20200159 Ver 1_Notice of Incomplete Application_20201218

Strickland, Bev
From:
Daniel Kuefler <[e-mail]>
Sent:
Friday, December 18, 2020 9:32 AM
To:
Shaeffer, David Leigh (Dave) CIV USARMY CESAW (USA)
Cc:
Johnson, Alan; Len Rindner
Subject:
[External] Re: SAW-2020-00255 Southwood Realty, Seasons at Lake Norman (Notice
of Incomplete Application)
Attachments:
SAW_2020_00255 Responses to USACE comments.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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Dave,
Thank you for providing detailed and thoughtful comments on our PCN submittal for the Seasons at Lake
Norman site (SAW-2020-00255). In cooperation with the project engineers, we have worked to provide the
updated materials regarding the site's previous history and
updated mitigation proposal that you have requested. Please see attached and below detailed responses to your
questions - thank you in advance for your patience with this atypical project history and for your consideration
of these materials.
Daniel
Response to Comment `a':
As we have been made aware through correspondence with USACE, a nationwide permit was
previously issued for this site in May 2001 (SAW-2001-30276). The conditions of this 2001
permit required the proposed impacts to be mitigated for by the creation of an extended
detention wetland. A rough sketch provided within the permit documentation noted that the
size and shape of this feature would be subject to specific design requirements and NCDWQ
approval. However, ultimately, this extended detention wetland was never designed or built.
To determine the acreage of the extended detention wetland that would have met the
conditions of the previous permit, the current project engineers have worked through the
design requirements for what would have been built based on the guidance at that time. The
project engineers have calculated that a 0.55 ac extended detention wetland would have been
required based on design guidance, site conditions, drainage area, etc. Please refer to the
attached design calculations worksheet and schematic provided by the project engineers for
these details.
As previously discussed with USACE, it is our understanding that the area of the wetland that
was required by the previous permit but never constructed (0.55 ac; SAW-2001-30276) will be
considered as an impact cumulatively with the wetland impacts required by the current project
(0.05 ac; SAW-2020-00255). Hence, to compensate for the cumulative permanent wetland
impacts on this site, the applicant is proposing payment to the NCDMS at a 2:1 ratio for 0.6 ac
of wetland impacts. A conditional acceptance letter from the NC In -Lieu Fee program is
attached.

Response to Comment `b':
The adjacent property (PID: 4637483781) known as "Doolie Tract" was delineated by WEPG in
November 2013 and was reviewed again in November 2020 to reassess current conditions. To
our knowledge, this site was previously developed without impacts to any 401/404
jurisdictional aquatic features. The original delineation maps and forms for this parcel are
included here for reference, as well as an updated delineation map showing the current
conditions of the combined Doolie Tract and Seasons at Lake Norman areas, as requested.
On Fri, Jun 26, 2020 at 4:57 PM Shaeffer, David Leigh (Dave) CIV USARMY CESAW (USA)
<David.L.Shaeffergusace.army. mil> wrote:
Daniel,
On February 7, 2020 we received the after -the -fact permit application you submitted on behalf of Southwood Realty to
place fill material in 0.05 acre of wetlands in Mooresville, Mecklenburg County, North Carolina. A signed tolling
agreement was completed on June 3, 2020. 1 have completed my initial review of the application and I have
determined that it is incomplete. The following information is necessary to complete this application:
a. According to our records, an after -the -fact Nationwide Permit 39 was issued on May 29, 2001 to place fill material in
0.2 acre of wetlands and 250 linear feet of stream to facilitate the construction of a stormwater treatment wetland
associated with a recreational development. According to recent satellite imagery and a jurisdictional determination
issued under file number SAW-2015-00929, I have determined that the site is not in compliance with the 2001 permit.
Accordingly, this non-compliance must be resolved in one of the following ways:
1. Restore the proposed constructed wetland areas as shown in the 2001 permit.
2. Submit a plan to compensate for the impacts proposed by the current after -the -fact Nationwide Permit
request in addition to the 1.29 acre of wetlands proposed under the 2001 permit.
b. In accordance with 2017 Nationwide Permit general condition 32(b)(5), the PCN must include a delineation of
wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and
ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method
required by the Corps. It appears that the activity on the adjacent property (parcel number 4637483781) is the first
phase of the proposed development since the property is owned by the applicant and is the same development type.
Please modify the delineation report to include this additional area.
Please provide the information requested above in ONE consolidated response within 30-days of the date of this
correspondence. Please contact me via telephone or e-mail if you have questions.
Sincerely,
David L. Shaeffer
Geographer
U.S. Army Corps of Engineers
South Atlantic Division
Desk: 704-510-1437
www.wetlands-ep,o,,.com

Dave,
Thank you for providing detailed and thoughtful comments on our PCN submittal for the
Seasons at Lake Norman site (SAW-2020-00255). In cooperation with the project engineers, we
have worked to provide the updated materials regarding the site's previous history and
updated mitigation proposal that you have requested. Thank you in advance for your patience
with this atypical project history and for your consideration of these materials.
Daniel
Response to Comment 'a':
As we have been made aware through correspondence with USACE, a nationwide permit was
previously issued for this site in May 2001 (SAW-2001-30276). The conditions of this 2001
permit required the proposed impacts to be mitigated for by the creation of an extended
detention wetland. A rough sketch provided within the permit documentation noted that the
size and shape of this feature would be subject to specific design requirements and NCDWQ
approval. However, ultimately, this extended detention wetland was never designed or built.
To determine the acreage of the extended detention wetland that would have met the
conditions of the previous permit, the current project engineers have worked through the
design requirements for what would have been built based on the guidance at that time. The
project engineers have calculated that a 0.55 ac extended detention wetland would have been
required based on design guidance, site conditions, drainage area, etc. Please refer to the
attached design calculations worksheet and schematic provided by the project engineers for
these details.
As previously discussed with USACE, it is our understanding that the area of the wetland that
was required by the previous permit but never constructed (0.55 ac; SAW-2001-30276) will be
considered as an impact cumulatively with the wetland impacts required by the current project
(0.05 ac; SAW-2020-00255). Hence, to compensate for the cumulative permanent wetland
impacts on this site, the applicant is proposing payment to the NCDMS at a 2:1 ratio for 0.6 ac
of wetland impacts. A conditional acceptance letter from the NC In -Lieu Fee program is
attached.
Response to Comment 'W:
The adjacent property (PID: 4637483781) known as "Doolie Tract" was delineated by WEPG in
November 2013 and was reviewed again in November 2020 to reassess current conditions. To
our knowledge, this site was previously developed without impacts to any 401/404
jurisdictional aquatic features. The original delineation maps and forms for this parcel are
included here for reference, as well as an updated delineation map showing the current
conditions of the combined Doolie Tract and Seasons at Lake Norman areas, as requested.

Excerpt from SAW-2001-30276 showing approximate sketch of Extended
Detention Wetland to be built
WETLAND IMPACTS ±0.20 ACRES
INTERMITTENT STREAM IMPACTS ±250 LF
MARSH ZONE
mi►, wr oae
�.•u �wx
FOREBAY
o
=_
x
i�
PROPOSED LOCATION OF
EXTENDED DETENTION WETLANDS
AS REQUIRED
MICROPOOL
. � m
FUTURE DEVELOPMENT' w
�CR
Pffrvsl�Ij
791A1
71
�L
BEREA 401.
JJ .r r
I
b � I
BEREA BAPTIST Cflt A7M
s e1�3'sr• E ue..r ` 7081386 ,
SIZE AND SHAPE OF THIS AREA SUBJECT TO
SPECIFIC DESIGN REQUIREMENTS AND NCDWQ
APPROVAL
MINIATURE GOLF COURSE AND RACE CAR TRACK
SITE PLAN WITH STORMWATER MANAGEMENT AREA

(rmrll p_7C�Ll
esign sc emetic provided y current project engineers 0, see � ` -1t��
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Design Calculation Worksheet provided by current project enginners
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
Project name Seasons at Lake Norman
Contact name John Hart
Phone number 704-664-7888
Date August 31, 2020
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
253,955.00 ft2
Impervious area
76,793.00 ft2
Percent impervious
30.2% %
Design rainfall depth
RD inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
2.80
in
1-yr, 24-hr intensity
0.12
in/hr
Pre -development 1-yr, 24-hr runoff
11.43
ft3/sec
Post -development 1-yr, 24-hr runoff
14.95
ft3/sec
Pre/Post 1-yr, 24-hr peak control
3.52
ft3/sec
Storage Volume: Non -SA Waters
Minimum required volume
11,304.00
ft3
Volume provided (temporary pool volume) 15,149.00 ft3
Storage Volume: SA Waters Parameters
1.5" runoff volume
ft3
Pre -development 1-yr, 24-hr runoff volume
ft3
Post -development 1-yr, 24-hr runoff volume
ft3
Minimum volume required
ft3
Volume provided
ft3
Outlet Design
Depth of temporary pool/ponding depth (DPlants)
12.00 in
Drawdown time
2.50 days
Diameter of orifice 6.00 in
Coefficient of discharge (CD) used in orifice diameter
0.60 (unitless)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.33 ft
#VALUE!
OK
OK
Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
23,975.00 ft2
OK
Shallow Land
7,469.00 ft2
OK
The shallow land percentage is:
31 % %
Shallow Water
9,400.00 ft2
OK
The shallow water percentage is:
39% %
Deep Pool
Forebay portion of deep pool (pretreatment)
2,768.00 ft2
OK
The forebay surface area percentage is:
12% %
Non-forebay portion of deep pool
3,516.00 ft2
OK
The non-forebay deep pool surface area percentage is:
15% %
Total of wetland zone areas
23,153.00 ft2
Enter data into the shaded cells in this section.
Add or subtract the following area from the zones
-822.00 ft2
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
809.00 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
808.00 ft amsl
Shallow Water bottom
807.50 ft amsl
Most shallow point of deep pool's bottom
806.00 ft amsl
Deepest point of deep pool's bottom
805.00 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
N (Y or N)
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
ft amsl
OK
This design meets Option #2,
Y (Y or N)
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
6.00 in
OK
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
24.00 in
OK
Deep Pool (deepest)
36.00 in
OK
Planting Plan
Are cattails included in the planting plan?
N (Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4+ cubic -inch container)
2,350
Number of Plants recommended in Shallow Land Area:
Herbaceous (4+ cubic -inch container), OR
1,900
Shrubs (1 gallon or larger), OR
304
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
38 and
1,520
Number of Plants provided in Shallow Water Area:
Herbaceous (4+ cubic -inch container)
2,400
OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4+ cubic -inch container)
Shrubs (1 gallon or larger)
OK
Trees (3 gallon or larger) and
40
OK
Grass -like Herbaceous (4+ cubic -inch)
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Y
(Y or N)
OK
Does project drain to SA waters? If yes,
Y
(Y or N)
OK
What is the length of the vegetated filter?
ft
Are calculations for supporting the design volume provided in the
Y
(Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
Y
(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
2.13 :1
OK
Approximate wetland length
266.00 ft
Approximate wetland width
125.00 ft
Approximate surface area using length and width provided
33,250.00
ftz
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
Y
(Y or N)
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 3 of 3

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
William Ratchford
Triangle Real Estate
PO Box 4158
Gastonia, NC 28054
Project: Seasons at Lake Norman
NORTH CAROLINA
Environmental Quality
December 17, 2020
Expiration of Acceptance: 6/17/2021
County: Iredell
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 note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the 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. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. 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
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Catawba
03050101
Riparian Wetland
0.6
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.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
cc: Daniel Kuefler, agent
Sincerely,
FOR James. B Stanfill
Asset Management Supervisor
ry[,w C+AV"UN R �lE�l Q>
GpM41wt Of FwYFmwL10rN�
North Carolina Department of Errvironmental Quality I Division of Mitigation Services
217 W.]one s Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919,707.8976

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DOULIE TRACT
Mooresville, NC
LEONARD S. RINDNER PLLC Sheet: Page -
Figure No. Wetlands & Environmental Planning Group
DUULIE TRACT
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 - 2277
LEN.RINDNf [e-mail]
VICINITY MAP
*Approximate Boundary
Drawn Re►•imed
by. NRN I by- l.SR
Dale:
11-14-13

DOOLIE TRACT
Mooresville, NC
LEONARD S. RINDNER PLLC
Figure No. Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 - 2277
LEN. RiNDN ER. PW S Ggmai 1. cam
DOOLIE TRACT
AERIAL MAP
*Approximate Boundary
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H U C: 03.050101
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LTSGS QUAD Scale
Lake Norman N, NC 1.-24,00O
Figure No. LEONARD S. RINDNER 1'l-I C
Wetlands & Environmental Planning Group
3714 Spokeshave lane
Matthews. NC 21105
(704) Boa - 2277
LEN.RINDNER.PWSC;nlail.wln
DOOLIE TRACT
USGS MAP
"Approximate M)undary
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Date:
11-14-13

DOOLIE TRACT
Mooresville, NC
Figure No. I
LEONARD S. 1tINDNER PLLC
Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, NC 28105
(704) 904 — 2277
LEN. RINDNER. PW SGwgmai1.corn
DOOLIE TRACT
SOILS MAP
*Approximate Boundary
sheet: I Page:
Drawn I Reviewed
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11-14-13

DOOLIE TRACT
Mooresville, NC
I
SWALE
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j
PERENNIAL RPW A
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-
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Figure No. Wetlands & Environmental Planning Croup
3714 Spokeshave Lane
Matthews, NC 28105
{704} 904 - 2277
LEN. RINDNER.PWSCgmad-com
DOOLIE TRACT
PRELIMINARY MAP
`Approximate Boundary
Subject to USACE Verification
Sheet:
Page:
Drawn
Reviewed
hy: NRN
by: LSR
Date:
11-25-13

STREAM REACH EVALUATION FORM
RPW A
Perennial
Date: 11/25113 1 Evaluator: I NRNJLSR Eastin : 80.9023 W
Pra ect: Doolie Tract: Perennial RPW A Northing: 35.6113 N
Total Points:
Stream is at least intermittent if > 19 or perennial if > 30*
(right -click the ourole number and left -click Update Field to summarize points)
A. Geomorphology
Absent
Weak
Moderate
Strong
SCORE
1. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel alon2 thalvveg
0
1
2
3
1
3. In -channel structure: riffle- J step- pool sequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
3
5. Active/relic flood lain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
1
9. Grade controls
0
0.5
1
1.5
1.5
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
0
GeomorphologyGeornorphology Subtotal
1-11-1I1 C. UI --a I- .c,.IVV• - ­­r'r. - --- .--- "'I' '--'
R H�rirninr�ri
12. Presence of Baseflow
0
1
2
3
3
13, Iron Oxidizing Bacteria
0
1
2
3
2
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Dr anic debris lines or piles (Wrack lines)
0
0.5
1
1.5
1
17, Soil -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
r_ Rininnu
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. A uatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0.5
23. Crayfish
0
0.5
1
1.5
1
24. Amphibians
0
0.5
1
1.5
0
25.Alae
0
0.5
1
1.5
1
26. Wetland plants in streambed
FACW=
0.75, ❑BL= 1.5. Other= 0
0
Biology Subtotal
__ perennial su Cdl I1S i i iiiy a1w 11G 1U=1 IM 11UU wall 1W Uu 1G1 IIGU IWu a a. ].
Notes:
Adapted from NCDW4: Methodology for identification of Intermittent and Perennial Streams and their (version 4.11)
06gins.

STREAM REACH EVALUATION FORM
RPW ❑
Perennial
Date: 1 11/25/13 1 Evaluator: I NRNILSR Easting: 1 80.9023 W
Proiect: I coolie Tract: Perennial RPW D Northinin: 1 35.6113 N
Total Points:
Stream is at least intermittent if > 19 or perennial if > 30*
(right -dick the purple number and left -click Update Field to summarize points)
A. Geornorphology
Absent
Weak
Moderate
Strong
SCORE
13. Continult of channel bed and bank
0
1
2
3
2
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -channel structure: riffle- / step- pool sequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
3
5. Active/relic flood lain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
1
9. Grade controls
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
0
Geomor halo y Subtotal
WWI 1-I110Ue UILCIles are I IUl iatcu. see UISGUE-510 1 III 114% iLlfwww jV10 IUGE
B. Hydrology
12. Presence of Baseflow i0
1
2
3
3
13. Iron Oxidizing Bacteria
0
1
2
3
1
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or piles Wrack lines)
0
0.5
1
1.5
1
17. Soil -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
C. Biologv
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
1
24. Amphibians
0
0.5
1
1.5
0
25. Ai ae
0
0.5
1
1.5
1
26. Wetland plants in streambed
FACW= 0.75, OBL= 1.5, Other-- 0
60
BiologySubtotal
* nernnnial streams may also be identified using other methods. See nape 35 of NCDWO manual.
Notes:
Adapted from NGD WQ: Mefhadol for ldentificatiorr al lr?ferrrrittent and Perennial 5[reams ar+d them
Origins.
(version 4.11 j

STREAM REACH EVALUATION FORM
RPW G
Perennial
Date: 11/25113 Evaluator: I NRNJLSR Eastin : 80.9023 W
Project: Doolie Tract: Perennial RPW G Northing: 35.6113 N
Total Points:
Stream is at least intermittent if > 19 or perennial if > 30*
(right -dick the purple number and left -click Update Field to summarize points)
A_ Geornornholoav
1'.
Continuity of channel bed and bank
2.
Sinuosity of channel along thalwe
3.
In -channel structure: riffle-1 step- pool sequence
4.
Particle size of stream substrate
5.
Active/relic floodplain
6.
Depositional bars or benches
7.
Recent alluvial deposits
8.
Headcuts
9.
Grade controls
10.
Natural valley
11. Second or greater order channel
" Man-made ditches are not rated: see discussion in NUUVVU manuai
R H�rlrntnrs�►
12. Presence of Baseflow
0
1
2
3
3
13. Iron Oxidizing Bacteria
0
1
2
3
1
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or plies (Wrack fines)
0
0.5
1
1.5
1
17. Soil -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
1" Itlr%lr%n■.
-- ----I
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos {note diversity and abundance}
0
1
2
3
0
21- Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
1
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1
1.5
1
26. Wetland plants in streambed
FACW=
0.75, OBL= 1.5, Other-- 0
0
Bioi Subtota!
perennial streams may a150 oe ioemiriea using olner meuaou s. attu We t:: 0U VI FY %, LJ V V W IIIGI IUGI.
Notes:
Adapted from NCDWO: Methodol2gy for Identification of Intermittent and Perenniai streams ano rne'r
Origins.