environmental Consulting Services, Inc, Map Name:
Wetland Impact Overview Map
ENV -ECS Phone: [phone] Project:
University Nissan
3764 Rominger Rd. Fax: [phone]
Banner Elk, NC 28604 Email: john @env- ecs.co Client: Chris Welborne

• emap produc2�bt
• M of scaled. ��
• Not n ded for cons
am an Wetland t
• us , hand he GPS.
Wetland Impact 1
W -1: 0.34 -ac.
Non - riparian
Basin
Dry pete
to be
ENV - Environmental Consulting Services, In
ENV -ECS Phone: [phone]
3764 Rominger Rd. Fax: [phone]
Banner Elk, NC 28604 Email: john @env- ecs.co
Date: Scale: Drawn By: Sheet #:
Jan. 2012 none EN 1 1 of 2
Map Name: Wetland Impact Map One
Project: University Nissan
Client:
Chris Welborne

1�
11 �I
NOO, Stream Impact 1
245 Linear Feet
Wetland Impact 2
W- 2:0.12 -ac. --�`
Riparian
13jorete nt,o n
DISCLAIMER.
' • Basemap produced by Municipal Engineering.
• Map not scaled.
• Not intended for construction purposes; only to be used forplaming and site overview,
• Stream and Wetland boundaries not professionally surveyvid -a8 boundarjesapproximated
using hand held GPS.-
Date: Scale: Drawn By: Sheet #:
ENV - Environmental Consulting Services, Inc Jan. 2012 none ENV 2 of 2 Map Name:
Wetland Impact Map Two
ENV -ECS Phone: [phone] Project: University Nissan
3764 Rominger Rd. Fax: (828) 297 - 1982.'
Banner Elk, NC 28604 Email: john @env- ecs.com Client: Chris Welborne

University Nissan
Existing Site Conditions
Photo Sheet One
December 04, 2008
Photo One: View of wetland labeled W -1 on
the Delineation Map. The wetland is located
within a relic sediment basin. The stormwater
pipe labeled on the map can also be seen
running through the wetland.
Photo Three: View of the existing riser located
within the relic sediment basin.
Photo Five: View of the unimproved road
which runs along the property boundary.
Photo Two: View of the Stormwater outfall
pipe.
Photo Four: View of the riser and channel
located within the relic sediment basin.
Photo Six: View of the wetland labeled W -2 on
the delineation map and the unnamed
tributary flowing though it.

University Nissan
Existing Site Conditions
Photo Sheet Two
December 04, 2008
Photo Seven: View of the 60'x36" culvert
which flows under the unimproved road.
Photo Nine: View of the stormwater pipe
entering the project area.
Photo Eigh ±: View of the unnamed trib above
the culvert in photo seven. This reach of
channel will be protected by a 25' buffer.
Photo Ten: View of the project site from No
Name Road looking to the northeast.

1
1
1
1
1
1
APPENDIX 1
Jurisdictional Determination Forms
University Nissan Project
January 2012

I 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 1 BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
' B DISTRICT OFFICE FILE NAME AND NUMBER
C PROJECT LOCATION AND BACKGROUND INFORMATION University Nissan
' State North Carolina County/parish/borough Watauga City Boone
Center coordinates of site (lat/long in degree decimal format) Lat 36 22597 ® Long 8163424
Universal Transverse Mercator
Name of nearest waterbody South Fork New River
' Name of nearest Traditional Navigable Water (TN W) into which the aquatic resource flows South Fork New River
Name of watershed or Hydrologic Unit Code (HUC) 05050001
M 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)
SECTION ii SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
' There re n navigable waters of the US within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
❑ Waters subject to the ebb and flow of the tide
' d 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 Are 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) i
�] 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
® 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
d 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 452 linear feet 6 width (fl) and/or 0 06 acres
Wetlands 0 46 acres
' c Limits (boundaries) of jurisdiction based on 987 Delineation Manua
Elevation of established OHWM (if known)
2 Non regulated waters /wetlands (check if applicable) 3
�] Potentially jurisdictional waters and /or wetlands were assessed within the review area and determined to be not jurisdictional
Explain
' 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 TN W and that typically flows year round or has continuous flow at least seasonally
(e g typically 3 months)
3 Supporting documentation is presented in Section 111 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 ] 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 skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow
skip 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 waterbody4 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 1 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
(i) General Area Conditions
Watershed size 6tj
Drainage area 60
Average annual rainfall 50 44 inches
Average annual snowfall 39 6 inches
(u) Physical Characteristics
(a) Relationship with TNW
® Tributary flows directly into TNW
❑ Tributary flows through Pick Lisi tributaries before entering TNW
Project waters are
river miles from TNW
Project waters are
[ick jUs river miles from RPW
Project waters are
aerial (straight) miles from TNW
Project waters are
aerial (straight) mil es from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TN W5 From UT to the South Fork New River which is a TNW
Tributary stream order if known 1 st
Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and
West
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

(b) General Tributary Characteristics (check all that apply)
Tributary is ❑ Natural
❑ Artificial (man made) Explain
® Manipulated (man altered) Explain Majority of trib has been piped
Tributary properties with respect to top of bank (estimate)
Average width 10 feet
Average depth 3 feet
Average side slopes �71
Primary tributary substrate composition (check all that apply)
' ® Silts ® Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation Type /% cover
® Other Explain Channel is cutting through relic material
' Tributary condition /stability [e g highly eroding sloughing banks] Explain
Presence of run/riffle/ ool complexes Explain
Tributary geometry ellative4y strai It
' Tributary gradient (approximate average slope) 3 /
(c) Flow
Tributary provides for easonai flo
Estimate average number of flow events in review area/year
Describe flow regime Intermittent
Other information on duration and volume
' Surface flow is Oiscrite and. confine Characteristics
Subsurface flow nknow 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 ❑ the presence of litter and debris
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
® shelving ❑ the presence of wrack line
® vegetation matted down bent or absent ❑ sediment sorting
' ® leaf litter disturbed or washed away ❑ scour
® sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other (list)
' ❑ Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply)
❑ High Tide Line indicated by ❑ Mean High Water Mark indicated by
' ❑ oil or scum line along shore objects ❑ survey to available datum
❑ fine shell or debris deposits (foreshore) ❑ physical markings
❑ physical markings /characteristics ❑ vegetation Imes /changes in vegetation types
❑ tidal gauges
❑ other (list)
(m) Chemical Characteristics
Characterize tributary (e g water color is clear discolored oily film water quality general watershed characteristics etc )
Explain Water is stained by iron oxidizing bacteria from adjacent wetlands
Identify specific pollutants if known Non active landfill above site with known leachate problems
' 6A 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 condor Characteristics (type average width)
® Wetland fringe Characteristics
® Habitat for
❑ Federally Listed species Explain findings
❑ Fish /spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
® Aquatic /wildlife diversity Explain findings Evidence of fauna in wetland areas no aquatic organisms in stream
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 0 46 acres
Wetland type Explain Rivernne poor fen
Wetland quality Explain Mediocre good hydrology potential soil contamination from landfill
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non TNW
Flow is Intermittent flows Explain
Surface flow is DiscreR
Characteristics
Subsurface flow Wei Explain findings observed during auger test pits between 2 and 2
❑ 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 are (or less river miles from TNW
Project waters are (or lessi aerial (straight) miles from TNW
Flow is from Wetland to navigable water
Estimate approximate location of wetland as within the 406 500 v-e-R floodplam
(u) Chemical Characteristics
Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed
characteristics etc ) Explain
Identify specific pollutants if known Potentially landfill leachate
(m) Biological Characteristics Wetland supports (check all that apply)
' ❑ Riparian buffer Characteristics (type average width)
® Vegetation type /percent cover Explain
® Habitat for
❑ Federally Listed species Explain findings
' ❑ Fish /spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
® Aquatic /wildlife diversity Explain findings Evidence of fauna observed
' 3 Characteristics of all wetlands adjacent to the tributary (if an )
All wetland(s) being considered in the cumulative analysis
Approximately ( 0 46 ) acres in total are being considered in the cumulative analysis

For each wetland specify the following
' Directly abutsv (YIN) Size (in acres) Directly abuts? (YIN) Size (in acres)
N 034
Y 0 12
' Summarize overall biological chemical and physical functions being performed
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 lies 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 foodwebs9
' • 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 111 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
0 TNWs linear feet width (ft) Or acres
Wetlands adjacent to TNWs acres
RPWs that flow directly or indirectly into TNWs
0 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 Well established channel evidence of OHWM contmous bed and bank sediment deposition absence of
vegetation roots and leaflitter in channel

Provide estimates for. jurisdictional waters in the review area (check all that apply)
" Tributary waters 452 linear feet 6 width (ft)
❑ Other non wetland waters acres
Identify type(s) of waters
3 Non RPWs8 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
4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
Wetlands directly abut RPW and thus are, jurisdictional as adjacent wetlands
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 Wetland is within bankfull stage of RPW located on site
❑ 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 III D 2 above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates for, jurisdictional wetlands in the review area 012acres
5 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,jurisidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for, jurisdictional wetlands in the review area 0 34acres
6 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
❑ 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
7 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)
' E 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
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes
' ❑ 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
See Footnote # 3
' v To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
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 Rapanos

t
Identify water body and summarize rationale supporting determination
1
Provide estimates for Junsd,ctional waters in the review area (check all that apply)
' ® Tributary waters 452 linear feet 6 width (ft)
❑ Other non wetland waters acres
Identify type(s) of waters
Wetlands 0 46 acres
F 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)
❑ 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 basis of Jurisdiction is the MBR
factors (i a 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 a 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)
HNon wetland waters (i a rivers streams) linear feet width (ft)
Lakes /ponds acres
Other non wetland waters acres List type of aquatic resource
o 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
❑ 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
❑ USDA Natural Resources Conservation Service Soil Survey Citation
National wetlands inventory map(s) Cite name
State/Local wetland inventory map(s)
FEMA/FIRM maps
100 year Floodplam Elevation is (National Geodectic Vertical Datum of 1929)
® Photographs ® Aerial (Name & Date) 2005 Watauga County
or ® Other (Name & Date) NRCS Web Soil Survey
❑ 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

WETLAND DELINEATION DATA FORM
Project/Site University Nissan
Date
7 1-08
Applicant/Owner Chris Welborne
County
Watauga
Investigators SM
State
North Carolina
Wetland
Hydrology
Soil Map Unit Name Udorthents loamy
Wetland
Hydrology
Field Observations
Community I D Old Basin I Plot I D
WL I
Field Observations
Community I D I Plot I D
HG 1
Secondary Indicators
Do normal circumstances exist on the site9
Primary Indicators
Secondary Indicators
Yes
Do normal circumstances exist on the site9
X
Oxidized Rhizos heres
Yes
Significant disturbance (atypical situation)?
0 12+
A
Yes
Significant disturbance (atypical situation )9
Saturated <12
2 8
No
Is this a potential problem area9
10 YR 5/8
Saturated <12
No
Is this a potential problem area9
Water stained leaves
No
Vegetation
X
Local soil survey data
Vegetation
Water Marks
Dominant Species
Stratum
Indicator
Dominant Species
Stratum
Indicator
1
I Rosa palustris
Sediment Deposits
Shrub
OBL
Robins seudoacacra
Concretions
Tree
UPL
2
T ha late olra
Herb
OBL
Prunus pensylvanica
Other (Remarks)
Tree
FACU
3
Impatiens ca ensrs
Sulfidic Odor
Herb
FACW
Lrriodendron tali fera
A uic Moisture Regime
Tree
FAC
4
Sala sericea
Shrub
OBL
Ca rya cordformrs
X
Tree
FAC
5
Juncus effusus
National H dnc Soils List
Herb
FACW
Rosa multi flora
Other (Remarks)
Shrub
UPL
6
Carex spp
Herb
FACW
I omoea spp
Wetland Determination
Vine
FAC
7
Hydrophytic Vegetation Presents
No
Wetland Hydrology Present?
Yes
Solydago altrssima
No
Herb
FACU+
8
No
Is this Sampling Point Within a Wetland9
Yes
Is this Sampling Point Within a Wetland?
No
Remarks
Remarks
Percent of dominants OBL FACW or FAC
100/
Percent of dominants OBL FACW or FAC
42/
Remarks Located within relic sediment basin
Remarks
Soils
Hydrology
Soil Map Unit Name Udorthents loamy
Soil Map Unit Name Udorthents loam
Hydrology
Field Observations
Depth of Surface Water 0 1 in
Depth to Free Water 0 12 (in)
Depth to Saturated Sod 0 6 (in )
Honzon
Field Observations
Depth of Surface Water 0
Depth to Free Water >12 (in )
Depth to Saturated Soil >12 (in )
Primary Indicators
Secondary Indicators
Horizon
Primary Indicators
Secondary Indicators
Inundated
0 2
X
Oxidized Rhizos heres
I Inundated
0 12+
A
Oxidized Rhizos heres
Saturated <12
2 8
X
Water stained leaves
10 YR 5/8
Saturated <12
Water stained leaves
Water Marks
8+
X
Local soil survey data
Water Marks
Local soil survey data
Sediment Deposits
H dric Sod Indicators
H dnc Sod Indicators
FAC neutral test
Sediment Deposits
Histosol
FAC neutral test
Concretions
Drainage Patterns
Histic E i edon
Other (Remarks)
Drainage Patterns
Organic Content (sand )
Other (Remarks)
Sulfidic Odor
Remarks Old stream channel piped Several seeps into wet area
Organic streaking (sand)
Remarks No hydrology indicators present
Soils
Soils
Soil Map Unit Name Udorthents loamy
Soil Map Unit Name Udorthents loam
Profile Description
Profile Descri ton
Depth
(inches
Honzon
Matrix
Color
Mottle
Colors
Texture
Depth
inches)
Horizon
Matrix
Color
Mottle
Colors
Texture
0 2
Fill
10 YR 6/6
Sandy
0 12+
A
l OYR 6/6
Sand
2 8
Al
10 YR 3/2
10 YR 5/8
Si Cl Lm
8+
A2
10 YR 511
Muck
H dric Sod Indicators
H dnc Sod Indicators
Histosol
Concretions
Histosol
Concretions
Histic E i edon
Organic Content (sand)
Histic E i edon
Organic Content (sand )
Sulfidic Odor
Organic streaking (sand)
Sulfidic Odor
Organic streaking (sandy)
A uic Moisture Regime
X
Local H dric Soils List
A uic Moisture Regime
Local H dric Sods List
Reducing Conditions
X
National H dric Soils List
Reducing Conditions
National H dnc Soils List
Gle ed or Low Chroma
X
Other (Remarks)
Gle ed or Low Chroma
Other (Remarks)
Remarks
Remarks
Wetland Determination
Wetland Determination
Hydrophytic Vegetation Present9
Yes
Hydrophytic Vegetation Presents
No
Wetland Hydrology Present?
Yes
Wetland Hydrology Present9
No
H dric Soils Present9
Yes
H dric Sods Present
No
Is this Sampling Point Within a Wetland9
Yes
Is this Sampling Point Within a Wetland?
No
Remarks
Remarks

WETLAND DELINEATION DATA FORM
Project/Site University Nissan
Date
7 1 08
Applicant/Owner Chris Welborne
County
Watauga
Investigators SM
State
North Carolina
Wetland
Hydrology
Wetland
Hydrology
Field Observations
Community I D Old Basin I Plot I D
WL 2
Field Observations
Community I D Plot I D
HG 2
Secondary Indicators
Do normal circumstances exist on the site9
Primary Indicators
Secondary Indicators
Yes
Do normal circumstances exist on the sde9
X
Oxidized Rhizos heres
Yes
Significant disturbance (atypical situation)?
Texture
Depth
(inches
Yes
Significant disturbance (atypical situation)9
Saturated <12
Texture
No
Is this a potential problem area9
X
Saturated <12
No
Is this a potential problem area?
Water stained leaves
0-4
No
Vegetation
X
Local soil survey data
Vegetation
Water Marks
10 YR 5/2
Dominant Species
Stratum
Indicator
Dominant Species
Stratum
Indicator
1
I Rosa palustris
Sediment Deposits
Shrub
OBL
Robrrrra seudoacacia
Tree
UPL
2
T ha latr olra
B
Herb
OBL
Prunus pensylvanica
Other (Remarks)
Tree
FACU
3
Impatiens ca ensis
Histosol
Herb
FACW
Liriodendron tuli i era
Tree
FAC
4
Sala serrcea
Shrub
OBL
I Ca rya cordrformis
Tree
FAC
5
Juncus effusus
Herb
FACW
Rosa multi flora
Organic streaking (sand)
Shrub
UPL
6
Carex spp
Organic streaking (sandy)
Herb
FACW
/ omoea spp
Local H dric Sods List
Vine
FAC
7
Alnus serrulata
Local H dric Soils List
Shrub
FACW
Sohda o altrssrma
X
Herb
FACU+
81
Reducing Conditions
National H dric Sods List
Salix serrcea
X
Shrub
OBL
Percent of dominants OBL FACW or FAC
100/
Percent of dominants OBL FACW or FAC
501
Remarks Located within relic sediment basin
Remarks
Remarks
Sods
Hydrology
Hydrology
Field Observations
Depth of Surface Water 03 in
Depth to Free Water 0 12+ (in )
Depth to Saturated Sod 06 (in )
Field Observations
Depth of Surface Water 0 (m )
Depth to Free Water >12 (in )
Depth to Saturated Soil >12 (in)
Primary Indicators
Secondary Indicators
Primary Indicators
Secondary Indicators
Inundated
X
Oxidized Rhizos heres
Matrix
Color
I Inundated
Texture
Depth
(inches
Oxidized Rhizos heres
Matrix
Color
Saturated <12
Texture
X
Water stained leaves
X
Saturated <12
Sand
Water stained leaves
0-4
Water Marks
IOYR 3/2
X
Local soil survey data
4 10
Water Marks
10 YR 5/2
10 YR 5/8
Local soil survey data
Silty
Sediment Deposits
4 10
X
FAC neutral test
Sediment Deposits
10+
A2
FAC neutral test
Drainage Patterns
Silty
X
Other (Remarks)
B
Drainage Patterns
Loam
Other (Remarks)
Remarks Perennial stream passes through site Maintains hydro
H dric Sod Indicators
Remarks No hydrology indicators present
Sods
Sods
Sod Map Unit Name Tus uitee Stony Loam
Soil Map Unit Name Tus uitee Stony Loam
Profile Description
Profile Descri hon
Depth
inches
Horizon
Matrix
Color
Mottle
Colors
Texture
Depth
(inches
Honzon
Matrix
Color
Mottle
Colors
Texture
0-4
Fill
10 YR 6/4
Sand
0-4
Al
IOYR 3/2
Loam
4 10
Al
10 YR 5/2
10 YR 5/8
Silty
4 10
A2
7 5YR 3/2
Loam
10+
A2
10 YR 3/1
Silty
10+
B
7 5 YR 5/4
Loam
H dric Sod Indicators
H dric Sod Indicators
Histosol
Concretions
Histosol
Concretions
Histic E i edon
Organic Content (sand)
Histic E i edon
Organic Content (sandy)
Sulfidic Odor
Organic streaking (sand)
Sulfidic Odor
Organic streaking (sandy)
A uic Moisture Regime
X
Local H dric Sods List
A uic Moisture Regime
Local H dric Soils List
Reducing Conditions
X
National H dric Soils List
Reducing Conditions
National H dric Sods List
Gle ed or Low Chroma
X
Other (Remarks)
Gle ed or Low Chroma
Other (Remarks)
Remarks
Remarks
Wetland Determination
Wetland Determination
Hydrophytic Vegetation Present9
Yes
Hydrophytic Vegetation Present?
No
Wetland Hydrology Present9
Yes
Wetland Hydrology Present9
No
H dric Soils Present?
Yes
H dric Soils Pre ent?
No
Is this Sampling Point Within a Wetland9
Yes
Is this Sampling Point Within a Wetland?
No
Remarks
Remarks

North Carolina Division of Water Quality — Stream Identification Form, Version 31
Date —11t I) Project n Latitude
Evaluator SrA Site Longitude
Total Points Other
Stream is at least rntermrlterrt County
I/t Igor rennral If Z 30 75 La e g Quad Name
A Geomorphology Subtotal = i'b
Absent
Weak
Moderate
Strong
1" Continuous bed and barik
0
1
2
3
2 Sinuosity
0
1
2
3
3 In- channel structure nffle -pool sequence
0
1
2
15
4 Soil texture or stream substrate sorting
0
1
1
15
5 Active /relic floodplam
0
Yes =1 5
26 Macrobenthos (note diversity and abundance)
3
6 Depositional bars or benches
0
1
2
3
7 Braided channel
0
1
2
3
8 Recent alluvial deposits
0
1
J=
3
9 a Natural levees
®
1
2
3
10 Headcuts
1
2
3
11 Grade controls
0
05
15
12 Natural valley or drama eway
0
05
15
13 Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
No = 0
Yes = 3
man -mane uncn s are not rawo see oisc ussions in manuai
R Hvdminnv 1G11hfn4a1 = 7 C 1
14 Groundwater flow /discharge
0
1
1
1
3
15 Water in channel and > 48 hrs since rain gr
Water In channel — d or growing season
0
1
2
(D
16 Leaflitter
1
1
OU
0
17 Sediment on plants or debris
0
05
24 Fish
15
18 Organic debris Imes or piles (Wrack lines)
1
05
1
15
19 Hydnc soils (redoximorphic features) present?
o = 0
Yes =1 5
C Bloloov (Subtotal = 7 15 1
20P Fibrous roots in channel
3
1
1
0
0
21° Rooted plants In channel
3
22 Crayfish
0
1
1 5
23 Bivalves
1
2
3
24 Fish
1
1 5
25 Amphibians
0
5
1
15
26 Macrobenthos (note diversity and abundance)
0
5
tax
15
27 Filamentous algae penphyton
0
C.12
2
3
28 Iron madizmg bac tena/fungus
0
1
15
29 Wetland plants in streambed
FAC = 0 5 FACW gM0 OBL =1 5 SAV = 2 0 Other = 0
rrCms cv arm e 1 rvcus on ure presence or upiano prams Item zu rocuses on the presence of aquatic or wetland plants
Notes (use back side of this form for additional notes) Sketch

North Carolina Division of Water Quality — Stream Identification Form, Version 31
Date 71 � Project K►��w Latitude
Evaluator Site Ne Q Longitude
Total Points Other
Stream is at least mfermdtent County �� e g Quad Name
if a 19 or rennlal Ha 30
A Geomorphology Subtotal =
d-
Absent
Weak
Moderate
Strong
18 Continuous bed and bank
0
1
2
16 Leaflitter
2 Sinuosity
0
1
2
3
3 In- channel structure nffle -pool sequence
0
1
2
3
4 Sod texture or stream substrate sorting
0
1
2
3
5 Active/relic floodplain
es = 1
1
2
3
6 Depositional bars or benches
<3m>
1
2
3
7 Braided channel
1
1
2
3
8 Recent alluvial deposits
0
1
2
3
98 Natural levees
1
1
3
10 Headcuts
0
1
3
11 Grade controls
05
1
15
12 Natural valley or drainageway
0
05
1
16
13 Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
No = 0
es = 3
Man -node ditches are not rated see dlscussIons In manual
R Hvdrnlnav (Suhtntal = 5 S 1
14 Groundwater flow /discharge
0
1
2
3
15 Water in channel and > 48 his since rain or
Water in channel - dry or growng season
0
1
2
3
16 Leaflitter
15
1
1
0
17 Sediment on plants or debris
0
1
1
1 5
18 Organic debris Imes or piles (Wrack Imes)
5
1
1 5
19 Hydnc sods (redoximorphic features) present?
No = 0
es = 1
C Bloloov (Subtotal = % T5 )
20 Fibrous roots in channel
3
1
0
21b Rooted plants in channel
3
1
0
22 Crayfish
0 5
1
15
23 Bivalves
1
2
3
24 Fish
05
1
15
25 Amphibians
0
05
1
15
26 Macrobenthos (note diversity and abundance)
0
<3m>
1 1
15
27 Filamentous algae penphyton
1
1 2
3
28 Iron oxidizing bactena/fungus
0
1
azy-
ig-'6 Wetland plants in streambed
FAC = 0 5 F = 0-75 VL =1 5 SAV = 2 0 Other = 0
items zu ana zt locus on the presence of upiana plants item zs focuses on't m prewn -ce of aquatic or wetland plants
Notes (use back side of this form for additional notes )
Sketch

USACE AID#
DWQ #,
Site #
- (indicate on attached map) '
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment
1 Applicants name Un vend.;- N,�•�•
3 Date of evaluation _ f ng
5 Name of stream t r -rwyh
7 Approximate drainage area
9 Length of reach evaluated
11 Site coordinates (if known) prefer in decimal degrees
Latitude (ex 34 872312)
2 Evaluator s name
4 Time of evaluation
6 River basin New
& Stream order I-'
10 County %6io„oa
%J
12 Subdivision name (if any)
1- 01181tude (ex -77 556611)
Method location determined (circle) GPS Topo Sheet Ortho (Aenal) Photo /GIS Other GIS Other
13 Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
14 Proposed channel work (if any)
15 Recent weather conditions
16 Site conditions at time of visit
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 pomv YES Of yes estimate the water surface area
19 Does channel appear on USGS quad map9 Q NO 20 Does channel appear on USDA Soil Survey9 YES (&b
21 Estimated watershed land use _% Residential _% Commercial 2 % Industrial _% Agricultural
Forested �—b-% Cleared / Logged _% Other
22 Bankfull width � 23 Bank height (from bed to top of bank)
24 Channel slope down center of stream Flat (0 to 2 %) ✓ Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (>10%.)
25 Channel sinuosity Straight -/ Occasional bends _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 to 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) 3;L Comments
Gh—_.� e� 7 - --
Evaluator's Signature ,r- 6ur„ Date_71ft 6,
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Arm Corps rps of Engineers to make a preliminary assessment of stream
quality The total score resulting from the completion of this form is subject to USACE ilgproval and does not amply a
particular mitigation ratio or requirement. Form subject to change - version 06/03 To Comment, please call 919 876 8441 x 26
'� W M

STREAM QUALITY ASSESSMENT WORKSHEET
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2

APPENDIX 2
Letters of Significance
University Nissan Project
January 2012

01 04 2912 0t 95 BILL ELLI6 AUTO 3369733154
Pt*d lVid ay Niman
Date 1"I
Pn)►etty Untvernity NwM protest Site
PAreel IfY A=101 LOWLY # 29,VL.39 1
Damage 10=1
Stttxt Addteas 193 fAndo Rcwd_ lknnr. N
Vwwr i"WWRM2 C[ODerIICY. Im.
Addtratt; POB 113284.Ocala FL S 77
Phone [phone]
The attderetg" tt8►sbercd pm►perty owners of the above noted property do lie
authmn Mt Robert C Welbom of Unlvamity Ntsran it) an on my behalf and
actions INKMIary for the Proeemsmg, issuance and acceptance of ibis permit or
cat Urmshon and any and all standard and s vdal condttiops tutaM4
! hca.by MUfY the above taform Mon submittal in this application is true and a
t bbejg� Fil e
Authtmtcd Str' Mure
e £
Printed Name
- I -�6 X011.
Date
FPfiE1
all
to

Mr Chris Wellcome
' University Nissan
2467 Hwy 4215
Boone, NC 23607
Ln I
skm
menf
raw"M
October 23 2008
Expiration of Acceptance• July 23, 2009
Project University Nissan County Watauga
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced p %lecL Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved You cot 4M oamgly with flM Mft AM federal or 10Sd
This acceptance is valid for nine months from the date of this letter and is not transferable If we have not received a copy of the
Issued 404 Permit1401 Certiiication/CAMA permit within this time frame, this acceptance will expire. It is the applicant s
responsibility to send copies of the permits to NCEEP Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized word. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www nceep net.
Based on the mforrnation supplied by you the impacts that may require compensatory mitigation are summarized in the following
"I.&-
�v v
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq FL)
Buffer II
(Sq Ft)
Cold
Cool
Warm
R► arian Non-Ri anan
Coastal Marsh
Impact
New
05050001
0
0
0
046 0
0
0
0
Credits
New
05050001
0
0
0
092 0
0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation If the regulatory agencies require
mitigation credits greater than indicated above and the applicant wants NCEEP to be responsible for the additional midgatron, the
applicant will need to submit a mmgation request to NCEEP for approval prior to permit issuance The mitigation will be performed
in accordance with the Memorandum of Understanding between the N C Department of Environment and Natural Resources and the
U S Army Corps of Engineers dated November 4 1998
If you have any questions or need additional information, please contact Valerie Mitchener at [phone] or Kelly Williams at
[phone]
cc Cynd► Karoly NCDWQ Wetlands/401 Unit
Amanda Jones USAGE- Asheville
Sue Homewood. NCDWQ Winston -Salem
Chris Welhome, agent
File
Sm ly
Will Gilmore PE
Director
9M
012
INorth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center Raleigh NC 27699-18621919-716-0478 / www noeep net

APPENDIX 3
Stormwater Management Plan
University Nissan Projec
January 2012

� ENV
Environmental Consulting Services Inc.
University Nissan Site
Stormwater Management Plan
January 9 2012
Regulatory Requirements
The University Nissan Site project will involve grading and filling of portions of an
approximate 318 acre site located adjacent to US Hwy 421 and Landfill Road dust
east of Boone NC The project will involve impacts to jurisdictional stream and
wetland areas and will require both Clean Water Act Section 404 and 401 permits
As a condition of the 401 Water Quality Certification (#3821) required from the NC
DWQ a Stormwater Management Plan (SMP) is required for the project site An
evaluation of the proposed site plan indicates that the site will be defined as High
Density and a SMP must be prepared that includes BMP's designed in accordance
with the NC DWQ BMP Manual to provide at least 85% removal of TSS 30% total
phosphorous 30% total nitrogen and minimize thermal pollution in receiving waters
SWM Plan Outline
The project site is located at 193 Landfill Road Boone NC access is from both Hwy
421 and Landfill Road The site slopes down from Hwy 421 in the north to a low area
in the center and slopes back up towards the Watauga County Landfill to the south
The low area in the center of the site contains an old sediment basin and all the
jurisdictional streams and wetlands to be impacted All of the proposed impervious
surfaces would be located in the northern 3/4 of the site and will drain to the
stormwater management measures in the southern portion of the site Based on the
proposed site conditions the most suitable BMP that will meet regulatory
requirements has been determined to be a bioretention basin
The proposed SWM plan involves directing all site runoff to a single bioretention cell
Runoff in excess of the calculated water quality volume will overflow a weir into a
detention basin All off -site drainage will by -pass the site and will not mingle with any
untreated stormwater from the site See Plans and Supporting Calculations for
Bioretention
Bioretention Cells
The proposed bioretention cell has been designed to receive site runoff at a single
location via a pipe discharge in to an approximate 1000 sq ft forebay Due to the
shallow high water table and the presence of contaminated ground water the
bioretention cell has been designed to be as shallow as practicable and still meet
regulatory requirements The bioretention cell will be planted grass only over 2 -feet of
sod media Sod media specifications are listed in the following section The

1
0
n
1
1
1
n
1/9/2012
bioretention cell will discharge through an underdrain system that will discharge
directly to the by -pass pipe carrying off -site drainage to the DOT right -of way
Sod Media
The sod media for the bioretention cells will be obtained from a local supplier and
shall meet the following specifications (adapted from Charlotte Mecklenburg
Stormwater BMP Manual)
Bioretention Sod Mixture
Bioretention soil mix should be developed by amending the existing soil or removing the existing soil
and replacing it with the new planting mix The material must be uniform in composition throughout be
free of stones lumps live plants and their roots weed seeds sticks and other extraneous material
The bioretention sod mixture must meet the followina criteria
PARAMETER
ACCEPTABLE
TESTING
TEST METHODS
VALUES
REQUIRED'
Sand Content
(ASTM C 144
85 to 88%
No
recommended
Organic Material
TMECC 05 07 A
(compost peat moss)
3 to 5%
No
Fines
8 to 12%
No
Phosphorus Index
Mehlich 3 Extraction
(total Phosphorus)
Mehlich 2 Extraction
10 to 30
Yes
(Mehlich 1 Extraction is
(12 to 36 ppm
acceptable but result must
on a dry basis)
be multiplied by 1 7 for
comparison)
H
4 5 to 7 0
No
TMECC 04 11 A
Permeability
1 to 4 in /hr
No
ASTM D2434
com acted to 20%
Particle Size Analysis
Acceptable %
ASTM D422
Passing by
Yes
Weight
Lower Upper
Sieve 2 inch 50 mm
100 100
Sieve No 4 4 75 mm
98 100
Sieve No 8 2 36 mm
95 100
Sieve No 10 2 0 mm
86 100
Sieve No 16 1 18 mm
70 100
Sieve No 30 600 um
40 75
Sieve No 50 300 um
10 35
Sieve No 100 150 um
2 15
Sieve No 200 75 um
0 10
' * Even though testing is not required for all parameters the inspector reserves the right
to test suspect material and disapprove It for use if results show that parameters do not
meet the acceptable values
1 University Nissan 2 of 4 SWM Narrative

1/9/2012
All bioretention areas must have a minimum of one test for soil mixture composition A
composite soil test is required to be performed on the soil planting media after it has
been mixed and prior to its installation into the bioretention area to determine that the soil
constituents meet the acceptable values in the table
Drainage Easement
A preliminary drainage easement is shown in the Stormwater Management Plans
the final easement boundary cannot be surveyed and recorded until after the site is
filled The easement will cover the entire site and a small area off -site connecting the
northern driveway entrance to the DOT right of -way along Hwy 421 The drainage
easement will be recorded and submitted to DWQ prior to commencement of
budding construction
Maintenance
Maintenance watering will be performed immediately after initial construction and
installation of plant material for a period of 6 -weeks more or less Thereafter
regular inspections maintenance will be performed in accordance with the O &M
agreement
Construction Sequence
The following items will be incorporated into the site Sediment and Erosion Control
Plan and communicated to the owner and contractor at preconstruction
1 Bioretention cell location may be used as temporary sediment basins during
initial site grading
2 Construction of the bioretention cell shall not commence until all contributing
drainage area is permanently stabilized and any sediment accumulated in
excavated cell trenches has been removed Cell trenches should be
surrounded by straw bales or similar during cell construction to prevent any
sediment entering Pretreatment areas shall be stabilized prior to installing
underdrain system
3 Sod media mix must be tested and determined to be in accordance with
specifications by engineer prior to commencement of cell construction
4 Excavate bioretention cell and line with non -woven filter cloth install washed
gravel and underdrain system
5 Cover underdrain system with non -woven filter cloth Cut holes for clean out
pipes and seal filter cloth around vertical pipes
6 No equipment shall be permitted over cells after underdrain system is
installed
7 Install washed sand layer
8 Install sod media wet down sod media prior to planting to allow for compaction
and settlement allow soil media to overlap pretreatment area Bring
pretreatment area to final grade and install final sod and gravel filters Use
University Nissan 3 of 4 SWM Narrative

1/9/2012
' r
st aw bales to prevent any sediment from contaminating soil media over cell
Rake and install sod around perimeter of cell from top of slope to top of
perimeter berm
9 Inspect and replace any contaminated sod media add or remove soil medial
' to bring to proper grade Install sod in bioretention floor to final grade
10 Water sod until fully established sod may need spot fertilization to ensure
survival
1 University Nissan 4 of 4 SWM Narrative

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Not to Scale]
University Nissan
Clean-Out Pipe Detail
Stormwater Management Plan
34" above grade
Watertight Cap
on Terminal
End of Pipe
Sheet 7 of 7
6" PVC Screw Cap on Grade
6' PVC Non-perforated Standpipe
Use 450 WYE and fitting
'tt
or equivalent directional
0 co
cleanout to connect
cl 0 t connect
r to standpipe
1p
underduraitn to standpipel
IFSFlow
- - - - - - - - - - - - - --- -
----- - - - - -- - - - - - ---- -
-
------------------
- - - - - - - - - - - - - - - - - -
------------------
--
Compacted Fill r-7-7-7-7-7—'
— — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — -
— — — — — — — — — — — — — — — — — — -
ENV - Environmental Consulting Services In
ENV ECS Phone (828) 297 E
3764 Rominger Rd Fax [phone]
Banner Elk NC 28604 Email john@env-ecs
6" Perforated
SCHID 40 PVC
Underdrain

1/9/2012
SUPPORTING CALCULATIONS
for BIORETENTION
Project
University Nissan
Date
772012
Peak Flow Calculation
Developed Portion of Pro ect Site
Area Draining Directly and including Bioretention Cell
DA 1 2 46
developed area
DA 2 1 0 46
BR basin area and side slopes
Peak Flow Q =CIA
ITc = 5 min
Peak Flow Q =CIA
Tc = 5 min
C =
0 8
1 building/parking w/landscaping
C
0 4
Bason area and side slopes
110 =
7 5
in/hr
I
1-
7 5
in/hr
1 25=
8 59
in /hr
125-
8 59
in/hr
A =
2 46
acres
A =
0 46
acres
Q 10=
14 76
cfs
IQ 10=
1 38
cfs
Q 25
16 905
cfs
Q 25
1 581
cfs
Totals
Q 10 = 161 cfs
Q 25 = 18 5 cfs
Pollutant Removal Cal es Btoret
ntion
use sim le method
Site
DAs ft
DA ac
IA ft
IA ac
1/0
RV
WO vol cu f
Cell
total
1 1090591
250
9834400
226
090
086
7830 21
BR 1
Cell Sizino
Calculations
site
WO vol
WQ vol
Area
Area
Max De
Elevator
Elevation
required
provided
top pool
floor
pool
floor
cu ft
cu ft
sq ft
sq ft
-top
ft
BR 1
7830
79452
10758
9105
08
31582
3157 4
D wdown
Calculations
use Darcy s Law Q K A H/L
where K =2 in /hr, A =area of cell floor, assume
H /L =1
TP= onded vol drain time (ponding depth 9 6 in must be < 12 hours
TS-media vol drain time (top 24 in TP+ TS must be < 48 hours
Assume media porosity=O 3 li ht compaction), media
depth - 2 feet
Site
V pond
A
IQ
TP hr
V media
TS hr
T total hr
BR 1
7945
91051
042
5251
5463
361
8 8710K
1 Un ers ty N ssan Page 1 bioretent on calcs

1/9/2012
Underdram Calculations
Perforation Capacity
must be > media Q = 42 cfs
use 4 runs 6 Schedule 40 perforated pipe, n= 013
Perforations 3/8 d,a Holes spaced 3 on center alon a 4 Ion Itud,nal rows 90-degree
apart
4 lines of Pipe with total length 688 feet
688 4 rows/ft 4 holes/row = 11 008 holes
Assume 1/2 dogged = 5504 holes
Capacity of one hole - 0078 cfs
5504 holes 0078 cfs/hole - 42 9 cfs OK
PiDe CaDacitv
must be > media Q = 42 cfs
use mann,n s e
pipe D
JA ft
R
S ft/ft
wp
n
Q cfs
6
0196
012484
0 005
157
0 013
039378
4 rows
Q4=
1 57511
cfs > 42 OK
manifold pfQe ci
tv
use 8 PVC
pipe D
JA ft
R
S ft/ft
w
n
Q cfs
8
0 348
016651
0 005
209
0 013
0 84796
> 42 OK
Overflow Calculations
Determine max depth over b,oretent,on cell during 10 r and 25 r storm event
Q 10 = 16 1 cfs and Q 25 - 18 6 cfs
Assume 10 foot wide concretespillway between BR cell and dry detention basin
use Weir E H = Q/ CW"L 667
use Cw=2 8 and L =10
use 25
r desi n storm
talc
proposed
Max depth
des, n
Q
Head ft
weir L ft
in BR cell ft
proposed structure
Q 10
161
069
10 00
1 49
Concretespillway 10 wide
OK
Q 25
18 5
0 76
10 00
1 56
Concretespillway 10 wide
OK
1 Uni ersity N scan Page 2 bioretent on calcs

ATA. >
�
WDENR
' STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
' This form must be filled out printed and submitted
The Required Items Checklist (Part ill) must be printed filled out and submitted along wdth all of the required information
'1 PROJECT INFORMATION
Project name
University Nissan
Contact name
Chris Welbome
number
828- 2647726
'Phone
Date
January 9 2012
Drainage area number
1
' IL DESIGN INFORMATION
Site Characteristics
Drainage area
109 059 fe
'Impervious area
98 344 fe
Percent Impervious
902% %
Design rainfall depth
10 Inch
tPeak Flow Calculations
Is pre /post control of the 1 yr 24-hr peak flow required?
n (Y or N)
1 yr 24-hr runoff depth
In
'1 yr 24-hr intensity
in/hr
Pre-development 1 yr 24 hr peak flow
ft'/sec
Post - development 1 yr 24-hr peak flow
felsec
'Pre/Post 1-yr 24-hr peak control
fe/sec
Storage Volume Non-SA Waters
Minimum volume required
7 830 2 if
provided
7 945 2 ft3
OK
'Volume
Storage Volume SA Waters
15 runoff volume
tt3
- development 1 yr 24-hr runoff
ft3
'Pre
Post - development f yr 24-hr runoff
ti3
Minimum volume required
0 ft3
Volume provided
1,13
' Cell Dimensions
Ponding depth of water
9 6 inches
OK
Ponding depth of water
0 80 ft
t Surface area of the top of the bioretenhon cell
9 950 0 ftz
OK
Length
200 ft
OK
Width
50 It
OK
t-or Radius
it
Form SW401 Bioreterev 8
June 25 2010 Parts I and 11
Design Summary Page 1 of 3

Media and Soil Summary
'Drawdown time ponded volume
Drawdown time to 24 inches below surface
Drawdown time total
' rn-sdu soil
Sod permeability
Planting media so#
Sod permeability
Sod composition
% Sand (by volume)
' % Fines (by volume)
% Organic (by volume)
Phosphorus Index (P Index) of media
' Basin Elevations
Temporary pool elevation
Type of bloretention cell (answer "Y° to only one of the two
' following questions)
Is this a grassed cell?
Is this a cell with treestshrubs?
'Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media sod
'Planting media depth
Depth of washed sand below planting media sod
Are underdrams being installed?
Pdmd Number
5 25 hr OK go be p7Wed by DWQ)
3 61 hr OK
886 hr
0 50 in/hr Insufficient Increase infiltration rate or include underdrams
1,S
2 00 in/hr OK
86% OK
10% OK
4% OK
Total 100%
How many clean out pipes are being installed?
What factor of safety is used for sling the underdrams? (See
'BMP Manual Section 12 3 6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrams
'Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Form SVV401 Bwreterihon -Rev e
June 25 2010
25 (undiess) OK
3158 20 fmsl
y (Y or N) OK
n (Y or N)
3157 4 fmsl
0 inches Insufficient mule depth unless installing grassed cell
3155 25 fmsl yf S
215ft
0 333 ft
y (Y or N)
10 OK
3 OK
1ft
3153 917 fmsl
3150 fmsl
3 917 ft OK
Parts I and 11 Design Summary Page 2 of 3

Internal Water Storage Zone (MS)
Does the design include IWS
n
(Y or N)
Elevation of the top of the upturned elbow
fmsl
Separation of WS, and Surface
3157 4 ft
Planting Plan
Number of tree species
0
Number of shrub species
0
Number of herbaceous groundcover species
2
Additional Information
Does volume in excess of the design volume bypass the
y
(Y or N)
bioretentlon cell?
Does volume in excess of the design volume flow evenly
n
(Y or N)
distributed through a vegetated filter?
What is the length of the vegetated filter?
ft
Does the design use a level spreader to evenly distribute flow?
n
(Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if
y
(Y or N)
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
y (Y or N)
Are the vegetated side slopes equal to or less than 31?
y (Y or N)
Is the BMP located in a proposed drainage easement with access
y
(Y or N)
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
fUsec
Is the area surrounding the cell likely to undergo development in
n
(Y or N)
the future?
Are the slopes draining to the bioretention cell greater than 200/6?
n
(Y or N)
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an X' in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
Form SW401 Boretention -Rev a
June 25, 2010
y (Y or N)
X
Permit Number
(to be prowled byDWQ)
Recommend more species Les � j Se j
OK
Excess volume must pass through filter — E,taes s 1,06—C
cf+FecA4y � Dry �� [�-s
Show how flow is evenly distributed — OAAA,�'
iP DoT Z�w
OK
OK
OK
OK
OK
OK
OK
OK
Parts 1 and 11 Design Summary Page 3 of 3

Permit Number
(to be provided by DWQ)
Drainage Area Number
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
' corrected repaired or replaced immediately These deficiencies can affect the integrity
of structures safety of the public and the removal efficiency of the BMP
Important operahon and maintenance procedures
- Immediately after the bioretention cell is established the plants will be watered
twice weekly if needed until the plants become ectabh.shed (commonly six
weeks)
- Snow mulch or any other material will NEVER be piled on the surface of the
bioretention cell
- Heavy equipment will NEVER be driven over the bioretention cell
- Special care will be taken to prevent sediment from entering the bioretention cell
- Once a year a soil test of the soil media will be conducted
After the bioretention cell is established I will inspect it once a month and within 24
hours after every storm event greater than 10 inches (or 15 inches if in a Coastal
County) Records of operation and maintenance will be kept in a known set location
and will be available upon request
Inspection activities shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element*
Potential problems
How I will remediate the problem
The entire BMP
Trash/ debris is present
Remove the trash /debris
The perimeter of the
Areas of bare soil and /or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed
remove the gully and then plant a
ground cover and water until it is
established Provide hme and a
one -tune fertilizer application
The mlet device pipe
stone verge or swale
The pipe is clogged (if
applicable)
Unclog the pipe Dispose of the
sedunent off site
The pipe is cracked or
Replace the pipe
otherwise damaged (if
applicable)
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable)
smooth it over and provide erosion
control devices such as reinforced
turf matting or nprap to avoid
future roblems with erosion
Stone verge is clogged or
Remove sedunent and clogged
covered in sediment (if
stone and replace with clean stone
applicable)
Form S W401 Bioretention O&M Rev 3 Page 1 of 4

BMW element-
Potential problems
How I will remediate the problem
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and /or
flow to the pretreatment area
gullies have formed
Restabzhze the area after grading
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem of
inches
possible Remove the sediment and
restabilnze the pretreatment area
Erosion has occurred
Provide additional erosion
protection such as reinforced turf
matting or rnprap if needed to
prevent future erosion problems
Weeds are present
Remove the weeds preferably by
hand
The bioretention cell
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices
to maintain optimal plant
health
Plants are dead diseased or
Determine the source of the
dying
problem soils hydrology disease
etc Remedy the problem and
replace plants Provide a one -tune
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary
Tree stakes /wires are present
Remove tree stake/ wires (which
six months after planting
-an kill the tree if not removed
The bioretenthon cell
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away
void areas Replace whole mulch
layer if necessary Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches
Soils and/or mulch are
Determine the extent of the cloggmg
clogged with sediment.
remove and replace either lust the
top layers or the entire media as
needed Dispose of the sport in an
appropriate off -site location Use
triple shredded ha-d wood mulch at
a maximum depth of three inches
Search for the source of the
sediment and remedy the problem if
possible
An annual soul test shows that
Dolomitic hme shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed
the soil media
disposed of properly and replaced
with new planting media
IForm SW401 Bnoretentnon O &M Rev 3 Page 2 of 4

BMP element-
Potential problems
How I will remediate the problem
The underdramn system
Clogging has occurred
Wash out the underdram system
if applicable)
The drop inlet
Cloggmg has occurred
Clean out the drop inlet Dispose of
the sediment off site
The drop inlet is damaged
Repair or replace ffie drop inlet
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919 -
outlet.
733 -1786
IForm SW401 Bioretention O&M Rev 3 Page 3 of 4

' Permit Number
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party
' Project name
BMP drainage area number
Print name'
Title t.,T. __'
Address
Phone
Signature r!!���I�fi5
Date _yi ,
I Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
I, a Notary Public for the State of
A6r�h OanYt m County of UAbum, do hereby certify that
me. personally appeared before me this �'��
day of c�04 a�,� , and acknowledge the due execution of the
forgoing bit��lon maintenance requirements Witness my hand and official seal
• V �o � (Cqkox A$ r?
4 PA
' SEAL
My commission expires
Form SW401 Bioretention I &M Rev 2 Page 4 of 4

Permit No
(to be assigned by DWQ)
III REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package will
result in a request for additional information This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements
have been met If the applicant has designated an agent the agent may initial below If a
requirement
has not been met, attach justification
'
Pagel Plan
In)tkals
Sheet No
--ZZ
1 Plans (1 50 or larger) of the entire site showing
> k-
Design at ultimate build out
�7 j
Off site drainage (if applicable)
Delineated drainage basins (include Rational C coeffic ant per basin)
Cell dimensions
4
Pretreatment system
> :�
High flow bypass system
3
Maintenance access
Recorded drainage easement and public right of way (ROW)
'
y
Clean out pipe locations
s }
Overflow device and
S 7
Boundaries of drainage easement
'
2 °Ian details (1 30 or larger) for the bioretention cell showing
�T
Cell dimensions
Pretreatment system
I
High flow bypass system
'
Maintenance access
Sw
Recorded drainage easement and public right of way (ROW)
S
Design at ultimate build out
1
1
Off site drainage (if applicable)
Clean out pipe locations
Overflow device and
Boundaries of drainage easement _
Indicate the P Index between 10 30 -- T 4
'
and
I 1f r
6
3 Section view of the bioretention cell (1 20 or larger) showing
6� S
Side slopes 31 or lower
Z
Underdrain system (if applicable) and
r
Bioretention cell layers [ground level and slope pre treatment ponding depth mulch depth fill media
1
depth washed sand filter fabric (or choking stone if applicable) #57 stone underdrains (if applicable)
5
SHWT level(s) and overflow structure]
4 A soils report that is based upon an actual field investigation soil borings and infiltration tests The
results of the sods report must be verified in the field by DWQ by completing & submitting the soils
+
4
investigation request form County soil maps are not an acceptable source of sods information All
l it
elevations shall be in feet mean sea level (fmsl) Results of soils tests of both the planting soil and the in
situ sod must include
4,
Sod permeability
I (
Sod composition(/ sand / fines / organic) and
4C s 1
11 t Z
P index
7Z Z�
5 A detailed planting plan (1 20 or larger) prepared by a qualified individual showing
A variety of suitable species
5 b i
Sizes spacing and locations of plantings
Total quantity of each type of plant specified
'
A planting detail
The source nursery for the plants and
Fertilizer and watering requirements to establish vegetation
'
6 A construction sequence that shows how the bioretention cell will be protected from sediment until the
\
entire drainage area is stabilized
)1 J I
} `�
7 The supporting calculations (including underdram calculations if applicable)
IL s
f�
8 A copy of the signed and notarized inspection and maintenance (I &M) agreement
9 A copy of the deed restriction
/
l c f t3 {; () t/ e L
Form SW401 B oretenlion Rev 7 Part III Page 1 of 1

1. BOUNDARY AND TOPOO PHIC 11406"t TION TAKEN FROM
SURVEY PERFORMED BY SKYLINE SIAWORS DATED JULY 7,
2008, JOB NUMBER B08021
2. ALL EXISTING AND A%
A,NDONEDII4 i
g-kUCTURE ON THE SITE
THAT IS TO BE DEMOLIS19b
IS NOTOqV N THIS PLAN. SEE
CLEARING, GRUBBING A DE MOLI_nor SHEET C-2.
1. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL LOCATE ALL
UNDERGROUND UllLi*nr:s.CALL 1-800-892-4949.
2. THE CONTRACTOR/PROPERTY OWN . IS RESPONSIBLE FOR
ANY DAMAGE TO THE WATER & SEWEF(MAINS IN THE
CONSTRUCTION AREA UNTIL CONSTRit-TION IS COMPLETE.
3. CONTRACTOR SHALL ENSURE POSIfi , VE DRAINAGE AWAY FROM
BUILDING IN ALL AREAS. SURFACE DRANAGE SHALL HAVE
POSITIVE FLOW TO PROPOSED DRAINAGE STRUCTURES.
4. ROOF DRAINS SHALL TIE TO STORM DRAINAGE SYSTEM. SEE
ARCHITECTURAL PLANS.
5. BIORETENTION POND SHALL BE CONSTRUTED IN STRICT
ACCORDANCE TO PLANS AND SPECIFICATIONS BY ENV
CONSULTANTS & ANY ASSOCIATED CONDITIONS FROM NCDENR -
WATER QUALITY SECTION.
TEMPORARY SKIMMER SEDIMENT
...... ......
....... .
BASIN
L .... . H
ROCK PIPE INLET PROTECTION
0 INLET PROTECTION
--no LIMITS OF DISTURBANCE
PRELIMINAK,y
FOR REGULATORY REVIEW ONLY
DEN R - S4'ATER QUA! I-i)'
rLANDS AND STORMI FR BFZANC�
4
5 Fiat
rr
4
Id
Iq
C
c
c
L
c
Iq
SCALE. 10 = 3(
DRWN. BY. AdC
CHKD. BY- UPT
PROJECT NOME
LEGEND:,
STORM DRAINAGE PIPE
FEW'-
STONE CHECK DAM
PERMANENT DITCH
TEMPORARY BERM DITCH
X
SILT FENCE
TREE PROTECTION
RIP RAP APRON
TEMPORARY SKIMMER SEDIMENT
...... ......
....... .
BASIN
L .... . H
ROCK PIPE INLET PROTECTION
0 INLET PROTECTION
--no LIMITS OF DISTURBANCE
PRELIMINAK,y
FOR REGULATORY REVIEW ONLY
DEN R - S4'ATER QUA! I-i)'
rLANDS AND STORMI FR BFZANC�
4
5 Fiat
rr
4
Id
Iq
C
c
c
L
c
Iq
SCALE. 10 = 3(
DRWN. BY. AdC
CHKD. BY- UPT
PROJECT NOME