20080118 Ver 1_Complete File_20140707

_ EXPRESSn Day & Associates, hic. P7
JUL 0 7 RECD Commercial Realtors
20 jondayl @embargmaiLcom
Phone [phone]C ®EAR P.O. Box 507
Fax [phone] Greenville, NC 27835 -0507
December 14, 2010
Mr. Chris Pullinger
Divisions of Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Stream Evaluation, September 2006
Irish Creek Subdivision
Winterville, NC
Dear Chris:
= '':c�.
[0 COPY
As per our telephone conversation, enclosed are copies of the correspondence regarding the
stream evaluation for the property I own in the Irish Creek Subdivision.
Please review your records and send me a verification of the revised stream call.
Please do not hesitate to contact me if you have a question.
Yours truly,
Jonathan R. Day/ Realtor

FUSS & O'NEILL
Disciplines to Deliver
❑146 Hartford Road, Manchester, CT 06040 ❑78 Interstate Drive, West Springfield, blA 01089 ❑275 Promenade S[recS Suite 350, Providence, RI 02908
TEL [phone] FAX: [phone] TEL: [phone] FAX: [phone] TEL [phone] FAX: [phone]
056 Quarry Road, Trumbull, Cr 06611 0610 Lynndale Count, Suite E, Greenville, NC 27858 ❑80 Washington Street. Suite 301, Poughkeepsie, NY 12601
TEL: [phone] HOC: (203) 374 -4391 TEL: [phone] FAX: [phone] TF.L: (800) 394 -8081 FAX: [phone]
❑45A Main Saee4 Lakeville, MA 02347 ❑1419 Richland Street, Columbia, SC 29201 ❑24 Madison Avenue Extension, Albany, NY 12103
TEL [phone] FAX: [phone] TEL: [phone] FAX: [phone] TEL: [phone] FAX: [phone]
Letter of Transmittal
To: Jon Day & Associates
P.O. Boa 507
Greenville, North Carolina 27385
Attention: Mi n Jon Day
Date: 08/30/06
Project No: 20061015
Re: Stream Evaluation
Telephone No: (252) 756 -1119
We are sending you: ❑ Attached ❑ Under Separate Cover
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change Order ® Reports
Copies I Date I " No. I Description
1 1 08/30/06 I I Request for stream evaluation (Irish Creek)
Jon,
[]via 1st Class Mail
❑ Specifications
❑ Other
❑ For approval ❑ Returned loaned prints ❑ Furnish as subtnitted
❑ As requested ❑ Return signed original ❑ Furnish as noted
® For your use ❑ For bids due ❑ Rejected
❑ For review & comment ❑ Submit copies for distribution❑ Resubmit _ copies for approval
I will let you know when I schedule the DWQ meeting and how it goes.
Thanks
Scott /
C: Signed: / _ A e rt-
N: \p2006 \1015 -Irish Creek \08-30 Transmittal.doc

FUSS & 05NEILL
Disciplines to Deliver
elsver
August 30, 2006
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Attention: Mr. Chris Pullinger
Reference: STREAM EVALUATION
Irish Creek Subdivision — Old Tar Road
Winterville, North Carolina
Fuss & O'Neill, Inc. Project No. 20061015.A10
Dear Mr. Pulhnger:
Fuss & O'Neill, Inc. has completed the evaluation of the stream located on the site referenced above
(Figure 1). The stream evaluation was performed using the North Carolina Division of Water Quality
(DWQ) — Stream Identification Form (Version 3.1). Fuss & O'Neill understands the drainage system
has previously been evaluated and classified as intermittent /perennial by DWQ. The
intermittent /perennial classification and riparian buffers extended beyond the intersection of the
existing ditches (Figures).
Fuss & O'Neill scientists performed three stream evaluations to understand the drainage system. The
DWQ stream evaluation form was used to identify relevant stream features and assign a value (0 — 3) to
the feature. If an evaluation had a value greater than 18 points then that position would be classified as
an intermittent stream. The first stream evaluation indicated that the drainage system should be
classified as ephemeral (16.5 points) at that location. The second stream evaluation indicated that the
drainage system should be classified as intermittent (20.5 points) at that location. Fuss & O'Neill
scientists estimate that the drainage system begins to be intermittent between the second and third (17
points) evaluation positions.
The site's drainage system was evaluated using a pedestrian survey of the property and the United States
Geographic Survey (USGS) Topography Map (Figure 2). The approximate evaluation positions are
located on the Site Map (Figure 3). Information about the site's drainage patterns are documented on
6101xnud:de Courr
DWQ stream evaluation forms (Appendix 1). Please contact us to schedule a field review or if you
Suite t.
have any questions about this project at (252) 355 -1370.
Greenville. NC 278SB
Respectfully,
r C52) 315 -1.170
f('_Q13ji g14C
Fuss O'Neill Inc.
c
,,,,w1 °and0.c "n'
C Scott Carpenter -
Scientist III
: \'mrh C:r;nliud
S "'ahrant,,,,
Attachments: Figure 1 Vicinity
Figure 2 USGS Topography Map
Figure 3 Site Map
Appendix 1: DWQ Stream Evaluation Forms
w„�d�.lrtra,r
cc: Mr. Jon Day, Jon Day & Associates
N: \p2006 \1015 -1dsh Creek \DWQ Request for Evaluation Letter.doc ® 2006 Fuss & O'Nulq Inc.
Sue= Evaluation

1�J
FUSS & O'NEILL
FIGURES
IRISH CREEK SUBDIVISION
STREAM EVALUATION
N: \p 2006 \1015 -Irish Coed: \D\v /Q Request for Evaluation Lcttcr.doc ® 2D06 Fuss & O'Nall, Inc
Sr,=rn Evaluation

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WP FUSS&O'NEILL
APPENDIX 1
STREAM IDENDTIFICATION FORMS (Version 3.1)
N: \p2006 \10]5 -Irish Creek \D \VQ Request for Ev�lua6on Letter.doc
Stream Evaluation ® 2006 Fuss & O'Nal. Inc

E4�lf M -G.'
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 7� ckl Q� Project: Latitude: %Jt� q/: n
Evaluator. C� )
Site: T /r / cam `i
Longitude: �. }`
Total Points: / Other
Stream is at least intermtsent /� J` County: ��
if? 19 or perennial if? 30 / tlll/L�� J e.g. Quad Name: �{rn
A. Geofnor holo (Subtotal=
ta. Continuous bed and bank
Absent
0
Weak
Moderate
2
Strong
3
2. Sinuosity
1
1'
2
3
3. In- channel structure: riffle -pool sequence
0
1
2
3
4. Soil texture or stream substrate sorting
0
1
2
3
5. Active /relic floodplain
No = 0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Braided channel
1
2
3
8. Recent alluvial deposits
--
0.5 1 1.5
IFAC= FACW = 0.75, OBL = 1.5 AV = 2.0; Other = 0
1-
2
3
9a Natural levees
0
1
2
3
10. Headcuts
0
.1
2
3
11. Grade controls
0.5
-
1 5
12. Natural valley or dramageway
0
0.5
1
1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
R Hvriminmr ISiihtni�l= T \
14. Groundwater flowidischarge
0
1
2 3
15. Water in channel and > 48 hrs since rain, or
Waterinchannel - d or growing season
g
1
--
2 3
16. Leaflitter
0
-1
--
05 0
17. Sediment on plants or debris
0 5
i - - -�
1 5
18 Organic debris lines or piles (Wrack lines)
1
0.5
1 1 s
19. Hydric soils (redoximorphic features) present?
No = 0
Yes = 1.5
C. Bioloov (Suhtnlal = T 1
200 . Fibrous roots in channel
3
2
1 .
21°. Rooted plants in channel
3
1 _
0
22. Crayfish
23. Bivalves
0
1
2
3
24. Fish
0
0.5
1
1 5
25. Amphibians
0
0.5
1 -_
1.5
26. MacrobenthOS (note diversity and abundance)
21. Filamentous algae; periphyton
0.5
1
1
2 -
1 5
3
28. Iron oxidizing bacteria /fungus.
29". Wetland plants in streambed
--
0.5 1 1.5
IFAC= FACW = 0.75, OBL = 1.5 AV = 2.0; Other = 0
- - -- -- -- --- --- - -r - •- r ,v,,u, v,, ute presence of aqualic or Welland plants.
Notes: (use back side of this form for additional notes.) Sketch:
� D ` +6
bloc ki„s� ;ter Get;
-t,).

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: VI� / _ Project: C�ee J�� o'� I a �
t't�)
V1 U/ % Latitude: o
Evaluator: 05! Ys A �� Site: Longitude:7�L t 7'7 G5-,,
1
Total Points: 7P�
Stream is at least intermittent �y/p County: , (,) Other
8? 19 orperennialif -30 �A �t"l. e.g. quad Name; 1. n
A. Geomorphology (Subtotal= )
Absent
W k
Moderate
Strong
Ia. Continuous bed and bank
0
1
2
3
2. Sinuosity
0
T
2
3
3. In- channel structure: riffle -pool sequence
0
0 5 0
17. Sediment on plants or debris
0 5
24. Fish
18. Organic debris lines or piles (Wrack lines)
1.
2
3
4. Soil texture or stream substrate sorting
0
r
Yes = 1.
26. Macrobenthos (note diversity and abundance)
0
2
3
5. Active /relicfloodplain
0
T
2
3
6. Depositional bars or benches
0 -
1
2
3
29 °. Wetland plants in streambed
FAC = 0.5'
1
2
3
7. Braided channel
2
- 3
8. Recent alluvial deposits
1
2
3
9 a Natural levees
1
2
I 3
10. Headcuts
1
2
3
11. Grade controls
0-5
1.5
12. Natural valley or drainageway
0 0.5
1
13. Second or greater order channel on existing
1.5
USGS or NRCS map or other documented
No = 0
Yes = 3
evidence.
a KAoti.. . dfllA- - nn
_
R. Hvdrnlnnv (Si htnW = r \
14. Groundwater flow /discharge
0
1
15. Water in channel and > 48 his since rain, or
3
2 .
1
I 3
Water in channel -dry or rowin season
0
1
2
3
16. Leallitler
1 5 1
0 5 0
17. Sediment on plants or debris
0 5
24. Fish
18. Organic debris lines or piles (Wrack lines)
0 0.5
1 1.5
1 g. Hydric soils (redoximorphic features) present?
No = 0
.1 1.5
r
Yes = 1.
C_ Rinlnav /Snhtntal = \ U•5
20 . Fibrous roots in channel
3
21 °. Rooted plants in channel
3
2 .
1
22 Crayfish
o'
1
0
23. Bivalves
1.5
24. Fish
0
1
0.5
2
1
3
25. Amphibians
O 5
1.5
26. Macrobenthos (note diversity and abundance)
0
1
1.5
27. Filamentous algae: periphylon
-_
1 5
28. Iron oxidizing baclerialfungus.
0
1
2
3
29 °. Wetland plants in streambed
FAC = 0.5'
- BL
1
= 1. SAV = 2.0:
115
Other = 0
••• -•••- �- �••� • -1, you vimuinx w upiano prams, item Z9 tocuses on (he presence cf aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
5ec1;n.PnJ,

Cphe.rn/'kC_l
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: a �' 1 Q� Project; Latitude:
Evaluator: Site: ��� ,_ . L
Total Points: '�1J
Stream is at least intennitlent I �. TL��
County:
ire 19 orpemnnial i/>_ 30
,r
,\NI
ongttude.
Other
e.g. Quad Name:
MiMld 19
A. Geomorphology (Subtotal=
ta. Continuous bed and bank
Absent
0
Weak
1
Moderate
2
Strong
3
2. Sinuosity
0
1
2
3
3. In- channel structure: riffle-pool sequence
in
1
2
3
4. Soil texture or stream substrate sorting
0
1
2
3
5. Activelrelic ffoodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Braided channel
0
1
2
3
8. Recent alluvial deposits,
1
2
3
9 a Natural levees
0
1
2
I 3
10. Headcuts
0 0
1
2
3
11. Grade controls
. 0
0.5
1 1
1.5
12. Natural valley or drainageway
0
0.5
1
1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
R Nvrlrnlnnv /S.ihlntalc \
14. Groundwater flow /discharge
15. Wafer in channel and > 48 nrs since rain, or
Water in channel - d or growing season
0
0
1
1
2 3 ,.
(
3
16. LeaFlitter
1.5
3 _
0.5 0
17. Sediment on plants or debris
0
22. Crayfish 0
1 1.5
18 Organic debris lines or piles (Wrack lines)
0
0
1 1 5
19. Hydric soils (redoximorphic features) present?
No = 0
Yes
C. Bioloov (Subtotal = __:� _'�' )
Fibrous roots in channel 3
3 2
2 1
21°. Rooted plants in channel 3
3 _
_ t
1
22. Crayfish 0
0
t 0
0
23. Bivalves 1
1 3
1.5
24. Fish 1
0.5 1
1 1
3
25. Amphibians 0
0-5) 1
1 1
26. Macrobenlhos (note diversity and abundance) 0
0 0
0.5 1
1 5
27. Filamentous algae; pedphylon _
_1_2 3
1 1
1 5
3
28. Iron oxidizing bacterialfungus. .
0 0
0.5 1
29 °. Wetland plants in streambed F
. 0
= 0.75 BI -
1 1
1.5
-
ticp,uaeuceor aquatic or wetland plants.
Notes: (use back side of this form9 for additional notes.)(` Sketch
dd :

Jonathan R. Da
From: "Scott Carpenter" <SCarpenter @fando.com>
To: <chhs.pullinger @ncmail.net>
Cc: "Jon Day" <jondayl @earthlink.net>
Sent: Wednesday, September 27, 2006 2:04 PM
Attach: Riparian Buffer Map.pdf
Subject: Irish Creek
Chris,
Our client is looking for a little paper work stating that we have the
interemittent creek verified at Irish Creek. 1 have attached our map
showing the buffer and point that we marked in the field.
Could you either
1) Send a letter, cut sheet, or something saying that this point is
accurate and depicts the approximate location or
2) Just respond back to this email saying that our map shows the
approximate position.
I think that we are just looking for a little closer so that he can
move on with the property development. I know that you are extremely
busy, but I appreciate all of your help. Please call if you have any
questions.
Thanks
C. Scott Carpenter, L.S.S.
Scientist III
Fuss & O'Neill
610 Lyn ndale Ct.
Suite E
Greenville, North Carolina 27858
(252) 355 -1370 (o)
(252) 355 -8186 (f)
(252) 917 -2971 (m)
3carpenterg fando.com
www.fan_do_com
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