20130528 Ver 1_Buffer and/or Stream Determination Request_20130516

Pat McCrory
Governor
,���
ICDEE R F.: 7%P V
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P.E. MAY 1 �ofU 3 Skvarla III
Director
Secretary
Stream Origin /Buffer Applicability Deter W Q -WARO
Applicant/Owner's Name (corporation /individual who is legally responsible for the property and its compliance: Weyerhaeuser
Timberlands Weyerhaeuser
Applicant /Owner Address: Weyerhaeuser 1785 Weyerhaeuser Road Vanceboro, NC 28586
Applicant's phone number: 252- 229 -8328 Fax number: 252 - 633 -7482
Applicant's email address: [e-mail]
Consultant/Contact person Name (if applicable):
Consultant address (if applicable):
Consultant's phone number:
Fax number:
Consultant's email address: j -
Name of Project: _3/O 9 Z. � County: rL3.,�
Nearest Named stream + River Basin (from USGS topographic map):
Is this stream call for the purpose of:
X buffer mitigation
nutrient offset credit
Please provide a brief description of this project (attach site plan if available)
Location of project site - please include reference to the county, nearest named_-�town and highway number:
D �-r S k i 1 O C li C( t' SS c:i }— _6 S`-Y y f
C4 9 o�
Please attach a map of site location indicating project boundaries using USGS 1:24,000 topo map and NRCS county soil
survey.
Has any DWQ staff visited the site? NO if yes, please provide DWQ staff name,
date of visit:
and
This form maybe submitted via email (anthonv.scarbraukh w r I faxed (252- 946 - 9215), mailed or hand - delivered to:
943 Washington Square Mall, Washington, NC 27889. (Note: Submittals of the review packages on Friday after 11:00 pm will be
stamped as received on the next business day).
Please contact Anthony Scarbraugh at 252 -948 -3924 if you have any questions regarding this form.
North Carolina Division of Water Quality Intemek ...,,_.
943 Washington Square Mall Phone: [phone]
Washington, SIC 2 7889 FAX [phone]
An Equal OpporririVAff+rrrative Action Errpb)w - 50% Aecycledu7% Past Consiorw Paper
Nose Carolina
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1974
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2006
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comb./:
1990
2012 v
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1972
1
2011 1
1
1987 1
sa
1987
Natural Heritage -r r- Exempt 9 P Dangerous Intersections
= Grave Sites Denied; Non - Exempt
X� Da Crossings
Aesthetically Sensitive MgtUnits Utility
x-� Dangerous Roads
A MonitoringWells — Railroad
- -4 Abandoned R/R ROW
Neuse Area 2014 Final Harvest Candidate
MU #: 310924
Sens: No
Frstble Ac: 102
Pine TPA: 66
Hrvst Acres: 102
Pine Avg Dbh: 17 -4
Seed Yr: 1972
Pine CCF'Ac: 38.6
Origin: Planted
Pine CF /LF -Grd: 1.04
iSeas: Transitional Logging
Site Indx: 66
1:15,840 MBN - 41281'
Primary Exam: UDAR Exam Aesthetics: Non - Sensitive
Primary Exam End Dte: 2011/01/01
Map #: K- 11 -09A
Cnty: Beaufort (S)
Comp: 57
Landform: Upland Clay Flats

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NC DWn Stream Identification Form Version 4.11
Date: ��.
Project/Site: i3- �z8
Latitude: 3S
Evaluator:
County: �A�
Longitude: '.8
Total Points:
Stream,tlgtermination (circle one)
Other
Stream is at least intermittent ,�
V
pherrieral`jntermittent Perennial
e.g. Quad Name: cow"')
if z 19 or perennial if ? 30'
2
3
A. Geomorphology (Subtotal
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
b'
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
CO
1
2
3
4. Particle size of stream substrate
ip
1
2
3
5. Active /relict floodplain
No = 0
es
2
3
6. Depositional bars or benches
A
1
2
3
7. Recent alluvial deposits
0.5
1
2
3
8. Headcuts
2
3
9. Grade control
1
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
o =
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = i )
12. Presence of Baseflow
0C�
1
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
b'
1
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
ip
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
es
C. Bioloav (Subtotal = ?_ ?� )
18. Fibrous roots in streambed
3
2
0
19. Rooted upland plants in streambed
3
2
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1
1.5
26. Wetland plants in streambed
I
W = 0.'15; OBL = 1.5 Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date:
Project/Site: 13.
Latitude: ?5-- fo
Evaluator:
County: AJ�
Longitude:
w
1
c2'
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
` q'(
p e era Intermittent Perennial
e.g. Quad Name: ^
t
if ? 19 or perennial if 2: 30'
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
v •' J
A. Geomorphology (Subtotal
Absent
Weak
Moderate
Strong
la Continuity of channel bed and bank
0
1
c2'
3
2. Sinuosity of channel along thalweg
1.5
1
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0.5
1
1
2
3
4. Particle size of stream substrate
1
1.5
1
2
3
5. Active /relict floodplain
0
`1V
2
3
6. Depositional bars or benches
1
1
2
3
7. Recent alluvial deposits
0.5
1
2
3
8. Headcuts
1
2
3
9. Grade control
0.5
1
1.5
10. Natural valley
0
0.
601
1 1.5
11. Second or greater order channel
=
Yes = 3
artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = tl 1
12. Presence of Baseflow
1
2
3
13. Iron oxidizing bacteria
19. Rooted upland plants in streambed
1
2
3
14. Leaf litter
1.5
1
61�N
15. Sediment on plants or debris
4
0.5
1
1.5
16. Organic debris lines or piles
0
2
1
1.5
17. Soil -based evidence of high water table?
No = 0
es =
C. Bioloav (Subtotal =
18. Fibrous roots in streambed
2
m
0
19. Rooted upland plants in streambed
2
b
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
CW = 7 5; OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
b
'5 e, ( LW
91 'V
Li"rl& 5; ,,c