20160464 Ver 1_401 Application_20160516

HUYSMAN & BANDY, INC.
WETLAND AND ENVIRONMENTAL CONSULTANTS
Mr. David Bailey
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
RE: AID SAW -
AAA Randleman Road Self Storage
Randleman Road Greensboro NC
PrAMD016
201 60464
SCF _
Mr. Bailey,q 44f
7/4
Attached please find a Pre -Construction Notification for a Nationwide Permit 39 for a self -
storage facility planned in Greensboro, NC in Guilford County. The impacts associated with this
project total 0.19 acres of permanent wetland impacts. Approximately 0.045 acres of wetlands
will be left undisturbed.
Proiect Purpose
The purpose of the proposed project is to construct a self -storage facility to provide storage
opportunities for an area where similar options are lacking for this economic sector. Impacts
are necessary to maximize return through net usable space.
:Project Need
The storage facility is needed to meet the growing economic demands of the region and to
fulfill the economic expectations of the owner.
Project Description
The project consists of the construction of the self -storage facility and appurtenant parking, as
well as a sand filter BMP in order to comply with Phase II requirements. Permanent impacts to
Waters of the US are necessary in order to maximize the net usable space of the site and to
remain outside of an existing electric utility line.
Permanent impacts totaling 0.19 acres of low quality riparian wetlands are necessary in order
to maintain the economic pro forma required to complete the project. These wetlands
occurring on site have been highly manipulated due to the amount of development
immediately surrounding the project and occur in extensively disturbed soils.
A sand filter approximately 2900 square feet in size has been strategically located to treat
stormwater generated from the increase in impervious surface associated with the project.
This BMP will provide sufficient stormwater treatment to adhere to Phase II standards and will
be under review of the local delegated stormwater authority.
Christopher Huysman Tamp Bandy
170 Dew Drop Road 4108 LB Propst Drive
Sparta, NC 28675 Conover, NC 28613
336.406 0906 828 302.3437
Chris.Huysman@gmad com [e-mail]

HUYSMAN & BANDY, INC.
WETLAND AND ENVIRONMENTAL CONSULTANTS
Standard heavy earth -moving equipment will be used, including but not limited to excavator,
dump truck, bulldozer, skid -steer, etc. Following construction all fill slopes will be restored to
original conditions through appropriate bio -engineering practices, and allowed to re -naturalize.
Avoidance and Minimization
After extensive economic analysis it was determined that completion of the project is not
feasible bereft of the storage capacity generated through the proposed impacts to regulated
features. In order to maintain current site conditions as much as possible, 0.045 acres of
wetlands have been avoided in the most recent site plan; these wetlands were included within
the impact area in the original design.
Mitigation
To mitigate for the loss of waters associated with the project, riparian wetland mitigation is
proposed at a 2:1 ratio (0.4 acres) through the Cripple Creek Mitigation Bank. This quantity of
high quality wetland restoration is sufficient to replace the form and function of the low quality
feature present on site. A letter of availability for the proposed mitigation has been attached
with this application.
Please do not hesitate to let me know if you have any questions or if further information is
required to process this request.
Best regards,
Perry Isner
Christopher Huysman Tamp Bandy
170 Dew Drop Road 4108 LB Propst Drive
Sparta, NC 28675 Conover, NC 28613
336.406.0906 828.302.3437
[e-mail] 1TampBandy@gmad com

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a Type(s) of approval sought from the Corps: T
Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
Q Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes X❑ No
For the record only for Corps Permit:
❑ Yes Q No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑X Yes
❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
❑x No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
❑X No
2. Project Information
2a. Name of project-
AAA Self Storage
2b. County:
Guilford
2c. Nearest municipality / town-
Greensboro
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a Name(s) on Recorded Deed:
BMR Land Company, LLC
3b. Deed Book and Page No.
Bk. 7367 p.2128
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
PO Box 123
,
3e. City, state, zip:
Lyndhurst, VA 22952
3f. Telephone no.:
"IVG
3g. Fax no.:
3h Email address:
Page 1 of 10
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h Email address -
5. Agent/Consultant Information (if applicable)
5a. Name:
Chris Huysman
5b. Business name
(if applicable):
Huysman & Bandy, Inc.
5c. Street address:
170 Dew Drop Rd.
5d. City, state, zip:
Sparta, NC 28675
5e Telephone no.:
336.406.0906
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2of10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID)
7862123008
lb Site coordinates (in decimal degrees):
Latitude- 36.00619 Longitude: -79 80730
1 c. Property size:
3.3 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
LIT to Ryan Creek
2b Water Quality Classification of nearest receiving water:
WS -V; NSW
2c River basin•
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site consists of vacant/ undeveloped land. The general land use nearby consists of both commercial and residential development.
3b. List the total estimated acreage of all existing wetlands on the property: 0.25
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 25
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a storage area as none exists nearby and it provides an economic need
3e. Describe the overall project in detail, including the type of equipment to be used:
Standard heavy earth -moving equipment, including but not limited to excavator, bull dozer, dump truck, skid -steer, etc
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 priorphases) in thepast?
❑ Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ® No ❑ Unknown
5b If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWO (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Emergent
No
Corps
019
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.19
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
3i Comments
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all o en water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131
Yes/No
B2
Yes/No
133
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Original project design included 0.045 acres of wetlands impacts which have now been eliminated. Current proposed impacts are necessary to meet
economic expectations for the completion of the project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will be under an approved Erosion Control Plan.
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):X❑
DWQ ❑X Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank- Cripple Creek Stream and Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type: Riparian wetland
Type: Choose one
Type: Choose one
Quantity: 0.4 acres
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
E] 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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
Yes Q 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
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
33%
2b. Does this project require a Stormwater Management Plan?
0 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:
Project will include a 2900 square feet sand filter which will be constructed to meet Phase II standards under City of Greensboro
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Greensboro
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
City of Greensboro
0 Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
[] Water Supply Watershed
[] Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes 0 No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
E]ORW
(check all that apply):
[]Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
Yes No
attached?
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
[]X Yes No
5b. Have all of the 401 Unit submittal requirements been met?
Yes No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
QX No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑Yes
❑ No
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
C] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes
❑x No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
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.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur In or near an area with federally protected species or
habitat?
©Yes No
6b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Project will occur In the range of the Northern Long -owed Bat, although there are no records of known hibernaculum in Guilford County. We are
deferring to Corps guidance for notification.
6. Essential Fish Habitat (Corps Requirement)
6a. Wiil this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur In or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National historic Trust designation or properties significant in
North Carolina history and archaeology)?
YesjX No
7b. What data sources did you use to determine whether your site would Impact historic or archeological resources?
B. Flood Zone Designation (Corps Requirement)
Be. Will this project occur In a FEMA -designated 100 -year floodplain?
❑ Yes No
Bb. if yes, explain how project meets FEMA requirements:
Be. What source(s) did you use to make the floodplain determination?
Guilford County GIS
tee- 5
Applicant/Agenrs Printed Name
�"
Date
pplicant/Agen s Signa re
7tettWrgnature Is valid on odzatton
efrom the applicant Isprovided.)
Page 10 of 10

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WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: AAA Storage, Randleman Road City/County: Greensboro, Guilford Sampling Date. 02/o8/16
Applicant/Owner,: AAA Storage State: NC Sampling Point. WL 1
Investigator(s): Isner Section, Township, Range:
Landform (hillslope, terrace, etc.): flat Local relief (concave, convex, none). concave Slope (%): 1
Subregion (LRR or MLRA): LRR P Lat: 36.00582 Long: -79.80722 Datum: WGS 84
Soil Map Unit Name. Iredell NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ ✓ No (If no, explain in Remarks.)
Are Vegetation Soil ✓ , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes ✓ No
Are Vegetation Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydric Soil Present? Yes _ ✓ No_ _ within a Wetland? Yes ✓ No
Wetland Hydrology Present? Yes ✓ _ No-
Remarks:
o_Remarks: emergent
WL Series oo 0.23
WL Type Appx. Acreage
24 H R Weather cool; overcast
Recent Weather
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is required: check all that aogly)
_ Surface Soil Cracks (136)
Surface Water (Al)
True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
✓ High Water Table (A2)
✓ Hydrogen Sulfide Odor (C1)
Drainage Patterns (1310)
✓ Saturation (A3)
✓ Oxidized Rhizospheres on Living Roots (C3)
Moss Trim Lines (1316)
Water Marks (131)
Presence of Reduced Iron (C4)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Recent Iron Reduction in Tilled Sods (C6)
Crayfish Burrows (C8)
_ Drift Deposits (133)
Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches):
Water Table Present? Yes ✓ No
Depth (inches)• 12
Saturation Present? Yes ✓ No
Depth (inches): 4
Wetland Hydrology Present? Yes ✓ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
AAA Storage, Randleman Road
Sampling Point: WL 1
Remarks (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size. )
% Cover
Species? Status
Number of Dominant Species
1.
That Are OBL, FACW, or FAC: 5 (A)
2
Total Number of Dominant
3
Species Across All Strata 5 (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC- 100 (A/B)
6
Prevalence Index worksheet:
= Total Cover
Total % Cover of: Multioly by:
50% of total cover-
20% of total cover-
OBL species x 1 =
Sapling Stratum (Plot size: 15 )
Acer rubrum
10
Y FAC
FACW species x 2 =
1.
2 Liquidambar styraciflua
10
Y FAC
FAC species x 3 =
3. Salix nigra
10
Y OBL
FACU species x 4 =
UPL species x 5 =
4
Column Totals (A) (B)
5
6.
Prevalence Index = B/A =
30
= Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover. 15
20% of total cover- 6
❑ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size. 15' )
02 - Dominance Test is >50%
1 Ceohalanthus occidentalis
10
Y OBL
3 -Prevalence Index is <_3 0'
2
❑ 4 - Morphological Adaptations' (Provide supporting
3
data in Remarks or on a separate sheet)
0 Problematic Hydrophytic Vegetation' (Explain)
4
5
6.
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
i0
= Total Cover
Definitions of Five Vegetation Strata:
50% of total cover, 5
20% of total cover 2
5
Tree — Woody plants, excluding woody vines,
Herb Stratum (Plot size )
approximately 20 ft (6 m) or more in height and 3 in
1 Mlcrostiqium vimineum
75
Y FAC
(7 6 cm) or larger in diameter at breast height (DBH)
2 Juncus effusus
10
N FAC
Sapling —Woody plants, excluding woody vines,
3
approximately 20 It (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5
Shrub — Woody plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7
Herb — All herbaceous (non -woody) plants, including
g
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately 3
ft (1 m) in height.
10
11
Woody vine — All woody vines, regardless of height
85
= Total Cover
50% of total cover. 42.5
20% of total cover 17
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5
HydrophyUc
= Total Cover
Vegetation
✓
50% of total cover
20% of total cover
Present? Yes No
Remarks (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

AAA Storage, Randleman Road
SOIL Sampling Point: WL 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0-2 10 YR 5 /1 100
fine
2-6 10 YR 5 /2 40
7.5 YR 4 /6 40 C M
sandy loam
5Y 7 /1 10 RM M
G2 7 513 10 RM M
6-16 10 YR 5 /2 80
10 YR 5 /6 20 C PL
fine
16-20 2.5 Y 5 /1 70
10 YR 5 /8 20 C M
fine
10 YR 3 /2 10 C
soft masses
'Type. C=Concentration D=De letion, RM=Reduced Matrix MS=Masked Sand Grains.
2Location• PL=Pore Lining, M=Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soilse:
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
✓ Hydrogen Sulfide (A4)
` Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Sods (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136,147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF1 2)
Depleted Below Dark Surface (All)
` Depleted Dark Surface (F7)
Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (Si) (LRR N,
✓ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
91ndicators of hydrophytic vegetation and
Sandy Redox (S5)
_ Piedmont Floodplain Sods (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6)
Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches)
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

Statement of Mitigation Credit Availability
Cripple Creek Stream & Wetland Mitigation Bank
March 10, 2016
Mr. David Bailey
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Wetland Mitigation Credits
Project: AAA Self Storage
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that .50 Riparian Wetland Mitigation
Credits (Credits) from the Cripple Creek Stream & Wetland Mitigation Bank (Bank) are currently available and may
be used, once transferred, for compensatory mitigation relative to the AAA Self Storage project, and as proposed
by Huysman & Bandy, Inc. (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE
with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited
Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
1J-
;s n%
Tiffani Bylow
Restoration Systems, LLC

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