HomeMy WebLinkAbout20170170 Ver 2_More Info Received_20170327W A
Office Use Only:
Corps action I D no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 42 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
Z Yes E] No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
Z 401 Water Quality Certification — Regular El Non -404 Jurisdictional General Permit
r_1 401 Water Quality Certification — Express F1 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:
E] Yes Z No
For the record only for Corps Permit:
El Yes ED No
1 f.
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 No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
Yes No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
El Yes ED No
2.
Project Information
2a.
Name of project
Mint Hill Athletic Park
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Mint Hill
2d.
Subdivision name:
N/A
2e.
NCDOT only, T. 1. P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed.
Town of Mint Hill
3b.
Deed Book and Page No.
Book 29552 Page 40
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
9801 Brief Road
3e.
City, state, zip:
Mint Hill NC
3f.
Telephone no.:
704) 545-9726
3g.
Fax no.:
(704) 545-0802
3h.
Email address:
info@minthill.com
Page 1 of 10
PCN Form — Version 1.4 January 2009
4.
Applicant Information (if different from owner)
4a.
Applicant is:
Z Agent E] Other, specify:
4b.
Name:
Craig R. Wyant RLA/SWS
4c.
Business name
(if applicable):
A Fine Line Design
4d.
Street address:
P.O. Box 163
4e.
City, state, zip:
High Shoals NC 28077
4f.
Telephone no.:
704-240-0793
4g.
Fax no.:
4h.
Email address:
craig.wyant@charter.net
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Craig R. Wyant RLA/SWS
5b.
Business name
(if applicable):
A Fine Line Design
5c.
Street address'.
P.O. Box 163
5d.
City, state, zip:
High Shoals NC 28077
5e.
Telephone no.:
704-240-0793
5f.
Fax no.:
5g.
Email address:
craig.wyant@charter.net
Page 2 of 10
B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
13930215
1 b.
Site coordinates (in decimal degrees):
� Latitude: 35.1876 Longitude: -80.6028
1 c.
Property size:
27.3 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Clear Creek
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Yadkin -Pee Dee
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 and some of the adjacent property to the north was clear cut timbered in 2010. The only existing mature tree canopy consisting of mixed
medium aged pine and hardwoods is present along the property line in the very western portion of the site, the remainder of the site is comprised of
mostly herbaceous successional vegetation with scattered species of successional species of saplings and younger trees that have grown back.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.45
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 867
3d. Explain the purpose of the proposed project:
To provide athletic fields to satisfy the demand and need for these facilities in a rapidly growing area of the Town of Mint Hill . Description attached.
3e.
The
Describe the overall project in detail, including the type of equipment to be used:
project will consist of constructing athletic fields, rest rooms, and 285 parking spaces. Typical equipment will be used. Details attached.
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?
Z Yes El No El Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Craig R. Wyant RLA/SWS
Agency/Consultant Company'. Craig R. Wyant RLA/SWS
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps site visit and verification on October 20, 2016. Corps Action ID Number SAW -2016-02014.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes Z No El Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
El Yes Z No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
FX� Wetlands Streams —tributaries El Buffers El Open Waters El Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
No
Corps
0.205
W2 P
Excavation
Headwater Wetland
No
Corps
0.043
W3 P
Draining
Headwater Wetland
No
Corps
0.059
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
I
2g. Total Wetland Impacts:
0.307
2h. Comments:
Detailed description attached.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Excavation
UT Clear Creek
PER
Corps
3
54
S2 P
Fill
LIT Clear Creek
INT
Corps
3
65
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
I
I
3h. Total stream and tributary impacts
119
3i. Comments:
Flow from drainage area will be diverted into a grassed swale and graded to meet elevation of bed of existing stream. Description attached.
Page 4 of 10
PCN Form — Version 1.4 January 2009
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
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, t en you MUST fill out Section D of this form.
6a. Project is in which protected basin?
F] Neuse Tar -Pamlico Catawba F] Randleman F] 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)
B1
Yes/No
B2
Yes/No
B3
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.
Reducing number and size of fields, use of retaining walls to minimize grading, and selection of a site with previous impacts will minimize impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of sedimentation and erosion controls, maintenance of stream buffers, and use of retaining walls will avoid and minimize impacts.
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?
Z Yes E] 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?
ElMitigation bank
Payment to in -lieu fee program
El Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity'.
Quantity:
Quantity'.
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
0.307 acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10
E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
Ej Yes rX_1 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.
E] Yes r-1 N o
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
22 %
2b.
Does this project require a Stormwater Management Plan?
El Yes M No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The total property size is 27.3 acres. Total impervious area including parking, rooftops, pavements, and artificial
turfgrass is approx. 6 acres, <24%.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
El Phase 11
El NSW
3b.
Which of the following locally -implemented stormwater management programs
F] USMP
apply (check all that apply):
E] Water Supply Watershed
r-1 Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
EI Yes Fj No
attached?
4.
DWO Stormwater Program Review
E]Coastal counties
EIHQW
4a.
Which of the following state -implemented stormwater management programs apply
F-JORW
(check all that apply):
F-1 Session Law 2006-246
F�Other
4b.
Has the approved Stormwater Management Plan with proof of approval been
E] Yes No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes E] No
5b.
Have all of the 401 Unit submittal requirements been met?
E] Yes E] No
Page 8 of 10
PCN Form - Version 1.4 January 2009
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
0 Yes Ej No
use of public (federallstate) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes ZNo
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (if so, attach a copy of the NEPA or SEPA final approval
Yes E] No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWO Wetland Rules (1 5A NCAC 2H .0500), Isolated
Wetland Rules (11 5A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
F1 Yes ZNo
or Riparian Buffer Rules (1 5A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes E9 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
F1 Yes NNo
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.
Public
rest room facilities will be connected to a public sanitary sewer system.
Page 9 of 10
PCN Form — Version 1.4 January 2009
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ..................................................................................................................................................................................................................................................................
5a. Will this project occur in or near an area with federally protected species or F1 Yes No
habitat�?
5b. Have you checked with the USFWS concerning Enclangered Species Act nx Yes n No
impacts?
5c. If yes, indicate the UISFWS 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
HabUt?
NC Natural Heritage Program database search and coordination with USFWS and NCNHP, Response letters are attached,
6. Essential Fish Habitat (Corps Requirement)
6a. 011 this project occur in or near an area designated as essential fish habitat? Yes FXJ N o
. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. I ...................................................................................................................................................................................................................................................................
6b�. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Project is not located in a coastal county or designated NC Trout County.
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 rl Yes rXI No
status (e.g., National Histotic 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 archeologiical resources?
Research of NC Division of Archives and!, History State Historic Preservation Office database and agency cloordiination Response attachied,
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-clesignated 100, -year floodplain? El Yes No
Bb�� If yes, e�xplain how project meets FEMA requirements:
Located outside FEMA Flood Zones per Mecklenburg County GIS database layers�
8c. What source(s) did you use to make the floodplain determination?
Mecklenbtag County GIS database layers,
Craig R. Wyant RLA/SWS
March 25�, 2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided)
SAW -2016-02014 Town of Mint Hill
Mint Hill Athletic Park
Town of Mint Hill
Mecklenburg County, NC
PCN Revised March 25, 2017
Section B. Project Informationn and Prior Project Histor
133a. Describe the existing condition on the site and the general land use in the vicinity of the
project at the time of the application.
The Mint Hill Athletic Park project is located on the north side of Brief Road in Mint Hill,
Mecklenburg County, North Carolina. The project is located at 35.1876', -80.6028' on the Midland
Quadrangle of the USGS. The Mint Hill Athletic Park Study Area consists of approximately 27.3
acres of land consisting of Mecklenburg County Tax Parcel TD 13 93 0215. The Study Area is gener-
ally bounded by Brief Road to the south, residential properties to the east and west, and undeveloped
land to the north. The site and some of the adjacent property to the north was clear cut timbered in
20 10. The only existing mature tree canopy consisting of mixed medium aged pine and hardwoods
is present along the property line in the very western portion of the site, the remainder of the site is
comprised of mostly herbaceous successional vegetation with scattered species of successional
species of saplings and younger trees that have grown back since being cleared. Two small wetland
areas in the lowest portions of the site are dominated by herbaceous species including Rushes,
Sedges, Cattails, and Goldenrods. There is one small un -named tributary to Clear Creek along the
western property line. This stream is intermittent at its upper reaches and develops into a small
perennial stream further downstream. Aquatic life was not observed in the stream at the time of
inspection but a few crayfish holes were observed.
The entire site is located within the Yadkin -Pee Dee River Basin. The site occurs within the sub -
basin of Clear Creek, along the north side of an unnamed perennial tributary. The nearest named
watercourse is Clear Creek located approximately 3,000 feet downstream of the site (NC Stream
Index 13-17-8-4-1 and Hydrologic Unit Code 03040105) within the headwaters of Rocky River sub -
basin of the Yadkin -Pee Dee Basin. Clear Creek and its tributaries have been identified as Stream
Classification C and are not considered to be Trout Waters, Nutrient Sensitive Waters (NSW), Water
Supply (WS), or Outstanding Resource Waters (ORW). The USGS quad map indicates that the
upper end of an intennittent unnamed blue line tributary to Clear Creek crosses the northwest comer
of the Study Area. Mecklenburg Polaris 3G GTS website indicates no streams on the parcel. National
Wetland Inventory maps indicate that this site has no areas mapped as wetland.
Mr. David Shaeffer of the USACE Wilmington District has conducted a site visit on October 20,
2016 to concur with the jurisdictional detenumation (SAW -2016-02014). All streams and wetland
boundaries on the site have been surveyed.
133d. Explain the purpose of the project:
The purpose of this project is to provide three new athletic fields, one baseball field, one future multi-
purpose field, 285 parking spaces, seating, and public rest rooms to satisfy the demand for these facill-
ties in the rapidly growing vicinity of the Town of Mint Hill. Additionally, a stormwater management
plan will capture storinwater runoff generated by any impervious areas of the site so that it can be
released slowly back into undisturbed wetland areas. A variety of public meetings, analysis of existing
facilities, a survey of anticipated needs, and staff input have determined the program for the site. This
site is located adjacent to an existing recreation facility. This site was selected due to its availability
within the Town of Mint Hill, the size and shape of the parcel, its proximity to other existing recreation
facilities, availability of public utilities, and generally open nature due to prior clear cutting thereby
reducing the need to impact forested lands.The site has been determined to be more suitable for this use
than other sites because it little existing high quality habitat due to clear cutting, no known significicant
historical or cultural resources base on a database search and comment from the NC State Historic
Preservation Office, and no existing record of protected species based on a database research and
comment from NC Natural Heritage Program.
133e. Describe the overall project in detail, including equipment to be used.
The Mint Hill Athletic Park project will consist of the construction of three athletic fields, one baseball
diamond, one future multi-purpose field, seating, parking for 285 cars, public rest rooms, and appropri-
ate stormwater managment BMPs. The construction process will involve installation of sediment and
erosion control practices, clearing, grading, and facility construction. Retaining walls will be used
where possible in order to minimize grading, stream, and wetland impacts. All appropriate sediment
and erosion controls will be implemented,inspected and maintained throughout the construction pro-
cess to prevent impacts to downstream receiving waters. Equipment to be used will consist of typical
construction equipment such as trucks, trackhoes, graders, tractors, and various manual tools.
Impacts to the wetland (W- 1) in the northern part of the site will be the result of the placement of fill for
the parking area required for the athletic fields. The grading is necessary in order to bring the elevation
of the center of the site up to the grade of the surrounding land and access from the entrance road. A
nine foot high retaining wall will be built at the edge of the parking area in order to avoid and minimize
wetland impacts. Storruwater runoff from the parking area will be directed into a stormwater BMP
situated in upland before being slowly released back into the remaining undisturbed wetland area over
a 2-5 day period in order to maintain the hydrology of overland runoff flowing into the wetland without
overwhelming it with flow all at once. This will mimic the natural pre -development hydrology of the
area.
Grading of the site for the baseball field will result in stream impacts (S- I and S-2) and wetland im-
pacts (W2 and W-3) in the southern comer of the site. Design standards of the baseball field for regu-
lation league play necessitate that the baseball field be of certain specified dimensions and contours.
Grading is necessary to drain runoff away from a high point at the infield towards lower elevations at
the outside edge of baseball field. This grading will generate a large amount of sheet flow towards the
southern edge of the baseball field. The elevation of the existing Brief Road is higher than the proposed
baseball field elevation at its southern comer. An excess amount of storruwater runoff from Brief Road
and the surrounding higher land will flow onto the baseball field unless it is captured and diverted
away. When combined with the sheetflow coming from the lower elevations of the baseball field,
enough volume and velocity will be created from a large store event that it could flow onto adjacent
properties and have enough energy to cause erosion. Therefore, a grassed swale is proposed to intercept
the stormwater flow and carry it around the southern edge of the field and eventually to the stream at
the lower end. In order to construct the grassed swale to direct flow away from the field and towards the
stream, it will need to be constructed so that is at least two percent in grade along its length so that it
will properly drain, but not so steep that it will erode due to velocity begiming at the elevation at the
upstream end at Brief Road and working down to meet the elevation at the stream bed. Constructiong
the swale will directly impact a portion of the wetland at Impact W-2, it will also very likely result in an
indirect impact of diverting flow away from the wetland, thereby depriving it of some of the hydrology.
There is already an existing upland area between the wetland and the stream that provides a hydrologic
surface connection between them. This upland area will partially be replaced by the swale but the
direction of flow will not be altered.
Calculations are attached for the cross section Sizing requirements of the swale based on storruwater
flows from the baseball field, Brief Road, and surrounding land as well as for calculations along its
length from Brief Road to the stream.
Retaining walls are proposed around the edges of the baseball field so that grading can be minimized
and to reduce impacts to stream and wetland.
A bio-swale will be planted along the downstream end of the swale for 200 feet before the runoff flow
enters the stream. The bio-swale will slow peak flows to reduce the possibility of ersion or headcutting
and will filter suspended sediments or pollutants before they reach te undisturbed portions of the peren-
nial stream. The bio-swale will be planted with a shrub layer of native wetland shrub species and an
herbaceous layer of native wetland grass -like plants.
The following unavoidable stream and wetland impacts are proposed.
Stream Impac
S-1 Intermittent Stream
(Identified as S -2A in JD)
S-2 Perennial Stream
(Identified as S-2 in JD)
Permanent fill
Permanent fill/excavation
Total Proposed Stream Impact
Wetland Impacts
W- I Headwater Forest Permanent fill
(Identified as I—B and 2-13 in JD Report)
W-2 Headwater Forest Excavation
(Identified as Portion of 5-13 in JD)
W-3 Headwater Forest Draining (Indirect Impact)
(Identified as Portion of 5-13 in JD)
Total Proposed Wetland Impact
B5. Project Histor
65 If total impact
54 If total impac
119 If total impact
.205 acre impact
.043 acre impact
.059 acre impac
.307 acre total impact
115a. Have permits or certifications been requested or obtained for this project (including all
prior phases) in the past?
No.
B5b, If yes. explain in detail according to the "help file" instructions.
D. Impact Justification and Mitigation
Dla. Specifically describe measures taken to avoid or minimize the proposed impacts in de-
signing the project.
A number of alternative layouts of program elements were originally reviewed to determine one that
avoids or minimizes impacts to streams and wetlands. In all of the layouts, the recreation fields are
required to maintain an axis that is as near to north -south as possible due to design standards of
recreation fields as a result of sun angles. In the first plans proposed, all fields were full sized and the
stormwater was being directed to the lowest point on the site for stormwater management. In the
final alternative that was selected, all stormwater was moved to adjacent upland areas and the pro-
posed site gading adjusted in order to direct the flow to these areas thus minimizing the originally
proposed impacts. The selected alternative also reduces the size of one of the fields and rearranges
the others so that impacts to streams and wetlands could be avoided and minimized. Additionally,
retaining walls will be used to reduce the area of grading thus minimizing impacts to both streams
and wetlands. Plans will implement a minimum of a 100' vegetated buffer from other downstream
waters. The first 3 0' of the buffer will remain forested, the remaining width will be grasses. Every
effort will be made to implement, inspect, and maintain proper sedimentation and erosion control
measures throughout the construction process to protect downstream receiving waters. Throughout
the construction process, buffers will be maintained along streams and equipment will be kept out of
these areas. Live concrete will be prevented from coming into contact with surface waters.
Total project impacts will be kept to a total of 119 If of stream and.307 acre of wetlands including
both direct and indirect impacts.
Dlb. Specifically describe measures taken to avoid or minimize the proposed impacts through
construction techniques.
Every effort will be made to implement, inspect, and maintain proper sedimentation and erosion
control measures throughout the construction process to protect downstream receiving waters.
Throughout the construction process, buffers will be maintained along streams and equipment will
be kept out of these areas. Live concrete will be prevented from coming into contact with surface
waters. A minimum of 30 feet of forested buffer will be kept undisturbed along all streams not
included as a part of the impacts for this project. Retaining walls will be constructed where practi-
cable in order reduce the amount of grading necessary therby reducing impacts to streams and
wetlands. With the exception of the direct and indirect impacts described in this application, there
will be no other impacts to streams or wetlands. All construction activities including clearing, grad-
ing, sedimentation and erosion control, and temporary access will be kept out of all streams and
wetlands.
AGEAT CEWrIFICSTION OF AUTHORIZATION
T";
)(4"j4,
representing . .........
........ . .....
hereby Cerfill"y that I h,ave authorizvd ("'mig R,- Wyant Rl.A/S,WS. to act, on, �my behalf and
take a-11 actions necessary to flic processing, issuance, and acceptance of'this requestfor
wedands, determination, Pemittingand, anyand all standlard and speciA.1 conditions
attached.
We hereby' certil"y thatthe above information, submincd, in this application is true and,
accurate to the best of our knowledge.
C�L—
Agent" s signature
L,ul -1.,
7 16
, ._=Q
Date
. ..... .. .. .. .. .. . . . . . . . . . . .. . . . . . . . . . ............. .. . .......
Da e
Completianof this form will allow theagent to sign all future, application correspondence.
Stone Frey, PE
Town ofMint Hill
443OMint Hill Village Lane
Mint Hill, NC 28227
Project: Mint Hill Athletic Park
MICHAEL S.IlBOAN
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please nota that this decision does not assure that participation in the DMS in -lieu fee mitigation
program will beapproved bythe permit issuing agencies aomitigation for project impacts. |tisthe responsibility
of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G.S. §143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. Ifvxmhave not
received a copy of the issued 404 PernN/401Certificat|on/CAMA permit within this time frame, this
acceptance will expire. |tiothe applicant's responsibility tosend copies ofthe permits boDMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must bemade prior toconducting the authorized work. The amount ofthe in -lieu fee hmbapaid byen
applicant iecalculated based upon the Fee Schedule andpo|ioiea|iatedaihttp://poda|.ncdenr.org/web/eep.
Based on the information supplied by you in your request to use the DMS, the impacts that may require
compensatory mitigation are summarized inthe following table. The amount ofmitigation required and assigned
toDMS for this impact isdetermined bypermitting agencies and may exceed the impact amounts shown below.
Rver CU Location Stirearn (ft.wt) Wetlands (acires) BuffeirU BuftrU
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation
will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
O2B.O2U5esapplicable. Thank you for your interest inthe DMS in -lieu fee mitigation program. |fyou have any
questions or need additional information, please contact Kelly Williams at (919) 707-891&
cc: Craig Wyant, agent
FOR - Stanfill
ZetManagement Supervisor
State "fNorthCarolina Environmental Quality | Mitigation Services
1652 Mail Service Center RaleigX NC 27699-/652 | znW.Jones Street. Suite a000
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
February 9, 2016
Craig Wyant
A Fine Line Design
Post Office Box 163
High Shoals, North Carolina 28077
Dear Ms. Wyant:
Subject: Mint Hill Athletic Park Project; Mecklenburg County, North Carolina
Log No. 4-2-17-190
The U.S. Fish and Wildlife Service (Service) reviewed your correspondence dated January 20,
2017, for the project referenced above. The Service submits the following comments in
accordance with the provisions of the Fish and Wildlife Coordination Act, as amended (16
U.S.C. 661 667e); the National Environmental Policy Act (42 U.S.C. §4321 et seq.); and section
7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 1543) (Act).
Project Descriptio
According to the infort-nation provided, you are seeking a NWP on behalf of your client, to
construct an athletic park on 27.3 acres of land in Mint Hill, North Carolina. The proposed
project would entail the construction of four athletic fields, public restrooms, and parking for 285
cars. The development would result in permanent impacts to 119 linear feet of intermittent and
perennial tributaries to Clear Creek and also 0.248 acre of headwater wetland. The parcel
currently primarily consists of undeveloped open space and according to the information
provided, was clear-cut in 2010. The proposed project would be designed with a 30 -foot
forested riparian buffer along Jurisdictional streams.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the project
area for the federally threatened northern long-eared bat. However, the final 4(d) rule (effective
as of February 16, 2016), exempts incidental take of northem long-eared bat associated with
activities that occur greater than 0.25 miles from a known hibernation site, and greater than 150
feet from a known, occupied maternity roost during the pup season (June I — July 3 1). Based on
the information provided, the project (which may require tree clearing) would occur at a location
where any incidental take that may result from associated activities is exempt under the 4(d) rule.
According to Service records, no other federally protected species occur within the proposed
project's impact area. Therefore, we consider the requirements under the Act to be complete and
require no further action at this time. Please be aware that obligations under section 7 of the Act
must be reconsidered if. (1) new information reveals impacts of this identified action that may
affect listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is deten-nined that may be affected by the identified action.
Please consider the following recommendations in the interest of protecting fish and wildlife
resources:
Erosion and Sediment Control
Construction activities near streams, rivers, and lakes have the potential to cause water pollution
and stream degradation if measures to control site runoff are not property installed and
maintained. In order to effectively reduce erosion and sedimentation impacts, Best Management
Practices specific to the extent and type of construction should be designed and installed during
land -disturbing activities and maintained until the project is complete and appropriate storm
water conveyances and vegetation are re-established on-site.
A complete design manual, which provides extensive details and procedures for developing
site-specific plans to control erosion and sediment and is consistent with the requirements of the
North Carolina Sedimentation and Pollution Control Act and Administrative Rules, is available
at: httpL//Tortat.ncdenr.orL,/w��eb/tr/ ublications.
.............. 2 -
For maximum benefits to water quality and bank stabilization, riparian areas should be forested
but if maintained in grass, should not be mowed. We recommend planting disturbed areas with
native riparian species.
Measures to control sediment and erosion should be installed before any ground -disturbing
activities occur. Grading and backfilling should be minimized, and existing native vegetation
should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas
should be revegetated with native grass and tree species as soon as the Project is completed.
Low IMact Development
We recommend the use of low -impact -development techniques,' such as reduced road widths,
grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for
retaining and treating storm -water runoff rather than the more traditional measures, such as large
retention ponds, etc. These designs often cost less to install and significantly reduce
environmental impacts from residential development.
Where detention ponds arc used, storm-watcr outlets should drain through a vegetated area prior
to reaching any natural stream or wctland area. Detention structures should be designed to allow
for the slow discharge of storm water, attenuating the potential adverse effects of ston-n-water
surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the
purpose of storni-water-control measures is to protect streams and wetlands, no
storm -water -control measures or best management practices should be installed within any
stream (perennial or intermittent) or wetland.
'We recommend visiting the Environmental Protection Agency's Web site cLmRL)&-
nonp(wint Vource )(J11111ionlurban runo for additional information and fact sheets
L --------------- jj jow...
regarding the implementation of low -impact -development techniques.
2
We also recommend that consideration be given to the use of pervious materials (i.e., pervious
concrete, interlocking/open paving blocks, etc.) for the construction of roads, driveways,
sidewalks, etc. Pervious surfaces minimize changes to the hydrology of the watershed and can
be used to facilitate groundwater recharge. Pervious materials are also less likely to absorb and
store heat and allow the cooler soil below to cool the pavement. Additionally, pervious concrete
requires less maintenance and is less susceptible to freeze/thaw cracking due to large voids
within the concrete.
Pf)Ihnqtf)r-,
Pollinators such as most bees, some birds, bats, or other insects including moths and butterflies,
play a crucial role in flowering plant reproduction and in the production of most fruits and
vegetables. Over 75% of flowering plants and about 75% of crops are pollinated by these
pollinators. A recent study of the status of pollinators in North America by the National
Academy of Sciences found that populations of honey bees (which are not native to North
America) and many wild pollinators are declining. Declines in wild pollinators are a result of
loss, degradation, and fragmentation of habitat, and disease; while declines in honey bees have
also been linked to disease. To off -set the overall impacts of development and/or to increase the
habitat and species diversity within the project area, we recommend the following measures be
implemented into project design:
I Sow native seed mixes with plant species that are beneficial to pollinators throughout
the site. Taller growing pollinator plant species should be planted around the
periphery of the site and anywhere on the site where mowing can be restricted during
the summer months. Taller plants, left un -mowed during the summer, would provide
benefits to pollinators, habitat to ground nesting/feeding birds, and cover for small
mammals. Low growing/groundcover native species should be planted in areas that
need to be maintained. This would provide benefits to pollinators while also
minimizing the amount of maintenance such as mowing and herbicide treatment.
Using a seed mix that includes milk weed species (milk weed is an important host
plant for monarch butterflies) is especially beneficial. The following website provides
a comprehensive list of native plant species that benefit pollinators:
W .//M
IP,5 ... ..................
u. or=s sl&size
4.M.1.6h.d.b.A.U.3 b.".?..p r-9
.... .... . .. ....... ... ... .. ..... .... ... .. ..... ........ .... ..... .... ..... .... .... ..... .... .... ... ..
Additional information regarding plant species, seed mixes, and pollinator habitat
requirements can be provided upon request.
2. Provide nesting sites for pollinator species. Different pollinators have different needs
for nesting sites. Therefore, we recommend designing the project to maintain a
diverse array of habitats to accommodate varied pollinators from hummingbirds to
butterflies to bees. Hummingbirds typically nest in trees or shrubs while many
butterflies lay eggs on specific host plants. Most bees nest in the ground and in wood
or dry plant stems. For additional information and actions that can be taken to benefit
pollinators please visit the following web -site:
N
3
The Service appreciates the opportunity to review this project. Please contact Mr. Byron
Hamstead of our staff at 828/258-3939, Ext. 225, if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-17-190.
e.c. David Schaeffer, USACE
Sincerely,
originalsigned - -
Janet A. Mizzi
Field Supervisor
4
January 13, 2017
Craig Wyant
A Fine Line Design
P.O. Box 163
High Shoals, NC 28077
RE: Mint Hill Athletic Park
Dear Craig Wyant:
PAT I'McCRORY
Giou"ypnip"r
SUSAN KLUTTZ
NCNHDE-2768
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Suzanne Mason at suzan ne. mason ancdcr. go or 919.707.8637.
Sincerely,
NC Natural Heritage Program
lhfirig
suof" 0�,�Nca d. cxa,�Xa Na,",Ix 1i I'ml "', uhn� 'Al, �,_u
B` E,nj 2
0
a.
0
IL
ZM
N r-
- C-4
cv) I
LU
D
m
Z
L)
z
0
LU
a)
Cl)
U)
N
0
70
7C3
C
LU
A)
a) 0
L)
U)
E
LU
00
00
CD
F
�5
lu-
3: a)
-c 2!
LL m
Z�
2
0
CD
co
m
E
0
a)
>
0
7� L)
z
L)
Z
a)
.2
-1
a)
-a
U) 0 -0
cf)
E o
E
C)
cn 0
W Ln
0
U)
a) L)
U3
m
L) rz
.0—
z
2
cl
0
-E o
E
L:) CL
cn M
m
LLI 2
a m
LD a)
U) L)
(n m
0
U) m
E
0
a) 0
L) C3- r- 0
U) 0 .0
a)
L)
0
x
(n 0
a) L)
cm
-0 0
w E
0
L)
L) (D
z 0
co
WNO
C:)
C:)
6 ..........
401
0'
lo,
,7Z,
A
a)
CL a.
........... e a)
. .......
CL
CL <
........
. . . . . . . . .
z
co
76
0
cn
r lu"I'll"I'll"I'll C)
00
00
CD
F
�5
lu-
3: a)
-c 2!
LL m
Z�
2
0
CD
co
m
E
0
a)
>
0
7� L)
z
L)
Z
a)
.2
-1
a)
-a
U) 0 -0
cf)
E o
E
C)
cn 0
W Ln
0
U)
a) L)
U3
m
L) rz
.0—
z
2
cl
0
-E o
E
L:) CL
cn M
m
LLI 2
a m
LD a)
U) L)
(n m
0
U) m
E
0
a) 0
L) C3- r- 0
U) 0 .0
a)
L)
0
x
(n 0
a) L)
cm
-0 0
w E
0
L)
L) (D
z 0
co
WNO
cu
n
0
4-
(1)
r
c
�5-
66
(D
rl-
CN
z
z
,6 � �,
00
oa
2
co
lz E
E
g
.05
1,112
., s
:z
Lij
co
c
cu
2�
E'l
0
w
0
0
4
<
Z
E
w
<
0 IL
CO
CL m z z
El 1.7] E] E-61
co
I
SYME c�
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Adirunistrator
Governor Roy Cooper
Secretary Susi H. Hamilton
January 31, 2017
Craig Wyant
A Fine Line Design
PO Box 163
High Shoals, NC 28077
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Construct Mint Hill Athletic Park, Brief Road, Mint Hill, Mecklenburg County, ER 17-0119
Dear Mr. Wyant:
Thank you for your letter of January 12, 2017, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
.environmental.reviewkncdcr.Rov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
�XvRamona M. Bartos
_)i
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telcphone[Fax: (919) 807-6570/807-6599
J
A
k�
x�,
f Is
I C7'
J13
"N' h I
51111, N '!a�
1 7 IV',
4 5
'X
N", J
I I
JJ I I'
'I RID)
NJ
"A
K
4
J
A.
d
o�
41
Y,
Z
n
41ni'
73
. . ... . . .. ..
0
N-"
N
rkb
is
, C
pa
J
Source: USGS 7.5 minute quads, Midland and Mint Hill, NC
Mint Hill Athletic Park �rl�
Town of Mint Hill Scale: I"=2000'
Mecklenburg County, NC NORTH Project Location
0
4%,
m
ct
4-4
,4..j
li I
6'59� 6,,
<
0
...
....
...
....
5E
...
...
13
!?
a!
Iq
C>
11)
C5
CO
S 0
V� V�
0
...
....
...
....
...
...
...
13
!?
C>
11)
C,
0
1�
'-t
'4
'r-.
V)
0
0
V)
14
V)
<
F -e
V)
co
0
0
Cl
V)
11
3 6-0
8 s
.....
...
....
...
....
...
...
...
C>
11)
C,
1�
1�
'-t
'4
'r-.
V)
0
0
V)
0
V)
co
0
0
Cl
0
11
0
0
0
1)
C.)
10
I
C)
LLJ
Z,
etlE
e 5i a'
ti
o
(n , U
cr 7
0
z < C5
<rj m
k cc
cn
L u
0
ID
2 �oi
< m u
Ct
m
u V)
< iv)
IN
N............ .
00
"1 Wk :4
1� 11
L
4,
4 6 ",1
l_64 b
f"q
00 171
L60
J-10
L61
(D
S.IoNttN,
GZVI
lei 09 6
V61
PLI
9LI
IR)
'49,
pa
Lij
00
o
Ln
0
0
cn y
. ..... .....
c)
E
C;
u
I--
Ld <
............
. .. ......
C)
91,
0 LLI o
a.
Q0
1 'N
z 0
LLJ
[If
<
9 tj
LLj < LLJ
Ld
z > < m
0 af
IM, .......... ...... ... . ..
4-77-
F— =) � E;
u
CN
u cn
n
cn
D
u
. ..... .....
. .. . .. . .. .
. .. .. . ......
.......... "-
�Z ......... .... . .
............
. .. ......
... . .. `,,11111.11 L12
......
.11, ............. . ......
9 tj
.. ...........
7 . ... . .... .....
L27
IM, .......... ...... ... . ..
4-77-
C'�
zi
U) �z u
0
0 t,o N
<
LL-
-81
w m
z
Z Z
_j z
Lj L
47
�A7
04 sm
cs
LLJ
<
z >
C) m LIj
_j
I--
,5
lilt. 111 a:
C'�
zi
U) �z u
Cr
<
LL-
w m
z
Z Z
_j z
Lj L
47
�A7
LLJ
<
z >
C) m LIj
_j
I--
P7- F, 7
U to
LLJ
29
N
1,2
C'�
zi
Cr
LL-
47
�A7
29
V1,
L42
3N(7
Impact S-2 UT Clear Creek S-2
Avoid UT Clear Creek S-2
Impact S-1 UT Clear Creek S -2A
Avoid S-3 UT Clear Creek S-3
Avoid Wetland 1-13
Impact W-1 Wetland 1 -B
Impact W-1 Wetland 2-B
Avoid Wetland 3-13
Avoid Wetland 5-13
Impact W-2 Wetland 5-B
NORTH CAROLINA
R3
RIVERINE
NORTH CAROLINA
R3
RIVERINE
NORTH CAROLINA
R4
RIVERINE
NORTH CAROLINA
R4
RIVERINE
NORTH CAROLINA
PSS
RIVERINE
NORTH CAROLINA
PSS
RIVERINE
NORTH CAROLINA
PSS
RIVERINE
NORTH CAROLINA
PSS
RIVERINE
NORTH CAROLINA
PSS
RIVERINE
NORTH CAROLINA
PSS
RIVERINE
Linear
54 FOOT
RPW
35.18770000
-80.60420000
Linear
666 FOOT
RPW
35.18770000
-80.60420000
Linear
65 FOOT
RPW
35.18590000
-80.60410000
Linear
83 FOOT
RPW
35.18690000
-80.60460000
Area
0.11 ACRE
DELINEATE
35.18760000
-80.60280000
Area
0.111 ACRE
DELINEATE
35.18760000
-80.60280000
Area
0.135 ACRE
DELINEATE
35.18730000
-80.60260000
Area
0.102 ACRE
DELINEATE
35.18800000
-80.60320000
Area
0.102 ACRE
DELINEATE
35.18520000
-80.60360000
Area
0.102 ACRE
DELINEATE
35.18520000
-80.60360000
rl
........... . . . . ...............
iml�
�Ftllfflmllmm
..........
Q Pt' ',-A
Wetlaiid
� IN
T
0
—�C!60 . .. ......... .
4--- 1 --,
7
Stream -Impact S-2
Perennial 54 If
4.� (Excavdted)',
eptio '11'hru
lrnpacN-2
J1 n ren' pial
section riaru
ImPadt S-i�
�tream Impact S. -I
r14 if) Intermittent 65 If
(F i �Ied)
Retai,ning �w�
SWale (a_) 2/)D
/ . Wetland
e aimng
I Impact W-2
.043 acre
�N;� (Excavated)
Swale 2%
.Impact vlvl,.--) V
.059 acre
(Drained)
,Q
T E A A
MINT H I LL ATH LFTI C PARK
'X
TOWN Of MINT NLL, NG
ENLARGEMENT PLAN I
plan. View.Detail. 1.
I inch =40 ft. ..... ............................
..... .... .. ..... . .. . .... .. . .. . .
. . . . . . . .... .
FROPOHD WE L L
AREA
PERENNIAL 5TRFAM'
720 TOTAL Lf
5-2A"
INTERMITTENT 5TREAM
G5 TOTAL Lf=
LI MIT O�
D15TURBANCE I -WE
N/F /
DROMGbOLE
DB
1927,5-7Q9
5-13 WETLANO
0. 102 TOTAL ACRF=5\
Wetlaiid
� IN
T
0
—�C!60 . .. ......... .
4--- 1 --,
7
Stream -Impact S-2
Perennial 54 If
4.� (Excavdted)',
eptio '11'hru
lrnpacN-2
J1 n ren' pial
section riaru
ImPadt S-i�
�tream Impact S. -I
r14 if) Intermittent 65 If
(F i �Ied)
Retai,ning �w�
SWale (a_) 2/)D
/ . Wetland
e aimng
I Impact W-2
.043 acre
�N;� (Excavated)
Swale 2%
.Impact vlvl,.--) V
.059 acre
(Drained)
,Q
T E A A
MINT H I LL ATH LFTI C PARK
'X
TOWN Of MINT NLL, NG
ENLARGEMENT PLAN I
plan. View.Detail. 1.
I inch =40 ft. ..... ............................
..... .... .. ..... . .. . .... .. . .. . .
. . . . . . . .... .
. ............. P,
LP(Al I
CT Aw[A Uuld
998 9
M, 01� W
ell
E� NVIJ iN�A99,�VlNg
ON '111W,IATV� JO NAA01, 9
......... .....
. ....................... ..... ........................
N',�V(J 3U:nl-liV TIP iNIV\ 7 7
I -D 1 ;191
. . ........
1 11 Lij 11 11
:::::j
L
- ------- - - - ------
OM)
JV
...... ...... ..... ...... ...... ...... .....
........ . ...
�oz
1-MoedLut
G:IC�Dv gel PUL)ROM
9-�� (1NVli9M/
. . . .......
............................. ....................................... ...........
...............
w 7
..........
v 11
-7
7=777d �7
......... ...
. .. . . ....... . . . .
............ GTIA3V I I
9-1 GNVU�AA
�Nll :131\lvg,�niGic
jb iiAn
7-77
G:1"� Dv o I o vt,�V'
I N011VA1GGl(V
CIIGOJM� vg"�v JA9 C)�Gojo��
9-e GNVli;]AA
V
j
............... ...............
X
--h1d '�(1,8S)N
z6f
u IT N No Q u It N
I I I III I QDI I I I I
<
Lu Lu
I I I I I I I I I I I InI I I I
UII
I I I I I I I I III 5E I I I
1 11 1 All I I I I
kr)
7:�
If)
C�l Cl C�
I I tu LUI LR� A
I I �oll 011 01 1 1 1 1 1 1 1
Nn I I
0 1 1
I I 1 01 1 1 1 1 1 1 1 1 �2� I I
]"-2-1 1 1 1 1 111 1
H H HIM
LU
ILI
t7
U)
.4-
cz
>
CL
10-4
HHHHHHHH
HHHHHHHHM
i i i i i i i i i i i i 1 44 * i i
lull U, A I'll,
CId
�z
R/
ct <
a) G_
;-y
.+..a
;-y
<C
W
4-4
C\j
I <
11Z
c)
00
il i i
i i i i
i �C)i
Ri I i
0i
i I �rvi I i
LU
C-)
,n�
0:2,
CL_
i, (On
01- C)
i
i
..................
lull U, A I'll,
CId
�z
R/
ct <
a) G_
;-y
.+..a
;-y
<C
W
4-4
C\j
I <
11Z
c)
I --- I --- I --- -T-t-T-I --- I --- I --- I --- I --- I --- I --- I --- I --- I --- I
7:$
03
LU LU
C.)
lu
1 01 1 1 1
0-.. +-
I Q I I I I I I I
I
7:$
U -i
2t Y�
I o" 1 :4 1 1, 1
-- -- -- �177-1 7777777 1—, 7' 777777
7:$
LU
n�
Ln <
C) I I I I I I I I �LUI I I I I I
�nI I I I I I
-T-FITT-1-T, --1-T-TPT- I-- -TI-1
I I I I h I I NI I I I I I
0
LU I I I I I I I I I LI I I I I I
LL
z
7:$
U -i
I I ILII I 1 11
LU
< U
LU
I Cl
<
I QDI I
z 0
Ln
7�
i:� C) I 1 '561 1 1 111 1 1 1 1 1 1 1 1
ct
cli
I I I I I I IOLZI 24 1 1 1 1 1 1
7 7 71 1
Lo
x I A -j n 0
LU
�D
LU
< nz
C)
T- 0
4-j ELI 1,�
< (" D
I I I I I I I 2� 4 1 1 1 '1 1 1 1 1
U
I I I I I MIATCjH �LIN4 I,, I I I I I
icz
<1
mm 1;m �I
0
LU mmlmm�mm
(n
0 C) rmmmjmm
�2
N oco u q No COU -TN 0 Q 0 T No Q
LU
LU
Lf) <
C)
qoll 901, 1 1 1
N�<�l I I I I I I I All I I
C)
LLJ
CD
CZ.
m
��I
I I C)I 1
16
1 1'11-�
(S)
I I I I I I I
0 I
0
I I la
C) C)
I I I
(I
ol U I I �lmm
I-
I I I
1 1 121 1 1 1 1 !1 1
1 1
0
-'7T
77777777r-77777
,/I
---- --------
cs�--,I-- I --- I --- j
I I I I I
IIII,mmm!�I
MIATCr UNP I I I I I I I
��I
I
N oco u q No COU -TN 0 Q 0 T No Q
LU
LU
Lf) <
C)
qoll 901, 1 1 1
N�<�l I I I I I I I All I I
C)
LLJ
CD
CZ.
m
��I
I I C)I 1
16
1 1'11-�
(S)
I I I I I I I
0 I
0
I I la
I I I
(I
-I
z
I I I
1 1 121 1 1 1 1 !1 1
1 1
0
,/I
---- --------
cs�--,I-- I --- I --- j
I I I I I
IIII,mmm!�I
MIATCr UNP I I I I I I I
��I
I
7:�
0
w
o
LU
uj
cz
0
CL/
I I I I I I I
I I I
I I Lul I I I I -I I I
z
I I I
1 1 121 1 1 1 1 !1 1
1 1
0
,/I
---- --------
cs�--,I-- I --- I --- j
I I I I I
IIII,mmm!�I
MIATCr UNP I I I I I I I
��I
w
o
LU
uj
cz
0
-------------------------------------------------- - ------------------------ - ------------------------------- 7 --- - -- ---------
-------------- ---- ---- - ---
V
V,
PROPOSED WELL - --------
r
AREA 4
5-2 --------------- 5ECTION
PERENNIAL STREAM I FE KEN N IAL STREAM
720 TOTAL LF 5-2
D15TURDANCE 54 Lf SECTION
INTERMITTENT
STREAM 5-2
—20'x 200' Bio-swale Plantiii,g �ea
5-2A 36each Silky Dogwood(Cornu,�anromum)
36 each Tug A.1der (Alnus ser-rutlatl I a)
INTERMITTENT 5TREAM 7.5' O.C. ea Bare Root Seedlings\
Sigm to be placed around area:
"Ngural Area .. lDo NOT Ow'
G5 TOTAL Lf
....................
DISTURBANCE G5 Lfi Iff x 26& Planted Area in Center
Welland (Yrasses and Grass [A e Plants\
LIMIT Of Wetland Seed Mix hicluding:
Carex lurida (Lurid Sedge)
D15TURBANCE LINE
�,K -ioidea (Fox Sedge)
Carex vulph
N/f
Aincus effusus (Soft, RUS11)
DROMG00U,-
/Scirpus cyperinus (Woolgrass)
D13 Cyperus escul I eattis (Nutsedge)
l 9278,709
5-E3 WETLAND - ------
V� SECTION
0. 102 TOTAL ACRES
-5
WETLAND E3,
D5TURBED AREA-`....
121
5,,
0.043 ACRES
Bio-swale
"K
U
Planting Area
W,
�g
1. Organic matLershall be incorporaLed into
Ik
the rooL zone (if the Wettand Grasses
Noles-
X
2. Woody plants shall be bare root seedlings
planting zone while grading.
planted during the dorman�. rearon.
z
3. Signs to be placed around (he Bio-swale
rcading-19aurral Area Do NOTN4
7
'T'RE, E zz-Z
Revised February 16, 2017 by CRW ,,// �,/ / " �i,—,,.,,,,,.,",,—,
(X�
qj
MINT �111LL ATtILETIC FA 4.,,
J4�
TO��,$� 01, M��,JT rflLL, NC
E"NLARGEMUIT PLAN
0 C 6111)
NORTH
AMERICAN
GREEN
Erosion Control Materials Design Software
Version 5.0
Channel Computations
Project Parameters
Specify Manning's n:
0.04
Discharge:
39.23
Peak Flow Period:
0.08
Channel Slope:
0.02
Bottom Width:
4
Left Side Slope:
2
Right Side Slope:
3
Existing Channel Bend:
0
Bend Coefficient (Kb):_
1.00
Channel Lining Options
Protection Type
ITemporary
Material Type
Matting Type
S75BN
Manning's N value for selected Product
0.04
Cross -Sectional Area (A)
A=AL+AB+AR—
8.44
AL — (1/2) * Depth2 * ZL —
1.45
AB = Bottoin Width * Depth
4.81
AR � ( /2) * Depth2 * ZR
2.17
Wetted Perimeter (P)
P — PL + PB + PR —
10.5
PL — Depth * (ZL2 + 1)0.5 —
2.69
PB � Channel Bottom Width —
4
PR � Depth * ZR2 + 1)0.5
3.81
Hydraulic Radius (R)
R—A/P—
0.8
Flow (Q)
Q � 1.486 / n * A * R2/3 * S1 /2
39.23
Velocity (V)
V=Q/A=
4.65
Channel Shear Stress (Te)
Td — 62.4 * Depth * Slope —
1.5
Channel Safety Factor � (Tp / Td)
1 07
Conclusion: Stability of Mat
IST
Side Slope Liner Rcsults�
http://www.ecmds.com/print/computation/l 13531/113534[3/9/2017 9:31:47 AM]
Tensar International Corporation
5401 St. Wendel-Cynthiana Road
Poseyville, Indiana 476-1-1
Tel. 800.772.2040
Fax 812.867.0247
www.nagreen.com
NORTH
AMERICAN
GREEN
Erosion Control Materials Design Software
Version 5.0
Project Name: Mint Hill athletic Park
Project Number: 113531
Project Location: Mint Hill, North Carolina
Channel Name: Perm. Swale #1 - Unvegetated
Discharge
39.23
Peak Flow Period
0.08
Channel Slope
0.02
Channel Bottom Width
4
Left Side Slope
2
Right Side Slope
3
Low Flow Liner
Retardance Class
Vegtation Type
N
Vegetation Density
Stress
Soil Type
S75BN
Tensar International Corporation
5401 St. Wendel-Cynthiana Road
Poseyville, Indiana 476-1-1
Tel. 800.772.2040
Fax 812.867.0247
www.nagreen.com
Phase
Reach
Discharge
Velocity
Normal
Mannings
Permissible Shear
Calculated Shear
Safety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
S75BN
Straight39.23
cfs
4.65
1.2 ft
0.039
1.6 lbs/ft2
1.5 lbs/ft2
1.07
STABLE
D
Unvegetated
ft/s
http://www.ecmds.com/print/analysis/I 13531/113534[3/9/2017 9:30:27 AM]
NORTH
AMERICAN
GREEN
Erosion Control Materials Design Software
Version 5.0
Channel Computations
Project Parameters
Specify Manning's n:
0.04
Discharge:
30.28
Peak Flow Period:
0.08
Channel Slope:
0.02
Bottom Width:
4
Left Side Slope:
2
Right Side Slope:
3
Existing Channel Bend7
0
Bend Coefficient (Kb):
1.00
Retardance Class (A - E): D
Vegetation Type:
Bunch Type
Vegetation Density:
Vair 50-75%
Soil Type:
IClay Loam
Channel Lining Options
Protection Type
IPcrmanent
Material Type
Matting Type
P300
Manning's N value for selected Product
0.03
Cross -Sectional Area (A)
A=AL+AB+AR— 5.8
AL — (1/2) * Depth2 * ZL — 0.85
AB = Bottoni Width * Depth 3.68
AR � ( /2) * Depth2 * ZR 1.27
Wetted Perimeter (P)
P — PL + PB + PR — 8.97
PL — Depth * (ZL2 + 1)0.5 — 2.06
PB � Channel Bottom Width — 4
PR � Depth * ZR2 + 1)0.5 2.91
Hydraulic Radius (R)
R—A/P— 0.65
Flow (Q)
Q � 1.486 / n * A * R2/3 * S1 /2 30.28
Velocity (V)
V=Q/A= 5.22
Channel Shear Stress (Te)
Td — 62.4 * Depth * Slope —
1.15
Channel Safety Factor � (Tp / Td)
2.
Effective Stress on Blanket(Tdb)
Te = Td * (I -CF) * (ns/n)2 = 1.15
http://www.ecmds.com/print/computation/113531/113536[3/9/2017 10:47:43 AM]
Tensar International Corporation
5401 St. Wendel-Cynthiana Road
Poseyville, Indiana 476-1-1
Tel. 800.772.2040
Fax 812.867.0247
www.nagreen.com
CF —
1 0
ns —
0.03
Soil Safety Factor
Cross -Sectional Area (A)
Allowable Soil Shear (Ta)
0
1 Soil Safety Factor = Ta / Te
0
Conclusion: Stability of Mat
STABLE
9
Conclusion: Stability of Underlying soil
STABLE
Material Type
Matting Type
P300
Manning's N value for selected Product
0.04
Cross -Sectional Area (A)
A=AL+AB+AR— 7.41
AL � (1/2) * Depth2 * ZL 1.21
AB = Bottom Width * Depth 4.39
AR — ( /2) * Depth2 * ZR — 1.81
Wetted Perimeter (P)
P � PL + PB + PR � 9.93
PL � Depth * (ZL2 + 1)0.5 2.46
PB — Channel Bottom Width — 4
PR — Depth * (ZR2 + 1)0.5 3.47
Hydraulic Radius (R)
R�A/P� 0.75
Flow (Q)
Q — 1.486 / n * A * R2/3 * S 1/2 30.28
Velocity (V)
V = Q / A = 4.09
Channel Shear Stress (Te)
Td � 62.4 * Depth * Slope �
1.37
Channel Safety Factor — (Tp / Td)
5.83
Effective Stress on Blanket(Tdb)
Te Td * (I -CF) * (ns/n)2 0.37
CF 0.4
ns = 0.03
Soil Safety Factor
Allowable Soil Shear (Ta) — 2
1 Soil Safety Factor � Ta / Te 539
Conclusion: Stability of Mat STARBEE
Conclusion: Stability of Underlying soil STABLE
Side Slope Liner Results�
http://www.ecmds.com/print/computation/113531/113536[3/9/2017 10:47:43 AM]
NORTH
AMERICAN
GREEN
Erosion Control Materials Design Software
Version 5.0
Project Name: Mint Hill athletic Park
Project Number: 113531
Project Location: Mint Hill, North Carolina
Channel Name: Perm. Swale #1 - Vegetated
Discharge
30.28
Peak Flow Period
0.08
Channel Slope
0.02
Channel Bottom Width
4
Left Side Slope
2
Right Side Slope
3
Low Flow Liner
Retardance Class
D
Vegtation Type
Bunch Type
Vegetation Density
Fair 50-75%
Soil Type
Clay Loam
P300 - Class D - Bunch Type - Fair 50-75%
Tensar International Corporation
5401 St. Wendel-Cynthiana Road
Posey-ville, Indiana 476-1-1
Tel. 800.772.2040
Fax 812.867.0247
www.nagreen.com
Phase
Reach
Discharge
Velocity
Normal
Mannings
Permissible Shear
CalculatedShear
Safety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
P300 Unvegetated
Straight
30.28 cfs
5.22
0.92 ft
0.03
3 lbs/ft2
1. 15 lbs/ft2
2.61
STABLE
E
ft/s
P300 Reinforced
Straig t30.28
cfs
4.09
1.1 ft
0.042
8 lbs/ft2
1.37 lbs/ft2
5.83
STABLE
E
Vegetation
ft/s
Underlying Substrate
Straight
30.28 cfs
4.09
1.1 ft
--
2 lbs/ft2
0.371 lbs/ft2
5.39
STABLE
--
ft/s
http://www.ecmds.com/print/analysis/I 13531/113536[3/9/2017 10:47:17 AM]
NORTH
AMERICAN
GREEN
Erosion Control Materials Design Software
Version 5.0
Channel Computations
Project Parameters
Specify Manning's n:
0.09
Discharge:
30.28
Peak Flow Period:
0.08
Channel Slope:
0.02
Bottom Width:
4
Left Side Slope:
2
Right Side Slope:
3
Existing Channel Bend:
0
Bend Coefficient (Kb):
1.00
Retardance Class (A - E): B
Vegetation Type:
Bunch Type
Vegetation Density:
Good 75-95%
Soil Type:
Loam
—Clay
Channel Lining Options
!Protection Type
Permanent
Tensar International Corporation
5401 St. Wendel-Cynthiana Road
Poseyville, Indiana 476-1-1
Tel. 800.772.2040
Fax 812.867.0247
www.nagreen.com
Material Type
Matting Type
JUnreinforced Vegetation
Manning's N value for selected Product
0.09
Cross -Sectional Area (A)
A=AL+AB+AR— 13.09
AL — (1/2) * Depth2 * ZL — 2.64
AB = Bottoin Width * Depth 6.5
AR � (1/2) * Depth2 * ZR 3.96
Wetted Perimeter (P)
P — PL + PB + PR — 12.77
PL — Depth * (ZL2 + 1)0.5 — 3.63
PB � Channel Bottom Width — 4
PR � Depth * ZR2 + 1)0.5 5.14
Hydraulic Radius (R)
R—A/P— 1.03
Flow (Q)
Q � 1.486 / n * A * R2/3 * S1 /2 30.28
Velocity (V)
V=Q/A= 2.31
Channel Shear Stress (Te)
Td — 62.4 * Depth * Slope —
2.03
Channel Safety Factor � (Tp / Td)
2.83
Effective Stress on Blanket(Tdb)
Te = Td * (I -CF) * (ns/n)2 = 0.03
http://www.ecmds.com/print/computation/l 13531/113619[3/9/2017 5:38:25 PM]
CF —
1 0.5
ns —
0.02
Soil Safety Factor
Allowable Soil Shear (Ta)
0.05
1 Soil Safety Factor = Ta / Te
1.73
Conclusion: Stability of Mat
STABLE
Conclusion: Stability of Underlying soil
Side Slope Liner Results�
http://www.ecmds.com/print/computation/l 13531/113619[3/9/2017 5:38:25 PM]
NORTH
AMERICAN
GREEN
Erosion Control Materials Design Software
Version 5.0
Project Name: Mint Hill athletic Park
Project Number: 113531
Project Location: Mint Hill, North Carolina
Channel Name: Perm. Swale #1 - Vegetated 2
Discharge
30.28
Peak Flow Period
0.08
Channel Slope
0.02
Channel Bottom Width
4
Left Side Slope
2
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Bunch Type
Vegetation Density
Good 75-95%
Soil Type
Clay Loam
Unreinforced Vegetation - Class B - Bunch Type - Good 75-95%
Tensar International Corporation
5401 St. Wendel-Cynthiana Road
Posey-ville, Indiana 476-1-1
Tel. 800.772.2040
Fax 812.867.0247
www.nagreen.com
Phase
Reach
Discharge
Velocity
Normal
Mannings
Permissible Shear
Calculated Shear
Safety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight30.28
cfs
2.31
1.62 ft
0.092
5.73 lbs/ft2
2.03 lbs/ft2
2.83
STABLE
Vegetation
ft/s
Underlying Substrate
Straight
-30.28 cfs
2.31
1.62 ft
--
0.05 lbs/ft2
0.029 lbs/ft2
1.7-1
ST BLE
ft/s
http://www.ecmds.com/print/analysis/I 13531/113619[3/9/2017 5:37:58 PM]
�7
LLJ
POO
0
c\j
ED
LU
u
0
u
0
7
-z�
.13
WON
LI)
<
LLJ
u
0
u
op
LU
IAIF
WON
LI)
<
LLJ
u
0
u
op
NC WAM FIELD ASSESSMENT RESULTS
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? E] Yes E No
Regulatory Considerations - Were regulatory considerations evaluated? ZYes E]No If Yes, check all that apply to the assessment area.
F� Anadromous fish
F� Federally protected species or State endangered or threatened species
Q NCDWR riparian buffer rule in effect
F� Abuts a Primary Nursery Area (PNA)
F� Publicly owned property
Q N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F� Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F� Designated NCNHP reference community
0 Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Q Blackwater
Q Brownwater
0 Tidal (if tidal, check one of the following boxes) El Lunar E] Wind E] Both
Is the assessment area on a coastal island? E] Yes Z No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? El Yes E No
Does the assessment area experience overbank flooding during normal rainfall conditions? E] Yes E No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in
the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the
assessment area based on evidence an effect.
GS VS
EA F�A Not severely altered
EIB EB Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration
(Sub). Consider both increase and decrease in hydrology. A ditch 15 1 foot deep is considered to affect surface water only, while a ditch >
I foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
NA NA Water storage capacity and duration are not altered.
EIB F�B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
EIC OC Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. E]A E]A Majority of wetland with depressions able to pond water > 1 deep
EIB EIB Majority of wetland with depressions able to pond water 6 inches to I foot deep
EC EC Majority of wetland with depressions able to pond water 3 to 6 inches deep
EID F�D Depressions able to pond water < 3 inches deep
3b. F�A Evidence that maximum depth of inundation is greater than 2 feet
F�B Evidence that maximum depth of inundation is between I and 2 feet
NC Evidence that maximum depth of inundation is less than 1 foot
Accompanies user manuai version :).0
USACE AID 4
SAW -2016-02014
NCDWR#
Project Name
Mint Hill Athletic Park
Date of Evaluation
4-11-16
Applicant/Owner Name
Town of Mint Hill
Wetland Site Name
Sample Plot 1-B
Wetland Type
Headwater Forest
Assessor Name/Organization
Craig R. Wyant
Level III Ecoregion
Piedmont
Nearest Named Water Body
Clear Creek
River Basin
Yadkin-PeeDee
USGS 8 -Digit Catalogue Unit
03050103
County
Mecklenburg
NCDWR Region
Mooresville
F� Yes M No
PreciDitation within 48 hrs?
Latitude/Lonaitude (deci-dearees)
35.1876 80.6028
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? E] Yes E No
Regulatory Considerations - Were regulatory considerations evaluated? ZYes E]No If Yes, check all that apply to the assessment area.
F� Anadromous fish
F� Federally protected species or State endangered or threatened species
Q NCDWR riparian buffer rule in effect
F� Abuts a Primary Nursery Area (PNA)
F� Publicly owned property
Q N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F� Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F� Designated NCNHP reference community
0 Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Q Blackwater
Q Brownwater
0 Tidal (if tidal, check one of the following boxes) El Lunar E] Wind E] Both
Is the assessment area on a coastal island? E] Yes Z No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? El Yes E No
Does the assessment area experience overbank flooding during normal rainfall conditions? E] Yes E No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in
the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the
assessment area based on evidence an effect.
GS VS
EA F�A Not severely altered
EIB EB Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration
(Sub). Consider both increase and decrease in hydrology. A ditch 15 1 foot deep is considered to affect surface water only, while a ditch >
I foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
NA NA Water storage capacity and duration are not altered.
EIB F�B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
EIC OC Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. E]A E]A Majority of wetland with depressions able to pond water > 1 deep
EIB EIB Majority of wetland with depressions able to pond water 6 inches to I foot deep
EC EC Majority of wetland with depressions able to pond water 3 to 6 inches deep
EID F�D Depressions able to pond water < 3 inches deep
3b. F�A Evidence that maximum depth of inundation is greater than 2 feet
F�B Evidence that maximum depth of inundation is between I and 2 feet
NC Evidence that maximum depth of inundation is less than 1 foot
4. Soil Texture/Structure — assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. F�A Sandy soil
EB Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
F�C Loamy or clayey soils not exhibiting redoximorphic features
F�D Loamy or clayey gleyed soil
F�E Histosol or histic epipedon
4b. EA Soil ribbon < 1 inch
F�13 Soil ribbon �! 1 inch
4c. EA No peat or muck presence
F�13 A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub).
Examples of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
NA NA Little or no evidence of pollutants or discharges entering the assessment area
EJ B F�13 Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
EIC 0C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment
area (5M), and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
EJA EJA F�A > 10% impervious surfaces
EJ B E:113 F�13 Confined animal operations (or other local, concentrated source of pollutants
EIC EIC EIC 20% coverage of pasture
EJ D E:1D E:1D 20% coverage of agricultural land (regularly plowed land)
EJ E EJE F�E 20% coverage of maintained grass/herb
OF E:1F F�F 20% coverage of clear-cut land
OG EJG EJG Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer — assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
E]Yes ENo If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
F�A �! 50 feet
F�13 From 30 to < 50 feet
Fjc From 15 to < 30 feet
F�D From 5 to < 15 feet
F�E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
E:1!5 15 -feet wide E> 15 -feet wide El Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
E]Yes F�No
7e. Is stream or other open water sheltered or exposed?
F�Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
EJExposed — adjacent open water with width �: 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT)
and the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
EJA F�A 100 feet
EJ B F�B From 80 to < 100 feet
EIC F�C From 50 to < 80 feet
EJ D F�D From 40 to < 50 feet
EE EE From 30 to < 40 feet
EJ F F�F From 15 to < 30 feet
EJG F�G From 5 to < 15 feet
EJ H F�H < 5 feet
9. Inundation Duration — assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
EA Evidence of short -duration inundation (< 7 consecutive days)
F�B Evidence of saturation, without evidence of inundation
0C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
EA Sediment deposition is not excessive, but at approximately natural levels.
F�B Sediment deposition is excessive, but not overwhelming the wetland.
0C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
EIA
EIA
F�A
�! 500 acres
EIB
EIB
F�B
From 100 to < 500 acres
EIC
EIC
F�C
From 50 to < 100 acres
EID
EID
F�D
From 25 to < 50 acres
EIE
EIE
F�E
From 10 to < 25 acres
EIF
EIF
F�F
From 5 to < 10 acres
EIG
EIG
F�G
From 1 to < 5 acres
EIH
EIH
F�H
From 0.5 to < 1 acre
El
El
F�l
From 0.1 to < 0.5 acre
ED
ED
F�J
From 0.01 to < 0.1 acre
EIK
EIK
EK
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
F�A Pocosin is the full extent (�! 90%) of its natural landscape size.
F�B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
EIA
F�A
�! 500 acres
EIB
EB
From 100 to < 500 acres
EC
QC
From 50 to < 100 acres
E]D
F�D
From 10 to < 50 acres
EIE
F�E
< 10 acres
E]F
E]F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
E]Yes E]No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas �t 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
F�A 0
OB 1 to 4
OC 5 to 8
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
F�A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
EB Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
0C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity — assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
F�A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
F�B Vegetation diversity is low or has > 10% to 50% cover of exotics.
DC Vegetation is dominated by exotic species (> 50 % cover of exotics).
17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
NYes FiiiiiINo If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
�t 25% coverage of vegetation
F�B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
EIA EIA Canopy closed, or nearly closed, with natural gaps associated with natural processes
0
E]B E]B Canopy present, but opened more than natural gaps
C) EC EC Canopy sparse or absent
>1
8 EIA
EIA
Dense mid-story/sapling layer
U? EIB
Fiiiii1B
Moderate density mid-story/sapling layer
EC
EC
Mid-story/sapling layer sparse or absent
E]A
FiiiiiIA
Dense shrub layer
Moderate density layer
EB
EB
shrub
U) EIC
EIC
Shrub layer sparse or absent
-0 EA
EA
Dense herb layer
EIB
Fiiiii1B
Moderate density herb layer
EIC
EIC
Herb layer sparse or absent
18. Snags — wetland type condition metric (skip for all marshes)
F�A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
EB Not A
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
EC Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
EB Not A
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
EIA EIB EIC EID
W
�Aj W"Q'
22. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization,
diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
EA Overbank and overland flow are not severely altered in the assessment area.
Overbank flow is severely altered in the assessment area.
QC Overland flow is severely altered in the assessment area.
Both overbank and overland flow are severely altered in the assessment area.
Notes
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
WetlandSiteName SamplePlotl-B Date of Assessment 4-11-16
Wetland Type Headwater Forest Assessor Name/Organization Craig R. Wyant
Notes on Field Assessment Form (Y/N) NO
Presence of regulatory considerations (Y/N) NO
Wetland is intensively managed (Y/N) NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) NO
Assessment area is substantially altered by beaver (Y/N) NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) NO
Assessment area is on a coastal island (Y/N) NO
Sub -function Rating Summary
Function Sub -function Metrics Rating
Hydrology Surface Storage and Retention Condition HIGH
Sub -surface Storage and Retention
Condition
HIGH
Water Quality Pathogen Change
Condition
HIGH
Condition/Opportunity
Opportunity Presence (Y/N)
Particulate Change
Condition
HIGH
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Soluble Change
Condition
MEDIUM
Condition/Opportunity
Opportunity Presence (Y/N)
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vecietation Comr)osition
Condition
MEDIUM
Function Rating Summary
Function Metrics Rating
Hydrology Condition HIGH
Water Quality Condition HIGH
Condition/Opportunity
Opportunity Presence (Y/N)
Habitat Condition LOW
Overall Wetland Rating HIGH
NC WAM FIELD ASSESSMENT RESULTS
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? E] Yes E No
Regulatory Considerations - Were regulatory considerations evaluated? ZYes E]No If Yes, check all that apply to the assessment area.
F� Anadromous fish
F� Federally protected species or State endangered or threatened species
Q NCDWR riparian buffer rule in effect
F� Abuts a Primary Nursery Area (PNA)
F� Publicly owned property
Q N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F� Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F� Designated NCNHP reference community
0 Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Q Blackwater
Q Brownwater
0 Tidal (if tidal, check one of the following boxes) El Lunar E] Wind E] Both
Is the assessment area on a coastal island? E] Yes Z No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? El Yes E No
Does the assessment area experience overbank flooding during normal rainfall conditions? E] Yes E No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in
the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the
assessment area based on evidence an effect.
GS VS
EA F�A Not severely altered
EIB EB Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration
(Sub). Consider both increase and decrease in hydrology. A ditch 15 1 foot deep is considered to affect surface water only, while a ditch >
I foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
NA NA Water storage capacity and duration are not altered.
EIB F�B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
EIC OC Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. E]A E]A Majority of wetland with depressions able to pond water > 1 deep
EIB EIB Majority of wetland with depressions able to pond water 6 inches to I foot deep
EC EC Majority of wetland with depressions able to pond water 3 to 6 inches deep
EID F�D Depressions able to pond water < 3 inches deep
3b. F�A Evidence that maximum depth of inundation is greater than 2 feet
F�B Evidence that maximum depth of inundation is between I and 2 feet
NC Evidence that maximum depth of inundation is less than 1 foot
Accompanies user manuai version :).0
USACE AID 4
SAW -2016-02014
NCDWR#
Project Name
Mint Hill Athletic Park
Date of Evaluation
4-13-16
Applicant/Owner Name
Town of Mint Hill
Wetland Site Name
Sample Plot 2-B
Wetland Type
Headwater Forest
Assessor Name/Organization
Craig R. Wyant
Level III Ecoregion
Piedmont
Nearest Named Water Body
Clear Creek
River Basin
Yadkin-PeeDee
USGS 8 -Digit Catalogue Unit
03050103
County
Mecklenburg
NCDWR Region
Mooresville
F� Yes M No
PreciDitation within 48 hrs?
Latitude/Lonaitude (deci-dearees)
35.1873 80.6026
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? E] Yes E No
Regulatory Considerations - Were regulatory considerations evaluated? ZYes E]No If Yes, check all that apply to the assessment area.
F� Anadromous fish
F� Federally protected species or State endangered or threatened species
Q NCDWR riparian buffer rule in effect
F� Abuts a Primary Nursery Area (PNA)
F� Publicly owned property
Q N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F� Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F� Designated NCNHP reference community
0 Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Q Blackwater
Q Brownwater
0 Tidal (if tidal, check one of the following boxes) El Lunar E] Wind E] Both
Is the assessment area on a coastal island? E] Yes Z No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? El Yes E No
Does the assessment area experience overbank flooding during normal rainfall conditions? E] Yes E No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in
the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the
assessment area based on evidence an effect.
GS VS
EA F�A Not severely altered
EIB EB Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration
(Sub). Consider both increase and decrease in hydrology. A ditch 15 1 foot deep is considered to affect surface water only, while a ditch >
I foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
NA NA Water storage capacity and duration are not altered.
EIB F�B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
EIC OC Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. E]A E]A Majority of wetland with depressions able to pond water > 1 deep
EIB EIB Majority of wetland with depressions able to pond water 6 inches to I foot deep
EC EC Majority of wetland with depressions able to pond water 3 to 6 inches deep
EID F�D Depressions able to pond water < 3 inches deep
3b. F�A Evidence that maximum depth of inundation is greater than 2 feet
F�B Evidence that maximum depth of inundation is between I and 2 feet
NC Evidence that maximum depth of inundation is less than 1 foot
4. Soil Texture/Structure — assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. F�A Sandy soil
EB Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
F�C Loamy or clayey soils not exhibiting redoximorphic features
F�D Loamy or clayey gleyed soil
F�E Histosol or histic epipedon
4b. EA Soil ribbon < 1 inch
F�13 Soil ribbon �! 1 inch
4c. EA No peat or muck presence
F�13 A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub).
Examples of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
NA NA Little or no evidence of pollutants or discharges entering the assessment area
EJ B F�13 Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
EIC 0C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment
area (5M), and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
EJA EJA F�A > 10% impervious surfaces
EJ B E:113 F�13 Confined animal operations (or other local, concentrated source of pollutants
EIC EIC EIC 20% coverage of pasture
EJ D E:1D E:1D 20% coverage of agricultural land (regularly plowed land)
EJ E EJE F�E 20% coverage of maintained grass/herb
OF E:1F F�F 20% coverage of clear-cut land
OG EJG EJG Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer — assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
E]Yes ENo If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
F�A �! 50 feet
F�13 From 30 to < 50 feet
Fjc From 15 to < 30 feet
F�D From 5 to < 15 feet
F�E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
E:1!5 15 -feet wide E> 15 -feet wide El Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
E]Yes F�No
7e. Is stream or other open water sheltered or exposed?
F�Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
EJExposed — adjacent open water with width �: 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT)
and the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
EJA F�A 100 feet
EJ B F�B From 80 to < 100 feet
EIC F�C From 50 to < 80 feet
EJ D F�D From 40 to < 50 feet
EE EE From 30 to < 40 feet
EJ F F�F From 15 to < 30 feet
EJG F�G From 5 to < 15 feet
EJ H F�H < 5 feet
9. Inundation Duration — assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
EA Evidence of short -duration inundation (< 7 consecutive days)
F�B Evidence of saturation, without evidence of inundation
0C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
EA Sediment deposition is not excessive, but at approximately natural levels.
F�B Sediment deposition is excessive, but not overwhelming the wetland.
0C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
EIA
EIA
F�A
�! 500 acres
EIB
EIB
F�B
From 100 to < 500 acres
EIC
EIC
F�C
From 50 to < 100 acres
EID
EID
F�D
From 25 to < 50 acres
EIE
EIE
F�E
From 10 to < 25 acres
EIF
EIF
F�F
From 5 to < 10 acres
EIG
EIG
F�G
From 1 to < 5 acres
EIH
EIH
F�H
From 0.5 to < 1 acre
El
El
F�l
From 0.1 to < 0.5 acre
ED
ED
F�J
From 0.01 to < 0.1 acre
EIK
EIK
EK
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
F�A Pocosin is the full extent (�! 90%) of its natural landscape size.
F�B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
EIA
F�A
�! 500 acres
EIB
EB
From 100 to < 500 acres
EC
QC
From 50 to < 100 acres
E]D
F�D
From 10 to < 50 acres
EIE
F�E
< 10 acres
E]F
E]F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
E]Yes E]No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas �t 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
F�A 0
OB 1 to 4
OC 5 to 8
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
F�A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
EB Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
0C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity — assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
F�A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
F�B Vegetation diversity is low or has > 10% to 50% cover of exotics.
DC Vegetation is dominated by exotic species (> 50 % cover of exotics).
17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
NYes FiiiiiINo If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
�t 25% coverage of vegetation
F�B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
EIA EIA Canopy closed, or nearly closed, with natural gaps associated with natural processes
0
E]B E]B Canopy present, but opened more than natural gaps
C) EC EC Canopy sparse or absent
>1
8 EIA
EIA
Dense mid-story/sapling layer
U? EIB
Fiiiii1B
Moderate density mid-story/sapling layer
EC
EC
Mid-story/sapling layer sparse or absent
E]A
FiiiiiIA
Dense shrub layer
Moderate density layer
EB
EB
shrub
U) EIC
EIC
Shrub layer sparse or absent
-0 EA
EA
Dense herb layer
EIB
Fiiiii1B
Moderate density herb layer
EIC
EIC
Herb layer sparse or absent
18. Snags — wetland type condition metric (skip for all marshes)
F�A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
EB Not A
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
EC Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
EB Not A
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
EIA EIB EIC EID
W
�Aj W"Q'
22. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization,
diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
EA Overbank and overland flow are not severely altered in the assessment area.
Overbank flow is severely altered in the assessment area.
QC Overland flow is severely altered in the assessment area.
Both overbank and overland flow are severely altered in the assessment area.
Notes
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name Sample Plot 2-B Date of Assessment 4-13-16
Wetland Type Headwater Forest Assessor Name/Organization Craig R. Wyant
Notes on Field Assessment Form (Y/N) NO
Presence of regulatory considerations (Y/N) NO
Wetland is intensively managed (Y/N) NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) NO
Assessment area is substantially altered by beaver (Y/N) NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) NO
Assessment area is on a coastal island (Y/N) NO
Sub -function Rating Summary
Function Sub -function Metrics Rating
Hydrology Surface Storage and Retention Condition HIGH
Sub -surface Storage and Retention
Condition
HIGH
Water Quality Pathogen Change
Condition
HIGH
Condition/Opportunity
Opportunity Presence (Y/N)
Particulate Change
Condition
HIGH
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Soluble Change
Condition
MEDIUM
Condition/Opportunity
Opportunity Presence (Y/N)
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vecietation Comr)osition
Condition
MEDIUM
Function Rating Summary
Function Metrics Rating
Hydrology Condition HIGH
Water Quality Condition HIGH
Condition/Opportunity
Opportunity Presence (Y/N)
Habitat Condition LOW
Overall Wetland Rating HIGH
NC WAM FIELD ASSESSMENT RESULTS
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? E] Yes E No
Regulatory Considerations - Were regulatory considerations evaluated? ZYes E]No If Yes, check all that apply to the assessment area.
F� Anadromous fish
F� Federally protected species or State endangered or threatened species
Q NCDWR riparian buffer rule in effect
F� Abuts a Primary Nursery Area (PNA)
F� Publicly owned property
Q N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F� Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F� Designated NCNHP reference community
0 Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Q Blackwater
Q Brownwater
0 Tidal (if tidal, check one of the following boxes) El Lunar E] Wind E] Both
Is the assessment area on a coastal island? E] Yes Z No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? El Yes E No
Does the assessment area experience overbank flooding during normal rainfall conditions? E] Yes E No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in
the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the
assessment area based on evidence an effect.
GS VS
EA F�A Not severely altered
EIB EB Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration
(Sub). Consider both increase and decrease in hydrology. A ditch 15 1 foot deep is considered to affect surface water only, while a ditch >
I foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
NA NA Water storage capacity and duration are not altered.
EIB F�B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
EIC OC Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. E]A E]A Majority of wetland with depressions able to pond water > 1 deep
EIB EIB Majority of wetland with depressions able to pond water 6 inches to I foot deep
EC EC Majority of wetland with depressions able to pond water 3 to 6 inches deep
EID F�D Depressions able to pond water < 3 inches deep
3b. F�A Evidence that maximum depth of inundation is greater than 2 feet
F�B Evidence that maximum depth of inundation is between I and 2 feet
NC Evidence that maximum depth of inundation is less than 1 foot
Accompanies user manuai version :).0
USACE AID 4
SAW -2016-02014
NCDWR#
Project Name
Mint Hill Athletic Park
Date of Evaluation
4-13-16
Applicant/Owner Name
Town of Mint Hill
Wetland Site Name
Sample Plot 5-B
Wetland Type
Headwater Forest
Assessor Name/Organization
Craig R. Wyant
Level III Ecoregion
Piedmont
Nearest Named Water Body
Clear Creek
River Basin
Yadkin-PeeDee
USGS 8 -Digit Catalogue Unit
03050103
County
Mecklenburg
NCDWR Region
Mooresville
F� Yes M No
PreciDitation within 48 hrs?
Latitude/Lonaitude (deci-dearees)
35.1852 80.6036
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? E] Yes E No
Regulatory Considerations - Were regulatory considerations evaluated? ZYes E]No If Yes, check all that apply to the assessment area.
F� Anadromous fish
F� Federally protected species or State endangered or threatened species
Q NCDWR riparian buffer rule in effect
F� Abuts a Primary Nursery Area (PNA)
F� Publicly owned property
Q N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F� Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F� Designated NCNHP reference community
0 Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Q Blackwater
Q Brownwater
0 Tidal (if tidal, check one of the following boxes) El Lunar E] Wind E] Both
Is the assessment area on a coastal island? E] Yes Z No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? El Yes E No
Does the assessment area experience overbank flooding during normal rainfall conditions? E] Yes E No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in
the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the
assessment area based on evidence an effect.
GS VS
EA F�A Not severely altered
EIB EB Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration
(Sub). Consider both increase and decrease in hydrology. A ditch 15 1 foot deep is considered to affect surface water only, while a ditch >
I foot deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
NA NA Water storage capacity and duration are not altered.
EIB F�B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
EIC OC Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
Water Storage/Surface Relief — assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. E]A E]A Majority of wetland with depressions able to pond water > 1 deep
EIB EIB Majority of wetland with depressions able to pond water 6 inches to I foot deep
EC EC Majority of wetland with depressions able to pond water 3 to 6 inches deep
EID F�D Depressions able to pond water < 3 inches deep
3b. F�A Evidence that maximum depth of inundation is greater than 2 feet
F�B Evidence that maximum depth of inundation is between I and 2 feet
NC Evidence that maximum depth of inundation is less than 1 foot
4. Soil Texture/Structure — assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. F�A Sandy soil
EB Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
F�C Loamy or clayey soils not exhibiting redoximorphic features
F�D Loamy or clayey gleyed soil
F�E Histosol or histic epipedon
4b. EA Soil ribbon < 1 inch
F�13 Soil ribbon �! 1 inch
4c. EA No peat or muck presence
F�13 A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub).
Examples of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
NA NA Little or no evidence of pollutants or discharges entering the assessment area
EJ B F�13 Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
EIC 0C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment
area (5M), and within 2 miles and within the watershed draining to the assessment area (2M).
WS 5M 2M
EJA EJA F�A > 10% impervious surfaces
EJ B E:113 F�13 Confined animal operations (or other local, concentrated source of pollutants
EIC EIC EIC 20% coverage of pasture
EJ D E:1D E:1D 20% coverage of agricultural land (regularly plowed land)
EJ E EJE F�E 20% coverage of maintained grass/herb
OF E:1F F�F 20% coverage of clear-cut land
OG EJG EJG Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer — assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
E]Yes ENo If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
F�A �! 50 feet
F�13 From 30 to < 50 feet
Fjc From 15 to < 30 feet
F�D From 5 to < 15 feet
F�E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
E:1!5 15 -feet wide E> 15 -feet wide El Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
E]Yes F�No
7e. Is stream or other open water sheltered or exposed?
F�Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
EJExposed — adjacent open water with width �: 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT)
and the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
EJA F�A 100 feet
EJ B F�B From 80 to < 100 feet
EIC F�C From 50 to < 80 feet
EJ D F�D From 40 to < 50 feet
EE EE From 30 to < 40 feet
EJ F F�F From 15 to < 30 feet
EJG F�G From 5 to < 15 feet
EJ H F�H < 5 feet
9. Inundation Duration — assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
EA Evidence of short -duration inundation (< 7 consecutive days)
F�B Evidence of saturation, without evidence of inundation
0C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
EA Sediment deposition is not excessive, but at approximately natural levels.
F�B Sediment deposition is excessive, but not overwhelming the wetland.
0C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
EIA
EIA
F�A
�! 500 acres
EIB
EIB
F�B
From 100 to < 500 acres
EIC
EIC
F�C
From 50 to < 100 acres
EID
EID
F�D
From 25 to < 50 acres
EIE
EIE
F�E
From 10 to < 25 acres
EIF
EIF
F�F
From 5 to < 10 acres
EIG
EIG
F�G
From 1 to < 5 acres
EIH
EIH
F�H
From 0.5 to < 1 acre
El
El
F�l
From 0.1 to < 0.5 acre
ED
ED
F�J
From 0.01 to < 0.1 acre
EIK
EIK
EK
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
F�A Pocosin is the full extent (�! 90%) of its natural landscape size.
F�B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
EIA
F�A
�! 500 acres
EIB
EB
From 100 to < 500 acres
EC
QC
From 50 to < 100 acres
E]D
F�D
From 10 to < 50 acres
EIE
F�E
< 10 acres
E]F
E]F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
E]Yes E]No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas �t 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
F�A 0
OB 1 to 4
OC 5 to 8
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
F�A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
EB Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
0C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity — assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
F�A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
F�B Vegetation diversity is low or has > 10% to 50% cover of exotics.
DC Vegetation is dominated by exotic species (> 50 % cover of exotics).
17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
NYes FiiiiiINo If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
�t 25% coverage of vegetation
F�B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
EIA EIA Canopy closed, or nearly closed, with natural gaps associated with natural processes
0
E]B E]B Canopy present, but opened more than natural gaps
C) EC EC Canopy sparse or absent
>1
8 EIA
EIA
Dense mid-story/sapling layer
U? EIB
Fiiiii1B
Moderate density mid-story/sapling layer
EC
EC
Mid-story/sapling layer sparse or absent
E]A
FiiiiiIA
Dense shrub layer
Moderate density layer
EB
EB
shrub
U) EIC
EIC
Shrub layer sparse or absent
-0 EA
EA
Dense herb layer
EIB
Fiiiii1B
Moderate density herb layer
EIC
EIC
Herb layer sparse or absent
18. Snags — wetland type condition metric (skip for all marshes)
F�A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
EB Not A
19. Diameter Class Distribution — wetland type condition metric (skip for all marshes)
Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
EC Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
EB Not A
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
EIA EIB EIC EID
W
�Aj W"Q'
22. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization,
diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
EA Overbank and overland flow are not severely altered in the assessment area.
Overbank flow is severely altered in the assessment area.
QC Overland flow is severely altered in the assessment area.
Both overbank and overland flow are severely altered in the assessment area.
Notes
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name Sample Plot 5-B Date of Assessment 4-13-16
Wetland Type Headwater Forest Assessor Name/Organization Craig R. Wyant
Notes on Field Assessment Form (Y/N) NO
Presence of regulatory considerations (Y/N) NO
Wetland is intensively managed (Y/N) NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) NO
Assessment area is substantially altered by beaver (Y/N) NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) NO
Assessment area is on a coastal island (Y/N) NO
Sub -function Rating Summary
Function Sub -function Metrics Rating
Hydrology Surface Storage and Retention Condition HIGH
Sub -surface Storage and Retention
Condition
HIGH
Water Quality Pathogen Change
Condition
HIGH
Condition/Opportunity
Opportunity Presence (Y/N)
Particulate Change
Condition
HIGH
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Soluble Change
Condition
MEDIUM
Condition/Opportunity
Opportunity Presence (Y/N)
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vecietation Comr)osition
Condition
MEDIUM
Function Rating Summary
Function Metrics Rating
Hydrology Condition HIGH
Water Quality Condition HIGH
Condition/Opportunity
Opportunity Presence (Y/N)
Habitat Condition LOW
Overall Wetland Rating HIGH
user ivianuai version z. -i
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT / SITE INFORMATION:
1. Project name (if any): Mint Hill Athletic Park S-2 2. Date of evaluation: 4-13-16
3. Applicant/owner name: Town of Mint Hill 4. Assessor name/organization: Craig R. Wyant RLA/SWS
5. County: Mecklenburg 6. Nearest named water body
7. River Basin: Yadkin on USGS 7.5 -minute quad: Clear Greek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.1877 80.6042
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Transect S-2 10. Length of assessment reach evaluated (feet): 720 If
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 5.0 F Unable to assess channel depth.
12. Channel width at top of bank (feet): 12.0 l assas:11smoM ronch n Mrnml�'�� "r, r
14. Feature type: (o- Perennial flow Intermittent flow 11 NA 11\,�nrsh Skom ii ii
STREAM RATING INFORMATION:
15. NC SAM Zone: I" Mountains (M) 16o" Piedmont (P) I" Inner Coastal Plain (1) Outer Coastal Plain (0)
16. Estimated geomorphic
valley shape (skip for I,- a il;' b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi2) 4"" Size 2 (0.1 to < 0.5 mi2) Size 3 (0.5 to < 5 mi2) Size 4 P 5 Mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? I" Yes 11;' No If Yes, check all that appy to the assessment area.
• Section 10 water r Classified Trout Waters r Water Supply Watershed ( � I 1�1 I I I,- III t", IV � V)
• Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
• Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
• Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
• Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
• Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? Yes I" No
1. Channel Water- assessment reach metric (skip for Size I streams and Tidal Marsh Streams)
�'#` A Water throughout assessment reach.
4" B No flow, water in pools only.
4" C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
4" A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
160" B Not A
3. Feature Pattern - assessment reach metric
4" A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
160" B Not A.
4. Feature Longitudinal Profile - assessment reach metric
A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
4" B Not A
5. Signs of Active Instability - assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
4" A < 10% of channel unstable
�'#` B 10 to 25% of channel unstable
4" C > 25% of channel unstable
6. Streamside Area Interaction - streamside area metric
Consider for the Left Bank (LB) and the Right Bank (1113).
LB RB
4" A (- A Little or no evidence of conditions that adversely affect reference interaction
B (o- B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited strearnside area access, disruption of flood flows through strearnside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
C r- C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through strearnside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
Water Quality Stressors - assessment reach/intertidal zone metric
Check all that apply.
F A 11 I:;mflorod MM�or in Mrnmn m iflorfiliLd ono (nifllky WNU�, l unnnhn-A �%Infinr ifi:Rmflornhon, ofll Shinon, Mi-in''Un firlmii�
F B (huriling A stril!�mn im
F C 1:!Vld11q1c0, ad 1131II11lutwit 111mJIN"g11:!6 thil:, vid ��,wsln( am0w
F D I Am (iinil!1 indinlifin udurd Mfllldo ndnrO
E (',urlolfl puhfishod or N!Iflock�d dnhn ndkmfinlq din'rimded �Ar�dor iprfl��y i�ni fliin� �URSO:S:RIIMM roncill i �:;mmm in flio
sor�km
F F 11 I�)OMMk MMh wco�;�; M Sfiomin rir iflorfi,!W ono
F G 41no in Mrnmn m iflorfiliLd ono
F H 11 )oprniilod III mqoUflhon in flio niRANA nnin� (irolimr,�A, l roqulm- III Violill I�1,
F I I A or �oxpWlii in
Fv J Little to no stressors
8. Recent Weather - watershed metric
For Size I or 2 streams, DI drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
4" A Drought conditions and no rainfall or rainfall not exceeding I inch within the last 48 hours
4" B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
160" C No drought conditions
9 Large or Dangerous Stream - assessment reach metric
� Yes �'#` N o Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Strearnside Area Ground Surface Condition).
10. Natural In -stream Habitat Types - assessment reach metric
I Oa. I" Yes il;' No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
I ob. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
F A Multiple aquatic macrophytes and aquatic mosses -7, Ln F F 5% oysters or other natural hard bottoms
E
(include liverworts, lichens, and algal mats) m F G Submerged aquatic vegetation
rv- B Multiple sticks and/or leaf packs and/or emergent F H Low -tide refugia (pools)
vegetation o F I Sand bottom
F C Multiple snags and logs (including lap trees) 2
M F J 5% vertical bank along the marsh
F D 5% undercut banks and/or root mats and/or roots C) F K Little or no habitat
in banks extend to the normal wetted perimeter
F E Little or no habitat
'********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. I`- Yes il;' No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
rv- A Riffle -run section (evaluate 11 c)
F B Pool -glide section (evaluate 11 d)
r- C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach - whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) =
absent, Rare (R) = present but:5 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
4 Bedrock/saprolite
4 Boulder (256 - 4096 mm)
60" r- 111- Cobble (64 - 256 mm)
60" r- I" Gravel (2 - 64 mm)
60" r- I" Sand (.062 - 2 mm)
1,- 4 1" Silt/clay (< 0.062 mm)
4 111- Detritus
4 1" Artificial (rip -rap, concrete, etc.)
i i I r., es N 111 )'Vii�! prJOS fifliud �Ar�lh siiidniii�,�it? (sliklip foil' &Ze 11, coastall 111311alin stile::Imsand flii)M MarMii Stri::1,anins)
12. Aquatic Life - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. 11;' Yes I,- No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. 4" No Water I" Other:
12b. 11;' Yes I" No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
I >1 Numbers over columns refer to "individuals" for size I and 2 streams and "taxa" for size 3 and 4 streams.
F Adult frogs
F Aquatic reptiles
R Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
F Beetles (including water pennies)
R Caddisfly larvae (Trichoptera [T])
F Asian clam (Corbicula)
F Crustacean (isopod/am phi pod/crayfish/shri m p)
F Damselfly and dragonfly larvae
F Dipterans (true flies)
F Mayfly larvae (Ephemeroptera [E])
F Megaloptera (alderfly, fishfly, dobsonfly larvae)
F Midges/mosquito larvae
I- Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
F Mussels/Clams (not Corbicula)
R Other fish
F Salamanders/tad poles
F Snails
F Stonefly larvae (Plecoptera [P])
F Tipulid larvae
F Worms/leeches
13. Strearnside Area Ground Surface Condition — strearnside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
�'#` A (o— A Little or no alteration to water storage capacity over a majority of the strearnside area
4" B ir— B Moderate alteration to water storage capacity over a majority of the strearnside area
1�11 C r— C Severe alteration to water storage capacity over a majority of the strearnside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Strearnside Area Water Storage — strearnside area metric (skip for Size I streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the strearnside area.
LB RB
4" A A Majority of strearnside area with depressions able to pond water �: 6 inches deep
4" B B Majority of strearnside area with depressions able to pond water 3 to 6 inches deep
160" C (0— C Majority of strearnside area with depressions able to pond water < 3 inches deep
15. Wetland Presence — strearnside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the strearnside area or within the
normal wetted perimeter of assessment reach.
LB RB
4" Y ir— Y Are wetlands present in the strearnside area?
�'o` N (o— N
16. Baseflow Contributors — assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
Fv A Streams and/or springs (jurisdictional discharges)
Fv B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
F C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
F D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
Fv E Stream bed or bank soil reduced (dig through deposited sediment if present)
F F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
F A 11 Id1CIH0C iDf firionin thill, LASSUSSI111111!nt Ifinii1iidii�s iriii,is UXC�AV�:it'C'd fi�ir puln1p !III
F B I )bstiriuiuflon not passIin�q flo�%' 6 111 I� q w%, fliwu pii�rIods �:011�ullwj thu issii�ISSIHICHI I (110X� VV�LitiilrtI�qht IL:W`�, 81!Xflnniin�t d1upoSIQ
F C � firlball � 80 1 h:M � I� 2411/4 !111 11�11311J,,ilou:s swr�iiuc fW VV�AIIC,rshiixl)
D 11 th�:it thiu, sliru��oin SI�1111!, :iriih:i l I nodffiud iiisuNnq in �icucIii�r�itiud draln�iqii�! into 11hilu, LASSUSSIIH!nt
E Assiussiiniiinl iii�i'Ch to IXI�11111
F None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
4" A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
�'#` B Degraded (example: scattered trees)
4" C Stream shading is gone or largely absent
19. Buffer Width — strearnside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated
Wooded
LB RB
LB RB
q'i" A (o— A
I" A �` A
�: I 00 -feet wide or extends to the edge of the watershed
4" B ir— B
11;. B 4, B
From 50 to < I 00 -feet wide
q11 C C
I,- C C
From 30 to < 50 -feet wide
4" D D
10- D D
From 10 to< 30 -feet wide
4" E E
10- E E
< 1 0 -feet wide or no trees
20. Buffer Structure — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB RB
4" A q'i" A Mature forest
160" B 4" B Non -mature woody vegetation or modified vegetation structure
4 11 C 4" C Herbaceous vegetation with or without a strip of trees < 10 feet wide
4" D 4" D Maintained shrubs
4" E 4" E Little or no vegetation
21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RIB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
AUHs , 30 30 bO
11 B R B 11 B R B 11 B IR B
l�� �'. )8, lr� A� r., )!,�, r., A� q- )!,�, lr� )A Roo'' 11�xi��q��s
ql. 113 qv- jj::� 113 11:3 q- 113 11:3 \1:1hnL:1hn0d �uirr
C ql.
11:� Ras�ure (no
q11 q- 11 1 11 R:Is�ure
22. Stem Density — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
q'i" A q'i" A Medium to high stem density
B B Low stem density
C C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > I 0 -feet wide.
LB RB
q'i" A q'i" A The total length of buffer breaks is < 25 percent.
B B The total length of buffer breaks is between 25 and 50 percent.
C C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
4" A 4" A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
160" B 160" B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing ar-
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
4 11 C 4" C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity — assessment reach metric (skip for all Coastal Plain streams)
25a. 111— Yes il;' No Was a conductivity measurement recorded?
If No, select one of the following reasons. 4" No Water 11;' Other: No meter
?'5b, 1� 111:ck thii:! jw� con uspon�dlnq to &ii, uondiuiufl�,,d� (uidts lDf 11AA CcOhniubuv)
A < 4 5 jj::� :� 1� ql. 11)
5 to < 67 11� 1157' to < 79 79 to < 230 �1 11 ?30
Notes/Sketch:
Attached items include:
1. Site photographs
2. Survey of stream
3. Sketch of cross section
4. USACE Stream Quality Assessment Worksheet
5. NCDWQ Stream Identification Form Version 4.11
6. USACE JD Basis Form
NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Mint Hill Athletic Park S-2
Stream Category Pbl
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Rating Su
Date of Evaluation 4-13-16
Assessor Name/Organization Craig R. Wyant RLA/SWS
YES
NO
YES
Perennial
USACE/ NCDWR
All Streams Intermittent
(1) Hydrology
MEDIUM
(2) Baseflow
HIGH
(2) Flood Flow
MEDIUM
(3) Strearnside Area Attenuation
MEDIUM
(4) Floodplain Access
MEDIUM
(4) Wooded Riparian Buffer
HIGH
(4) Microtopography
NA
(3) Stream Stability
MEDIUM
(4) Channel Stability
MEDIUM
(4) Sediment Transport
HIGH
(4) Stream Geomorphology
MEDIUM
(2) Strearn/Intertidal Zone Interaction
NA
(2) Longitudinal Tidal Flow
NA
(2) Tidal Marsh Stream Stability
NA
(3) Tidal Marsh Channel Stability
NA
(3) Tidal Marsh Stream Geomorphology
NA
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
HIGH
HIGH
HIGH
HIGH
MEDIUM
NO
HIGH
NA
(1) Habitat
HIGH
(2) In -stream Habitat
HIGH
(3) Baseflow
HIGH
(3) Substrate
HIGH
(3) Stream Stability
MEDIUM
(3) In -stream Habitat
HIGH
(2) Stream -side Habitat
HIGH
(3) Stream -side Habitat
HIGH
(3) Thermoregulation
HIGH
(2) Tidal Marsh In -stream Habitat
NA
(3) Flow Restriction
NA
(3) Tidal Marsh Stream Stability
NA
(4) Tidal Marsh Channel Stability
NA
(4) Tidal Marsh Stream Geomorphology
NA
(3) Tidal Marsh In -stream Habitat
NA
(2) Intertidal Zone Habitat
NA
Overall
HIGH
user ivianuai version z. -i
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT / SITE INFORMATION:
1. Project name (if any): Mint Hill Athletic Park S -2A 2. Date of evaluation: 4-13-16
3. Applicant/owner name: Town of Mint Hill 4. Assessor name/organization: Craig R. Wyant RLA/SWS
5. County: Mecklenburg 6. Nearest named water body
7. River Basin: Yadkin on USGS 7.5 -minute quad: Clear Greek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.1869 80.6046
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Transect S -2A 10. Length of assessment reach evaluated (feet): 64 If
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 4.0 Unable to assess channel depth.
12. Channel width at top of bank (feet): 8.0 l assas:11smoM ronch n Mrnml�'�� "r, N
14. Feature type: (- Perennial flow (o- Intermittent flow 11 NA 11\,�nrsh Skom ii ii
STREAM RATING INFORMATION:
15. NC SAM Zone: I" Mountains (M) 16o" Piedmont (P) I" Inner Coastal Plain (1) Outer Coastal Plain (0)
16. Estimated geomorphic
valley shape (skip for I,- a il;' b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi2) 4"" Size 2 (0.1 to < 0.5 mi2) Size 3 (0.5 to < 5 mi2) Size 4 P 5 Mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? Yes I" No If Yes, check all that appy to the assessment area.
• Section 10 water r Classified Trout Waters r Water Supply Watershed ( � I 1�1 I I I,- III t", IV � V)
• Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
• Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
• Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
• Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
• Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? Yes I" No
1. Channel Water- assessment reach metric (skip for Size I streams and Tidal Marsh Streams)
�'#` A Water throughout assessment reach.
4" B No flow, water in pools only.
4" C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
4" A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
160" B Not A
3. Feature Pattern - assessment reach metric
4" A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
160" B Not A.
4. Feature Longitudinal Profile - assessment reach metric
4" A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
B Not A
5. Signs of Active Instability - assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
4" A < 10% of channel unstable
�'#` B 10 to 25% of channel unstable
4" C > 25% of channel unstable
6. Streamside Area Interaction - streamside area metric
Consider for the Left Bank (LB) and the Right Bank (1113).
LB RB
4" A (- A Little or no evidence of conditions that adversely affect reference interaction
B (o- B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited strearnside area access, disruption of flood flows through strearnside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
C r- C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through strearnside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
Water Quality Stressors - assessment reach/intertidal zone metric
Check all that apply.
F A 11 I:;mflorod MM�or in Mrnmn m iflorfiliLd ono (nifllky WNU�, l unnnhn-A �%Infinr ifi:Rmflornhon, ofll Shinon, Mi-in''Un firlmii�
F B (huriling A stril!�mn im
F C 1:!Vld11q1c0, ad 1131II11lutwit 111mJIN"g11:!6 thil:, vid ��,wsln( am0w
F D I Am (iinil!1 indinlifin udurd Mfllldo ndnrO
E (',urlolfl puhfishod or N!Iflock�d dnhn ndkmfinlq din'rimded �Ar�dor iprfl��y i�ni fliin� �URSO:S:RIIMM roncill i �:;mmm in flio
sor�km
F F 11 I�)OMMk MMh wco�;�; M Sfiomin rir iflorfi,!W ono
F G 41no in Mrnmn m iflorfiliLd ono
F H 11 )oprniilod III mqoUflhon in flio niRANA nnin� (irolimr,�A, l roqulm- III Violill I�1,
F I I A or �oxpWlii in
Fv J Little to no stressors
8. Recent Weather - watershed metric
For Size I or 2 streams, DI drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
4" A Drought conditions and no rainfall or rainfall not exceeding I inch within the last 48 hours
4" B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
160" C No drought conditions
9 Large or Dangerous Stream - assessment reach metric
� Yes �'#` N o Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Strearnside Area Ground Surface Condition).
10. Natural In -stream Habitat Types - assessment reach metric
I Oa. I" Yes il;' No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
I ob. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
:: :: -7, Ln F
A Mullfip�il�i, aqmafic :u"I InICISSICS E r 5% oysters or other natural hard bottoms
�Imckidil!' Idilluns, :Md ::d�J�Lfl 111ILL&IS)i m F G Submerged aquatic vegetation
Q)
F B :011�1d/oy �:nndlor 111111111V1111110 -t= -2:, F H Low -tide refugia (pools)
U, C: r- I Sand bottom
-r- 0
F C �md logs (Inickidhng �::�p ftii�es 2
-c- CZ F J 5% vertical bank along the marsh
F D b'!X, ulIdiliv,V ji�:uiks �mdlor ou� 1111N:ds ::011d/uly I C) F K Little or no habitat
h� uAlund ul flw Wrr1rN:d "uefled 11�lurhHICUIJ
rv- E Little or no habitat
'********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. I`- Yes il;' No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
rv- A Riffle -run section (evaluate 11 c)
F B Pool -glide section (evaluate 11 d)
r- C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach - whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) =
absent, Rare (R) = present but:5 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 - 4096 mm)
1,- 4 Cobble (64 - 256 mm)
1,- 160" 1" Gravel (2 - 64 mm)
1,- 160" 1" Sand (.062 - 2 mm)
1,- 4 1" Silt/clay (< 0.062 mm)
4 111- Detritus
4 1" Artificial (rip -rap, concrete, etc.)
i i I r., es N 111 )'Vii�! prJOS fifliud �Ar�lh siiidniii�,�it? (sliklip foil' &Ze 11, coastall 111311alin stile::Imsand flii)M MarMii Stri::1,anins)
12. Aquatic Life - assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. 11;' Yes I,- No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. 4" No Water I" Other:
12b. 11;' Yes I" No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
I >1 Numbers over columns refer to "individuals" for size I and 2 streams and "taxa" for size 3 and 4 streams.
F Adult frogs
F Aquatic reptiles
F Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
F Beetles (including water pennies)
F Caddisfly larvae (Trichoptera [T])
F Asian clam (Corbicula)
F Crustacean (isopod/am phi pod/crayfish/shri m p)
F Damselfly and dragonfly larvae
F Dipterans (true flies)
F Mayfly larvae (Ephemeroptera [E])
F Megaloptera (alderfly, fishfly, dobsonfly larvae)
F Midges/mosquito larvae
I- Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
F Mussels/Clams (not Corbicula)
F Other fish
F Salamanders/tad poles
F Snails
F Stonefly larvae (Plecoptera [P])
F Tipulid larvae
F Worms/leeches
13. Strearnside Area Ground Surface Condition — strearnside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
4" A (— A Little or no alteration to water storage capacity over a majority of the strearnside area
4" B ir— B Moderate alteration to water storage capacity over a majority of the strearnside area
1�11 C r— C Severe alteration to water storage capacity over a majority of the strearnside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Strearnside Area Water Storage — strearnside area metric (skip for Size I streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the strearnside area.
LB RB
4" A A Majority of strearnside area with depressions able to pond water �: 6 inches deep
4" B B Majority of strearnside area with depressions able to pond water 3 to 6 inches deep
1�11 C C Majority of strearnside area with depressions able to pond water < 3 inches deep
15. Wetland Presence — strearnside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the strearnside area or within the
normal wetted perimeter of assessment reach.
LB RB
4" Y ir— Y Are wetlands present in the strearnside area?
�'#` N (o— N
16. Baseflow Contributors — assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
F A Streams and/or springs (jurisdictional discharges)
Fv B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
F C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
F D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
Fv E Stream bed or bank soil reduced (dig through deposited sediment if present)
F F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
F A 11 Id1CIH0C iDf firionin thill, LASSUSSI111111!nt Ifinii1iidii�s iriii,is UXC�AV�:it'C'd fi�ir puln1p !III
F B I )bstiriuiuflon not passIin�q flo�%' 6 111 I� q w%, fliwu pii�rIods �:011�ullwj thu issii�ISSIHICHI I (110X� VV�LitiilrtI�qht IL:W`�, 81!Xflnniin�t d1upoSIQ
F C � firlball � 80 1 h:M � I� 2411/4 !111 11�11311J,,ilou:s swr�iiuc fW VV�AIIC,rshiixl)
D 11 th�:it thiu, sliru��oin SI�1111!, :iriih:i l I nodffiud iiisuNnq in �icucIii�r�itiud draln�iqii�! into 11hilu, LASSUSSIIH!nt
E Assiussiiniiinl iii�i'Ch to IXI�11111
F None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
�'#` A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
4" B Degraded (example: scattered trees)
4" C Stream shading is gone or largely absent
19. Buffer Width — strearnside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated
Wooded
LB RB
LB RB
q'i" A (o— A
I" A �` A
�: I 00 -feet wide or extends to the edge of the watershed
4" B ir— B
11;. B 4, B
From 50 to < I 00 -feet wide
q11 C C
I,- C C
From 30 to < 50 -feet wide
4" D D
10- D D
From 10 to< 30 -feet wide
4" E E
10- E E
< 1 0 -feet wide or no trees
20. Buffer Structure — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB RB
q'i" A 4" A Mature forest
4 B 160" B Non -mature woody vegetation or modified vegetation structure
4 C 4" C Herbaceous vegetation with or without a strip of trees < 10 feet wide
4" D 4" D Maintained shrubs
4" E 4" E Little or no vegetation
21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RIB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
AUHs , 30 30 bO
11 B R B 11 B R B 11 B IR B
l�� �'. )8, lr� A� r., )!,�, r., A� q- )!,�, lr� )A Roo'' 11�xi��q��s
ql. 113 qv- jj::� 113 11:3 q- 113 11:3 \1:1hnL:1hn0d �uirr
C ql.
11:� Ras�ure (no
q11 q- 11 1 11 R:Is�ure
22. Stem Density — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
q'i" A q'i" A Medium to high stem density
B B Low stem density
C C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > I 0 -feet wide.
LB RB
� A � A The total length of buffer breaks is < 25 percent.
q'i" B q'i" B The total length of buffer breaks is between 25 and 50 percent.
l�� 11 C � C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
4" A 4" A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
160" B 160" B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing ar-
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
4 11 C 4" C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity — assessment reach metric (skip for all Coastal Plain streams)
25a. 111— Yes il;' No Was a conductivity measurement recorded?
If No, select one of the following reasons. 4" No Water 11;' Other: No meter
?'5b, 1� 111:ck thii:! jw� con uspon�dlnq to &ii, uondiuiufl�,,d� (uidts lDf 11AA CcOhniubuv)
A < 4 5 jj::� :� 1� ql. 11)
5 to < 67 11� 1157' to < 79 79 to < 230 �1 11 ?30
Notes/Sketch:
Attached items include:
1. Site photographs
2. Survey of stream
3. Sketch of cross section
4. USACE Stream Quality Assessment Worksheet
5. NCDWQ Stream Identification Form Version 4.11
6. USACE JD Basis Form
NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Mint Hill Athletic Park S -2A
Stream Category Pbl
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Date of Evaluation 4-13-16
Assessor Name/Organization Craig R. Wyant RLA/SWS
YES
NO
YES
Intermittent
USACE/
NCDWR
Function Class Rating Summary
All Streams
Intermittent
(1) Hydrology
HIGH
HIGH
(2) Baseflow
HIGH
HIGH
(2) Flood Flow
HIGH
HIGH
(3) Strearnside Area Attenuation
MEDIUM
MEDIUM
(4) Floodplain Access
MEDIUM
MEDIUM
(4) Wooded Riparian Buffer
HIGH
HIGH
(4) Microtopography
NA
NA
(3) Stream Stability
HIGH
HIGH
(4) Channel Stability
MEDIUM
MEDIUM
(4) Sediment Transport
HIGH
HIGH
(4) Stream Geomorphology
HIGH
HIGH
(2) Strearn/Intertidal Zone Interaction
NA
NA
(2) Longitudinal Tidal Flow
NA
NA
(2) Tidal Marsh Stream Stability
NA
NA
(3) Tidal Marsh Channel Stability
NA
NA
(3) Tidal Marsh Stream Geomorphology
NA
NA
(1) Water Quality
LOW
LOW
(2) Baseflow
HIGH
HIGH
(2) Streamside Area Vegetation
MEDIUM
MEDIUM
(3) Upland Pollutant Filtration
MEDIUM
MEDIUM
(3) Thermoregulation
HIGH
HIGH
(2) Indicators of Stressors
NO
NO
(2) Aquatic Life Tolerance
LOW
NA
(2) Intertidal Zone Filtration
NA
NA
(1) Habitat
HIGH
HIGH
(2) In -stream Habitat
MEDIUM
MEDIUM
(3) Baseflow
HIGH
HIGH
(3) Substrate
HIGH
HIGH
(3) Stream Stability
MEDIUM
MEDIUM
(3) In -stream Habitat
LOW
LOW
(2) Stream -side Habitat
HIGH
HIGH
(3) Stream -side Habitat
HIGH
HIGH
(3) Thermoregulation
HIGH
HIGH
(2) Tidal Marsh In -stream Habitat
NA
NA
(3) Flow Restriction
NA
NA
(3) Tidal Marsh Stream Stability
NA
NA
(4) Tidal Marsh Channel Stability
NA
NA
(4) Tidal Marsh Stream Geomorphology
NA
NA
(3) Tidal Marsh In -stream Habitat
NA
NA
(2) Intertidal Zone Habitat
NA
NA
Overall
HIGH
HIGH