20150824 Ver 1_Buffer Determination Request_20150817

NC DWR Stream Identification Form Version 4.11
Date: Vnhr
Evaluator: rl..TV)--y SAMAW
Total Points:
Stream is at least intermittent
if z 19 or perennial if z 30' -�7" { 2tP
ProjectlSite:
County: 70.1-a
Stream Determ' _ (circle one)
Ephemeral ntennitt t Perennial
A. Geomorpholoov (Subtotal = lOr a )
Absent
1 a Continuity of channel bed and bank
0
2. Sinuosity of channel along thalweg
0
3. In- channel structure: ex. riffle -pool, step -pool,
0
ripple -pool sequence
0
4. Particle size of stream substrate
0
5. Active /relict floodplain
0
6. Depositional bars or benches
0
7. Recent alluvial deposits
0
8. Headcuts - -
(0)
9. Grade control
0
10. Natural valley
0
11. Second or greater order channel
_
No 0
a artificial ditches are not rated; see discussions in manual
I Notes:
I
B. Hydrology (Subtotal = f( 1
12. Presence of Baseflow
0
13. Iron oxidizing bacteria
0
. 14. Leaf litter
1.5
15. Sediment on plants or debris
0
16. Organic debris lines or piles
0
17. Soil -based evidence of high water table?
No = 0
C. Biology (Subtotal = -7.�_
18. Fibrous roots in streambed
C�
19. Rooted upland plants in streambed
20. Macrobenthos (note diversity and abundance)
0
21. Aquatic Mollusks
0
22. Fish
m
23. Crayfish
0
24. Amphibians
to
25. Algae
m
26. Wetland plants in streambed
`perennial streams may also be identified using other methods.
See p. 35 of manual.
I Notes:
I
Sketch:
Weak
1
1
(9-4
1
dr
lfl
1
0.5
04
1
m
Latitude: 7)_-0V33
Longitude: 7732 (77
Other
e.g. Quad Name: TQ 6VlbAl
Moderate
0)
2
r'
2
0
2
2
2
1
U
2
D
0.5
1
1'
Yes = 3
2 1
f2 1
0 2
1 2
0.5 1
0 1
0.5 1
0.5 1
FACW = 0.75; OBL = 1.5 j6ther'7-' 0
Strong
3
3
3
3
3
3
3
3
1.5
3
3
0
1.5
1.5
0
0
3
3
1.5
1.5
1.5
1.5

FTWA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
'ro�
g�.. DWR Use Only: Project # (S DSZH
Stream Origin /Buffer Applicability Determination
Required Information
1. Owner Information (corporationlndividual who is legally responsible for the property and its compliance)
la. Name(s) on Recorded Deed Bryan Hulka
1 b. Responsible Party (for L-C)
1c. Mailing Address 113 New Hampshire Lane New Bern, NC 28562
1d. Telephone Number 252 - 229 -8268 11e. Email Address I Bryan.hulka @weyerhaeuser.com
2. Location of Project Site - please include the county, nearest named town and highway number:
352 Mallard Riverfield Lane, Trenton, NC.
South of Old New Bern Highway
3. Has anyone from DWR visited the site? No I Staff Name I I Date of Visit?
Additional Requested Information
4. Agent/Consultant Information (if applicable)
4a. Name, Company Same
4b. Mailing address
4c. Telephone no. 4d. Email address
5. Project and Site Information
5a. Name of project Bryan Hulka Property 5b. County Jones
5c. Nearest Named Stream Trent River 5d. River Basin Neuse
5e. Provide a brief description of this project (attach site plan if available):
Stream determination for planned silviculture activities.
Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and /or NRCS Soil Survey.
If you are unable to locate either of these maps, please contact the Regional Office for assistance.
DWR Use Only: Is this stream call for the purpose of:
Please return form to: Anthony Scarbraugh
943 Washington Square Mall
Washington, NC 27889
Fax: [phone]
buffer mitigation _ nutrient offset credit
Note: Submittals on Friday after 12:00 pm
will be stamped as received on the
next business day.
Email: anthonv.scarbrauah(a)ncdenr.00v
Please contact Anthony Scarbraugh at (252) 946 -6481 if you have any questions.
Division of Water Resources- Water Quality Regional Operations Section - Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946 -6481 1 Fax: [phone]\ 1nternet: www.ncdenrgov
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

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drained soils that have a sandy or loamy subsoil; on stream terraces
Mk— Muckalee loam — Nearly level, poorly drained soils that have loamy and sandy underlying material;
on flood plains
Mac — Marvyn loamy sand, 6 to 15 percent slope. Well drained soils on uplands

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